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Full text of "New reclamation era"

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INDEX 

NEW RECLAMATION ERA. VOLUME XIX 

For the year 1928 



Page numbers for separate issues 



No. Month Pages 

1. January 1-16 

2. February 17-32 

3. March 33-48 

4. April 49-64 

5. May 65-80 

6. June,. - 81-96 



No. Month Pages 

7. July - 97-112 

8. August 113-128 

9. September 129-144 

10. October 145-160 

11. November - - -- 161-176 

12. December.. _ 177-192 



Page 



Aided and directed settlement bills in Congress. 38 

Alfalfa, production of high grade 123 

American Falls, Idaho, new town site of 22 

American Society of Civil Engineers, report of 

committee of irrigation division of 162 

Apples grown on projects in 1927 94 

Appropriation act, fiscal year ending June 30, 

1929 55 

Appropriations available (list), fiscal year 1929. 57 
Appropriations, fiscal year 1928, act of March 7, 

1928 96 

Arrovvrock Dam topped by 362-foot Swiss darn. 176 

Australia, Murray River irrigation works in 157 

B 

Ball, David E., replacement of portion of Mabton 

siphon, Sunnyside division, Yakima project.- 103 
Batch, Otto C., economic notes from Belle 

Fourche project 168 

land settlement on Belle Fourche project- _ 52 
the cheese industry on the North Platte 

project 13 

Bees, handling of, on Shoshone project 115 

Beets, sugar, grown on projects in 1927 62 

Belle Fourche project, economic notes from.. 168 

honey production on 14 

land settlement on 52 

Betts, C. A., productive irrigation at Owyhee 

Dam camp -. 190 

Bird refuge, Tule Lake, Calif 176 

Black Canyon diversion dam, Boise project 125 

power and pumping plant, Boise project- _ 30 

Boise project, Black Canyon diversion dam 125 

power and pumping plant 30 

Deadwood Dam construction approved 181 

electricity on an irrigated farm 130 

Boot Hill Cemetery 111 

Boulder Canyon dam site commission 123 

investigation (Pub. Res.) 110 

Brown v. City of Cle Elum, 255 Pac. 961, Wash- 
ington cities can not exercise police powers 

outside boundaries 31 

2447828 



Page 
Bruins, J. F., electricity on an irrigated farm, 

Boise project 130 

C 

Carmody, D. L., reconstruction of Zillah waste- 
way 5 

Cheese industry on North Platte project 13 

Cherry crop on Yakima project breaks all rec- 
ords 122 

Chicken ranch pays, Shoshone project 9 

Citrus fruit grown on projects in 1927 62 

Citrus orchards, syndicate form for development 

of Yuma project 11 

Cold-storage facilities in the Yakima Valley, 

Wash 121 

Collections from and obligations of water users 

on the projects 154 

Collections from projects are gratifying 108 

Colombia, settlement of waste lands in 20 

Colonization of Riverton project, what it means 

to Fremont County 158 

Colorado River board organizes 133 

commission appointed to study proposed 

dam site 123 

development reported favorably to Congress. 78 

silt in, and its relation to irrigation 85 

Conference, Montana Irrigation, considers farm 

programs and settlement problems 10 

reclamation settlement, to be held in Wash- 
ington, D. C., February 14 and 15, 1928- 18 
settlement and development, held in Wash- 
ington, February 14 and 15, 1928 34 

Southern Reclamation, December 14-15, 

1927 2 

Construction and operation and maintenance 

collections are gratifying, 1928 108 

Construction charges, report of advisers on con- 
ditions on projects petitioning for extension of 

time 8 

Construction collections show great improve- 
ment 41 

Contract expanded without readvertisement 

(Comp. Gen's, decision) 15 

Cotton grown on the projects in 1927 49 



Page 

Crop and livestock census, regulations for tak- 
ing 174 

returns indicate prosperity 21 

(surplus) problem, solving by cooperation. 132 

value, cumulative, over billion dollars 159 

1927, distribution on the projects and 

values 80 

D 

Dairy cow, influence of, on the payment of 
charges 131 

progress on North Platte project 23 

Dam construction, safety measures taken, illus- 
trated by Stony Gorge Dam 71 

Reclamation Bureau, estimated vs. actual 

cost 87 

the design and construction of 15 

Darlington, E. B., turkey antitheft association 

on the Minidoka project 122 

Deadwood Dam construction approved by Pres- 
ident Coolidge 181 

Debler, E. B., secondary project investigations. 140 
Deficiency act: 

fiscal year 1928 (first) 47 

fiscal year 1928 (second) i... 110 

Designs and estimates, submission of data for__ 104 

E 

East, the, how it profits from western reclama- 
tion 39 

Echo Dam, Salt Lake Basin project 134 

Economic aspects of Federal reclamation, ad- 
dress by Doctor Mead, October 4, 1928 163 

conditions and settlement difficulties on the 

Milk River project 98 

conditions on reclamation projects, advance 

statement on, by commissioner 18 

notes from Belle Fourche project 168 

notes from the irrigation projects (Montana 

irrigation conference) 10 

notes from the irrigation projects. Mint 

growing on Sunnyside 73 

notes from the reclamation projects 50 

Electricity on an irrigated farm, Boise project. _ 130 
Extension of time for repayment, report of ad- 
visers on economic conditions on petitioning 
projects 8 



Farms, financing irrigated 54 

Financing irrigated farms 54 

Fish conservation (legislation) 111 

Fishing grounds, project reservoirs famed as 10 

Fish, reclamation reservoirs stocked with 8 

Flow of water in pipes, formula 1 for estimating. 9 
Fort Shaw irrigation district, contract with, 

confirmed by Supreme Court of Montana 78 

G 

Galiger v. McNulty (1927), 260 Pac. 401, use of 

water outside of watershed 1 

Gates, standard high-pressure 44 

Gem irrigation district, sale of State lands in 21 



Page 

ila River investigation (legislation) 111' 

(lopher invasion on irrigation project 7 

rasshopper control campaigns on Tule Lake 

lands. Klainath project 188 

ravity extension division, Minidoka project, 

contract with North Side Canal Co 91 

unit approved by President Coolidge 116 

Guernsey Dam, North Platte project 184 

Guernsey power plant, North Platte project 60 

H 

Honey production on Belle Fourche project 14 

on Shoshone project 115 

Houk, Ivan E., Black Canyon diversion dam, 

Boise project 125 

construction of the Willwood diversion 

dam 26 

Huntley project, educational special trains 

visit.. 12 



India, irrigation in, from Lloyd barrage 4 

large canal nearing completion 94 

International Water Commission, United States 

and Mexico 46 

Iron Canyon project, California 90 



Jackson, J. F. and Kreutzer, George C., land 

settlement an essential part of reclamation 114 

Japan, irrigation in 143 

Johnson, H. H., economic conditions and settle- 
ment difficulties on Milk River project 98 

K 

Kinzie, P. A., standard high-pressure gates 44 

Klamath project, grasshopper control __ 188 

Tule Lake Community Club.. 107 

Tule Lake lands, economic results on 40 
Kreutzer, George C., and Jackson, J. F., land 

settlement an essential part of reclamation 114 
Kreutzer, George C., settlement and fawn devel- 
opment problems of Vale and Owyhee 

projects 178 



Lamb-feeding demonstration on the Uncom- 

pahgre project, Colorado 74 

Land settlement an essential part of reclamation 114 
speculation on Federal reclamation projects, 

curbing 151 

Law notes 47 

State tax on gasoline 137 

Legal notes of interest to reclamation projects. _ 173 

relating to the reclamation projects 

Legislation affecting the projects 110 

taxing reclamation entry-men's land (act of 

April 21, 1928) 92 

by Congress, recent (first deficiency act ap- 
proved December 22, 1927) 

March 28 . 47 

April 28, appropriation act 55 



Linfield, F. B., economic notes from reclamation 
projects 

Liquidated damages, extension of time, adver- 
tising, acceptance of other than lowest bids, 
Comptroller General's decision 

Livestock and crop census, regulations for tak- 



ing. 



Livestock and equipment value at beginning of 
1928 

Lytel, J. L., obligations of, and collections from 
water users on the projects 

Me 

McClellan, L. N., Black Canyon power and 
pumping plant 

power development, Yuma project 

McPhail, H. F., Guernsey power plant 

M 

Mabton siphon, Sunnyside division, Yakima 

project, replacement of 

Maintenance of irrigation structures 

Mead, Elwood, address by, at meeting of Ameri- 
can Society of Civil Engineers, San Diego, 

Calif., October 4, 1928 

advance statement on economic conditions 

on reclamation projects 

chairman of committee to investigate failure 

of St. Francis Dam 

the design and construction of dams 

Mexico and United States, International Water 

Commission 

Milk River project, economic conditions and 

settlement difficulties on 

Minidoka gravity extension unit approved by 

President Coolidge 

Minidoka power plant, enlargement of _ . 
Minidoka project beets make profit for growers 
contract between United States and the 
North Side Canal Co. gravity extension 

division 

holds fair and seed show 

turkey antitheft association on 

Mint growing on Sunnyside division, Yakima- . 
Mirtoff, J. A., reclamation policy in Russia.. 
Mitchell, L. H., from flying to handling those 
that fly on Shoshone project.. 

Huntington Downer of Deaver, Wyo., 

makes his chicken ranch pay... 
Montana irrigation conference considers farm 

programs and settlement problems. .. 
Montana projects, economic notes from 

N 

Nalder, W. H., Guernsey Dam, North Platte 

project 

submission of data for designs and esti- 
mates 

New-lands dairy cows bring good returns. - 

New Brunswick v. United States 

Newell, H. D., and Henderson, C. A., grass- 
hopper control campaigns, Klamath project- . 



Page 
50 

173 
174 
115 
154 



30 

170 
60 



103 
29 



163 
18 

66 
15 

46 
98 

116 

86 
4 

91 

191 

122 

73 

63 

115 
9 

10 
50 



184 

104 

158 

91 

188 



Page 

North Platte project, cheese industry 13 

dairying results on 40 

dairy progress on 23 

fair prize winner 176 

Guernsey Dam 184 

Guernsey power plant 60 

poultry development on 157 

North Side Canal Co., contract with, gravity 

extension division, Minidoka project 91 

O 

Obligations of and collections from water users 

on the projects 154 

Ohashi, Dr. Tashi, irrigation in Japan 143 

Okanogan project transfer 110 

Operation and maintenance and construction 

collections are gratifying, fiscal year 1928 108 

Orland project, Stony Gorge Dam precautions.. 71 

Owyhee and Vale projects, settlement and farm 

development problems 178 

Owyhee Dam camp, productive irrigation at 190 

Owyhee project, design of dam 82 



The Panhandle Oil Co. v. Mississippi 137 

Paradise Valley, Ariz., proposed reclamation of.. 142 

Pathfinder Reservoir again a bird reserve 90 

Pleasure resorts, storage reservoirs as . 156 

Plumb, H. H., enlargement of Minidoka power 

plant 86 

Policy, a national reclamation 162 

Population, world, area, and irrigated acreage. . 93 

Potatoes brought this farmer $70,000 profit 92 

Poultry development on North Platte project . 157 
Poultry plant, cooperative community, Salt 

Lake Basin project 1 19 

Power development, Yuma project, Arizona- 
California 170 

Power plant, Minidoka, enlargement of.. 

Preston-Engle report 

Preston, P. J., the syndicate form for develop- 
ment of citrus orchards, Yuma project 11 



Railroads are helping project settlement.. 15 

Reclamation fund continues to revolve- . 

Reclamation project women and their interests 

1928. _6, 24, 42, 58, 76, 88, 109, 124, 138, 152, 166, 182 

Reclamation settlement and development con- 
ference, Washington, D. C., February 14 and 
15, 1928 

Repayments on projects show gain.. 

Report of advisers on economic conditions on 
projects petitioning for extension of time. . 

Reservoirs of projects famed as fishing grounds. . 109 

Rio Grande project time extended (legislation). 110 

Riverton project, exhibit by W. T. Peyton 187 

what its colonization means to Fremont 
County 

Russia, reclamation policy in 



Page 
St. Francis D:im failure. Report of 'Committee 

appointed by city council of Los Angeles 66 

Salt Lake Basin project, cooperative commu- 
nity poultry plant- 119 

Salt Lake Basin project, Echo Dam 134 

Salt Kivcr project makes big payment 16 

Sauford, George O., settlement and development 

problems, Sun River project . 146 

Savage, J. L., design of Owyhee Dam 82 

Schildknecht, Dr. H., why and how reclamation 
and settlement in Switzerland are subsidized 

by the Government 120 

Schilling, H. M., educational special trains visit 

Huntley project 12 

Schnurr, Mae A., reclamation project women 

and their interests 6, 

24, 42, 58, 76, 88, 109, 124, 138, 152, 166, 182 
Scroggs, Maurice D., mint growing on Sunnyside 

division, Yakima project . 73 

influence of the dairy cow on the payment 

of charges f 131 

Secondary project investigations 140 

Settlement and development conference, Wash- 
ington, D. C., February 14 and 15, J928 34 

Settlement and development problems of Milk 
River, Sun River, and Lower Yellowstone 

projects, Montana 50 

Settlement and development problems, Sun 

River project, Montana 146 

Settlement difficulties and economic conditions 

on the Milk River project 98 

Settlement, land, an essential part of reclama- 
tion __. 114 
Shoshone project, from flying to handling those 

that fly on the -- 115 

Willwood diversion dam 26 

Silt in the Colorado River and its relation to 

irrigation 85 

Southern Reclamation Conference makes plans 

for the future 

Speculation, curbing on Federal reclamation 

projects 151 

State has no power to tax a dealer on gasoline 137 

Steacy-Schmidt Mfg. Co. v. U. S 47 

Steele, B. W., Echo Dam, Salt Lake Basin.. . 134 

Stock, live, and equipment value, beginning of 
^1928.. 115 

Stony Gorge Dam, precautions taken for safety. 71 
Success on irrigation projects, John A. Widtsoe- 175 

Sugar-beet farmers enjoy good returns 21 

harvest on Belle Fourche project 168 

grown on projects in 1927 62 

Sun River project, settlement and development 

problems 146 

Surplus crop problem, solving by cooperation. . 132 
Switzerland, why and how reclamation and 
settlement are subsidized by the Govern- 
ment-. 120 



Page 

Taxing reclamation entrymen's land (act ap- 
proved April 21, 1928) 92 

Taxation (State) of land which the United 

States has contracted to sell 91 

Tax, State, on gasoline 137 

Town of Casa, Colorado Land Grant, v. Pooler, 
259 Pac. 629, State courts suits against 

United States officers 31 

Trains, educational special, visit Huntley 

project 12 

Tule Lake Community Club, Klamath project _ 107 

bird refuge created in California 176 

lands, Klamath project, economic results 

on 40 

Turkey antitheft association on Minidoka 

project 122 

U 

I'ncompahgre project has many prize winners. _ 5 

lamb-feeding demonstration. 74 

lamb-feeding test 40 



Vale and Owyhee projects, settlement and farm 

development problems 178 

Vale irrigation project booklet issued by bureau- 156 

W 

Washington cities can not exercise police powers 

outside boundaries 31 

Water, flow of, in pipes, formulae for estimating. 93 

use of outside of watershed 15 

Widtsoe, John A., success on irrigation projects. 175 
Williams, C. F., cooperative community poultry 

plant, Salt Lake Basin project 119 

Willwood diversion dam, construction of 26 

World, population, area and irrigated acreage. _ 93 



Yakima project, reconstruction of Zillah waste- 
way 5 

replacement of portion of Mabton siphon.. 103 

Sunnyside division, mint growing 73 

influence of the dairy cow on the payment 

of charges 131 

Yakima Valley, cold-storage facilities in 121 

Youngblutt, F. C., honey production on the 

Belle Fourche project 

Young, Walker R., Iron Canyon project.. 90 

Yuma project, power development on 170 

Syndicate form for development of citrus 

orchards... H 



Zillah wasteway reconstruction, Yakima project. 



U.S. GOVERNMENT PRINTING OFFICE : 1828 



NEW 

RECLAMATION ERA 



VOL. 19 



JANUARY, 1928 



NO. 1 





DREDGER CLEANING AN IRRIGATION CANAL 





EGI SLAT ION is desirable for the con- 
struction of a dam at Boulder Canyon 
on the Colorado River, primarily as a 
method of flood control and irrigation. 
A secondary result Would be a consid- 
erable power development and a source 
of domestic water supply for southern California. Flood 
control is clearly a national problem, and water supply is 
a Government problem, but every other possibility should 
be exhausted before the Federal Government becomes 
engaged in the power business. The States which are 
interested ought to reach mutual agreement. This project 
is in reality their work- If they wish the Federal 
Government to undertake it, they should 
not hesitate to make the necessary 
concessions to each other 



From the Message of the President to Congress 
December 6, 1927 



NEW RECLAMATION ERA 



HUBERT WORK 
Secretary of the Interior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 
Price, to others than project water users, 75 cents a year 



ELWOOD MEAD 
Commissioner, Bureau of Reclamation 



Vol. 19 



JANUARY, 1928 



No. 1 



Interesting High Lights on the Reclamation Projects 



THE grapefruit crop of the Mesa divi- 
sion, Yuma project, Arizona, is being 
gathered. The new orchards planted in 
the spring of 1923 are yielding their first 
fruit of any consequence. From 10 
acres of the Wohlford estate 2,500 lug 
boxes of grapefruit have been picked. 
The crop from the 200-acre holding of 
the Yuma Mesa Grapefruit Co. was sold 
at 3.6 cents per pound orchard run on 
the trees. 



E Yakima Morning Herald states 
that 973 more auto licenses were 
issued in Yakima County for the year 
1926 than in the preceding year, or a 
total of 22,850 licenses. The chamber of 
commerce reports the total population of 
Yakima County as approximately 70,000, 
which would make an approximate aver- 
age of one car to every three persons in 
the county. Prosperity plus. 



T^XCAVATION has been finished for 
^ the foundations of the Stony Gorge 
Dam, Orland project. It is anticipated 
that with favorable weather conditions 
the dam should be completed well within 
the time limit of the contract. 



A RECENT letter from a librarian 
^*- asked for our bulletin on "oil and" 
irrigation project. Our Sherlock Holmes 
stenographer, without a pause in the 
rush of business, sent a copy of the new 
Orland booklet advertising the attractive 
farms for sale there at reasonable prices 
and on long terms. 



THE Vale Community Club, Belle 
Fourche project, is organizing for 
more effective work, and other commer- 
cial bodies are taking an active interest 
in furthering project development. An 
agricultural short course was held at Nis- 
land early in December under the aus- 
pices of the State College extension service 
to discuss agricultural economics, better 
livestock, and other phases of farm and 
home life. 

7870828 1 



THE Mesa County Turkey Growers' 
Association has been conducting a 
very satisfactory sales campaign on the 
Grand Valley project, and bids fair to 
become a prosperous organization. Affili- 
ation has been made with the Utah organi- 
zation, and the local association is being 
extended to include Montrose and Delta 
Counties for marketing purposes. 



A CHEESE factory has been opened at 
Montrose. Routes are being estab- 
lished to bring the dairy products to the 
factory, and it is anticipated that the 
industry will show a gradual but steady 
increase with the result that more dairy 
cows will be brought to the valley. 



ORLAND was the first project to send 
in the results of its 1927 crop census, 
which showed an increase of $100,000 in 
the total value of crops and of $5 in the 
per acre value over similar figures for 1926. 



"PURCHASES from Mimdoka project 
*- farmers of more than 6,000 tons of 
hay were made by stockmen during the 
month. The price paid on the gravity 
division was $8 per ton in the stack. Hay 
is also being delivered to the alfalfa meal 
mills, which have started grinding. 



AN enterprise known as the Merrill 
Accredited Hatchery has been es- 
tablished near Paul, Minidoka project. 
An incubator with a capacity of 16,000 
eggs has been installed, and an output of 
35,000 baby chicks is expected for the 
coming season. 



THE new entrymen on the Tule Lake 
division, Klamath project, are at work 
erecting dwellings and other improve- 
ments. During the month a number 
completed this work and moved onto 
their holdings. 



more farms on the Lower Yellow- 
stone project under option to the 
Bureau of Reclamation have been sold to 
three Colorado farmers. One of the farms 
will be divided. 



E Federal Land Bank of Spokane 
reports that the purchasing power 
of farm products in its district, compris- 
ing the States of Washington, Oregon, 
Idaho, and Montana, advanced 6 per 
cent in the first 11 months of 1927. 
Land sales in this district for November 
reached a total of $246,287, compared 
with $193,691 for the same month in 
1926. 



A POTATO marketing association, or- 
** ganized recently in Fremont County, 
Wyo., has been doing excellent work, 
marketing all potatoes received at a 
reasonable price, and securing a material 
reduction in freight rates to southern 
points. No Riverton project potatoes 
were marketed through the association, 
but its activities will undoubtedly have 
an important bearing on this crop grown 
on the project in future years. 



ABOUT 130,000 pounds of turkeys 
* were consigned from the Orland 
project to San Francisco and the bay 
region just prior to Thanksgiving. 



W. CRESWELL, who owns and 
operates 21 acres of producing 
pecan trees in the Valley division, Yuma 
project, sent six 1-quart jar exhibits to 
the annual fair held by the Brazos 
Valley Pecan Growers' Association at 
Eastland, Tex. His exhibit won two 
first prizes, two second prizes, one third, 
and the champion prize for the best 
exhibit at the fair. An 8-year old grove 
properly cared for will pay a 10 per 
cent annual dividend, net, on a valua- 
tion of $1,500 per acre, figuring -pecans 
at 30 cents a pound. 



NEW RECLAMATION ERA 



January, 1928 



Southern Reclamation Conference Maizes Plans for the Future 

Representatives of Southern Slates meet with officials of the Department of the Interior to discuss results of recent investigations of 

opportunities for planned group settlement and to plan for continuing the work 



THE representatives of seven Southern 
States, together with delegates from 
other parts of the country, all interested 
in the promotion of better rural conditions 
and a more advanced type of agriculture 
in the- South, met with officials of the 
Department of the Interior and the Bu- 
reau of Reclamation in a Southern Recla- 
mation Conference, held in the auditorium 
of the- Interior Department, December 14 
and 15, 1927. 

MORNING SESSION, DECEMBER 14 

Following the registration of the dele- 
gates, the conference was called to order 
by.Dr. Elwood Mead, Commissioner of the 
Bureau of Reclamation, presiding. Hon. 
Hubert Work, Secretary of the Interior, 
in his usual felicitous vein, welcomed the 
delegates to the conference. The Secre- 
tary stated that he was intensely inter- 
ested in this scheme of home making, and 
that unquestionably an opportunity exists 
in the South for planned group settlement 
by extending the principles of western 
irrigation to that region. He called 
attention to the fact that a well thought 



out plan of agriculture should go hand in 
hand with the engineering works. He 
referred to the Interior Department as the 
"home-making" department of the Gov- 
ernment, and stressed the thought that 
this movement is not for the purpose of 
creating more agricultural land, but of 
organizing communities with an attrac- 
tive rural home life. 

The response to the Secretary's address 
of welcome was made by Dr. W. W. Long, 
director of extension service, of South 
Carolina. Doctor Long stated that Sec- 
retary Work was the first Secretary of the 
Interior to call attention to the fact that 
reclamation is national in scope. He 
referred to recent criticism of the move- 
ment, growing out of ignorance and mis- 
understanding of its purpose, but stated 
that if the South caught this vision of a 
demonstration of organized community 
life the critics of the movement would be 
shamed and the Secretary would be hailed 
as one of the South's great benefactors. 
Doctor Long stated that we need a posi- 
tive, direct, and intelligent leadership that 
deals with specific and definite details 
and not in glittering generalities. 



George C. Kreutzer, director of recla- 
mation economics, then spoke on the 
progress of the southern investigations, 
recalling the recommendations of the 
three special advisers on southern recla- 
mation, appointed a year ago by the Sec- 
retary, and outlining the assistance the 
bureau had received from cooperating 
sources in its recent study of the seven 
tracts of land selected for this investiga- 
tion by the States of North and South 
Carolina, Georgia, Florida, Alabama, 
Mississippi, and Tennessee. Mr. Kreut- 
zer then took each project in order and 
gave a brief summary of the data gathered 
and the conclusions reached, with partic- 
ular reference to costs of development and 
the agricultural programs which had been 
worked out for each project. 

Doctor Mead then addressed the con- 
ference on the subject of a plan for the 
creation of organized rural communities 
in the South, stating that the conference 
had been called to enable the Bureau of 
Reclamation to explain to its associates 
and cooperators in the South what has 
been done and what has been learned. 
He referred to present conditions, con- 




INTERIOR 
DEPARTMENT 




Some of the delegates attending the Southern Reclamation Conference 



January, 1928 



NEW RECLAMATION ERA 



trasting them with conditions iu Australia, 
Denmark, Germany, and Holland, where 
planned community organization has 
been such a potent factor in rehabilitating 
the rural life of the people. 

AFTERNOON SESSION, DECEMBER 14 

David R. Coker, of Hartsville, S. C., 
presided and introduced Hon. Lawrence 
D. Tyson, United States Senator from 
Tennessee, who spoke on opportunities 
of Tennessee for organized community 
settlement. Senator Tyson said he be- 
lieved that the present movement is going 
to be the finest thing to help solve the farm 
problem that has ever been presented to 
the American people. He pointed out 
the many opportunities in Tennessee for 
this proposed work, with particular refer- 
ence to the Mayland tract, stating that 
there would be no question about getting 
settlers; that under the proposed plan 
Tennessee farmers would take every farm 
made available. 

The Senator stated that the question 
of increasing our agricultural land and 
producing a surplus did not enter into the 
present picture, as it would take many 
years to try out the experiment and we 
must in the meantime be preparing to 
meet the great increase in our population. 
The Senator asserted that he was inter- 
ested in the movement not from a purely 
local standpoint, but from that of the 
development of the Nation as a whole, 
stressing the fact that this proposed 
development must be made so attractive 
to the rural boys and girls that they will 
not leave the farm. He gave statistics 
showing the amount of farm land that 
had been abandoned throughout the 
South during the past six years and 
asserted that to stop this we must show 
these people that it is to their interest to 
stay on the farm; that this is the oppor- 
tunity to do this; and that any amount 
of money appropriated is not too much 
to spend to bring this about. Tennessee, 
he concluded, will be behind this move- 
ment, heart and soul. 

Dr. E. C. Branson, of the University of 
North Carolina, then spoke of the eco- 
nomic and social significance of a home- 
owning people, contrasting this with the 
landless, homeless, tenant-ridden situa- 
tion in many parts of the South. The 
ability to live together with others com- 
fortably, prosperously, and happily, he 
said, is a fine art. This movement, he 
asserted, offers not a charity, but an 
opportunity, adding that we must solve 
the problem by subsoiling the public 
mind in preparation for the work. 

Mr. Coker then referred to the fine 
work the railroads in the South, through 
their development departments, have 



been doing for many years in promoting 
agricultural and industrial development, 
and introduced Clement S. Ucker, direc- 
tor of development of the Seaboard Air 
Line Railroad. 

Mr. Ucker stated that civilization 
depends on our bringing about the estab- 
lishment of more self-sustaining, pros- 
perous, and enduring farm homes, and 
that the development of such organized 
communities is a matter that touches 
and strengthens the Nation itself. 

Hugh MacRae, of Wilmington, N. C., 
said that there is a vast amount of valu- 
able information already in the South 
which can be drawn on, but that this can 
be done to advantage only through demon- 
strations such as these projects would 
afford. He asserted that one planned 
rural community, if placed in each 
Southern State, would be an example of 
the utmost importance to rural life in 
those States. He believed that the 
necessary funds should be appropriated, 
and that the South should no longer be 
expected to make an unaided struggle 
against present agricultural conditions in 
that locality. 

Colored lantern slides were then shown 
by Doctor Mead, illustrating planned 
community development in Australia, 
Scotland, and Germany, followed by a 
few scenes on the irrigation projects of 
the West, showing the primitive homes of 
the early settlers and the present homes of 
well-to-do water users. Then followed 
two reels of motion pictures showing 
scenes on the tracts in the South which 
have been under investigation by the 
bureau, and planned community develop- 
ment on Mr. MacRae's colonies near 
Wilmington. 

MORNING SESSION. DECEMBER 15 

The morning session of December 15 
opened at 9.30 with Mr. MacRae pre- 
siding. The first address was by Hon. 
E. C. Finney, First Assistant Secretary 
of the Interior. Mr. Finney stated that 
in his opinion each section of the country 
is entitled to the opportunity to develop 
its natural resources, that the proposed 
plan is a constructive one, and that the 
time is opportune to put the plan into 
operation, asserting that the slogan 
"Back to the soil" is one that can not 
be repeated too often. 

Mr. MacRae then introduced Hon. W. 
M. Whittington, Member of Congress 
from Mississippi, calling attention to the 
fact that Mr. Whittington had been a 
member of the House Committee on 
Irrigation and Reclamation and is especi- 
ally fitted to assist in bringing about the 
proposed development. 

Mr. Whittington made the national 
aspect of reclamation the key note of his 



remarks. There is just as good reason, 
he said, as a matter of public welfare to 
extend reclamation to other sections of 
the country as there was to initiate it in 
the West. There is just as good reason 
for the drainage of swamp lands or the 
reclamation of cut over lands as there is 
for the irrigation of arid lands. Recla- 
mation, he said, must be extended to the 
whole country. He asserted that the 
so-called overproduction did not bother 
him so far as it relates to reclamation, 
stating that you might as well argue that 
a tariff conduces to overproduction of 
manufactured articles as that reclamation 
conduces to overproduction of farm prod- 
ucts. In the last analysis, he Said, the 
problem of all reclamation is a matter 
of settlement, with all that this connotes 
of a social and organized community 
rural life. Agriculture is the basic indus- 
try of the country. The population is 
steadily increasing, and we must provide 
for this increase. 

Hon. William J. Harris, < United States 
Senator from Georgia, and a member of 
the Senate Committee on Appropriations, 
was then introduced. Senator Harris 
spoke briefly, the trend of his thought 
being that within a very short time the 
necessary appropriations for this great 
work would be forthcoming. 

Doctor Branson then read the resolu- 
tions of the committee on legislation, which 
indorsed the policy of southern reclama- 
tion and recommended that Congress be 
asked to authorize the work and appro- 
priate funds to put it into effect in the 
Southern States, the money to be ex- 
pended under the direction of the Bureau 
of Reclamation. 

J. M. Patterson, chairman of the 
Georgia Reclamation Committee, stated 
that we must educate the public and the 
legislatures to the new conception of 
reclamation; that this proposed work does 
not mean the bringing into production of 
large areas of agricultural land, but of 
making contented, prosperous, organized 
rural communities. 

Dr. Burdette G. Lewis, chairman of the 
Florida Reclamation Committee, dis- 
cussed the resolution, which was then 
adopted unanimously by the conference. 

Hon. Walter F. Lineberger, former 
Member of Congress, and consulting 
engineer, stated that he believed that it is 
fundamentally sound to extend the work 
of the Bureau of Reclamation to include 
the South; that he is heartily in favor of 
the great program outlined, adding that 
this is more than a proposition for re- 
claiming land; it is a great social and eco- 
nomic movement of the most vital benefit 
to our whole country. 

The concluding address of the morning 
session was given by L. J. Folse, general 



NEW RECLAMATION ERA 



January, 1928 



manager of the Mississippi State Board of 
Development, who gave an inspiring talk- 
on the need from a national standpoint of 
improving present agricultural conditions 
in the South. Southern rural life, he said 
faces a greater challenge than ever before 
We can meet this challenge through the 
proposed program of planned develop- 
ment. On the question of where the 
settlers were to come from, he stated that 
there need be no worry on that score; that 
he had never seen a farm with a comfort- 
able and habitable house with a "for 
rent" sign on it. Establish a group set- 
tlement with habitable houses and settlers 
will flock there. 

AFTERNOON SESSION. DECEMBER 15 

The afternoon session was presided over 
by Rutledge Smith, of Tennessee. It was 
agreed that effort should be made to have 
the proceedings of the conference printed 
as a public document. 

Following a few inspiring remarks by 
Mr. Smith, the conference adjourned. 

Those attending the conference were as 
follows : 

Amory, Copley, 1811 Q Street NW., Washington, D. C. 

Amory, Mrs. Copley, 1811 Q Street NW., Washington, 
D. C. 

Baker, Charles H., assistant to general attorney, Chi- 
cago, Burlington & Quincy It. R. and Northern 
Pacific Ry., 505 Transportation Building, Washing- 
ton, D. C. 

Bankhead, Hon. W. B., Memher of Congress, Tenth 
Alabama district, House Office Building, Washing- 
ton, D. C. 

Ball, Bert, National Crop Improvement Committee, 
105 South La Salle Street, Chicago, 111. 

Barrett, T. E., commercial agent, Norfolk & Western 
Ry., Baltimore, Md. 

Bellah, L. P., general industrial agent, Nashville, 
Chattanooga & St. Louis Ry., Nashville, Tenn. 



a Project Beets 
Make Profit for Growers 

Minidoka project farmers have com- 
pleted their beet harvests. It is under- 
stood that Cassia and Minidoka Counties 
supplied more than 46,000 tons of sugar 
beets to the Burley factory. The north 
side of the project averaged 14J^ tons 
per acre and the south side 13J4 tons. 
The heaviest yield was stated to be from 
the 10-acre field of E. Bowman, near 
Rupert, whose crop averaged almost 27}- 
tons. Fifty-five acres in a tract belonging 
to the Amalgamated Sugar Co. yielded a 
little more than 20 tons per acre. The 
quality of the beets grown was good and 
the sugar content satisfactory. This 
year's contract price to growers was $7.50 
a ton, with a possible bonus dependent 
on the price of sugar. Last season's 
bonus amounted to $1.24 a ton. Good 
prices have also been paid for beet tops 
left in the fields, this by-product, which 
is fed to sheep and lambs, bringing as 
high as 50 cents to the ton of beets 
delivered. 



Benjamin, Jesse, biochemical engineer, Technical In- 
terests, Clermont, Fla., 1411 Montague Street, Wash- 
iiiRtou, D. C. 

Beveridge, Bruce, Selma, Ala. 

Bissell, Charles A., chief, engineering division, 
Bureau of Reclamation, Washington, D. C. 

Blanchard, C. J., representing Hardce County, Wau- 
I'lmln, Fla. 

Blythe, S. O., the Country Gentleman, 889 National 
Press Building, Washington, D. C. 

Branson, Dr. E. C., University of North Carolina, 
Chapel Hill, N. C. 

Brookinfis, W. DuB., manager, natural resources de- 
partment, United States Chamber of Commerce, 
Washington, D. C. 

Brown, Dr. Hugh A., assistant director of reclamation 
economics, Bureau of Reclamation, Department of 
the Interior, Washington, D. C. 

Brown, P. J., banker, Albany, Ga. 

Burlew, E. K., administrative assistant to the Secre- 
tary, Department of the Interior, Washington, D. C. 

Byrns, Hon. Joseph W., Member of Congress, sixth 
Tennessee district, Washington, D. C. 

Cardwell, G. A., agricultural and industrial agent, 
Atlantic Coast Line R. R. Co., Wilmington, N. C. 

Carroll, Col. J. H., assistant to president, Northern 
Pacific Ry., and general attorney, Chicago, Burling- 
ton & Quincy R. R. Co., 505 Transportation Build- 
ing, Washington, D. C. 

Church, Capt. H. F., assistant commissioner port de- 
velopment, representing South Carolina Reclama- 
tion Commission, Charleston, S. C. 

Coker, David R., plant bleeder, and director Federal 
Reserve Bank of Richmond, Hartsville, S. C. 

Davis, J. Irwin, county agent, Albany, Ga. 

Dean, Wm. Harper, manager, agricultural department, 
United States Chamber of Commerce, Washington, 
D. C. 

Engle, Charles A., supervising engineer, Bureau of 
Indian Affairs, Washington, D. C. 

Fass, Morris, chairman, Coastal South Carolina Agri- 
cultural Development and Industrial Association, 
Dillon, S. C. 

Fletcher, Hon. Duncan U., United States Senator from 
Florida, Senate Office Building, Washington, D. C. 

Folse, L. J., general manager, Mississippi State Board 
of Development, Jackson, Miss. 

Gross, Morgan V., member Florida Reclamation Com- 
mittee, Jacksonville, Fla. 

Grimsley, Geo. A., president, Security Life & Trust 
Co., Winston-Salem, N. C. 

Hawkins, M. S., president, John L. Roper Lumber 
Co., Norfolk, Va. 

Hearn, W. E., United States Department of Agricul- 
ture, Washington, D. C. 

Hull, Hon. Cordell, United States Representative from 
Tennessee, Washington, D. C. 

Jackson, J. F., general agricultural agent, Central of 
Georgia Ry., Savannah, Ga. 

Jackson, T. S., secretary-manager, chamber of com- 
merce, Hattiesburg, Miss. 

Jeffords, S. L., special investigator of land reclama- 
tion and settlement, Spartanburg, S. C. 

Jenkins, Joe D , general manager, Florida State Cham- 
ber of Commerce, Jacksonville, Fla. 

Jennings, E. H., postmaster and representative South 
Carolina Agricultural Society, Charleston, S. C. 

Jones, P. G., director of development. Mississippi 
Central Ry., Hattiesburg, Miss. 

KefTer, Charles A., director agricultural extension, 
University of Tennessee, Knoxville, Tenn. 

Kreut/.er, George C., director of reclamation economics, 
Bureau of Reclamation, Department of the Interior, 
Washington, D. C. 

Laird, B. L., farm land developer, Sebring, Fla. 

Leach, Charles F., farmer, Monticello, Fla. 

Lewis, Dr. Burdette G., vice president J. C. Penney- 
Gwinn Corporation, and chairman Florida Com- 
mittee on Reclamation, Penney Farms. Fla. 

Llneberger, Hon. Walter F., consulting civil engineer, 
former Member of Congress, Fort Lauderdale and 
Hollywood, Fla. 

Long, Dr. W. W., director of extension, University o' 
South Carolina, Clemson College, S. C 

McBride, J. W., general agricultural agent, Seaboard 
Air Line Ry. Co., Savannah, Ga. 



McCready, J. Harrison, president, board of super- 
visors, plantation drainage, irrigation and improve- 
ment district, Broward Co., Fla., 800-803 Ingraham 
Building, Miami, Fla. 

MacRae, Hugh, chairman Southern States Associated 
Committees on Reclamation, Wilmington, N. C. 

Manning, Warren H., landscape designer, 210 Brattle 
Building, Cambridge, Mass. 

Marshall, Wm. H., farmer, Fort Lauderdale, Fla. 

Mason, J. Rupert, San Francisco, Calif. 

Mays, E. D., development department, Seaboard Air 
Line Ry., 203 Liberty Bank Building, Savannah, Ga. 

Mead, Dr. Elwood, commissioner, Bureau of Reclama- 
tion, Department of the Interior, Washington, D. C. 

Montague, R. L., Charleston, S. C. 

Newell, F. H., coasulting engineer, Washington, D. C. 

Patterson, E. O., solicitor, Department of the Interior, 
Washington, D. C. 

Patterson, J. M., pecan grower, chairman Georgia 
committee, Putney, Ga. 

Peterson, George M., representative for Fred Delano, 
4242 Thirty-ninth Street NW., Washington, D. C. 

Preston, Porter J., superintendent, Yuma reclamation 
project, Yuma, Ariz. 

Price, W. E., general immigration agent, Southern 
Railway, Washington, D. C. 

Rice, Thos. D., Bureau of Chemistry and Soils, Depart- 
ment of Agriculture, Washington, D. C. 

Robertson, A. D., Seaboard Air Line Ry., Hamlet, 
N. C. 

Rodman, W. B., general counsel, Norfolk-Southern 
Railroad Co., Norfolk, Va. 

Schnurr, Miss Mae A., secretary to the Commis- 
sioner, Bureau of Reclamation, Department of the 
Interior, Washington, D. C. 

Smith, Rutledge, Tennessee Central Railway, Nash- 
ville, Tenn. 

Steven?, Ben M., merchant, Richton, Miss. 

Talmadge, Eugene, commissioner of agriculture, At- 
lanta, Ga. 

Tyson, Hon. Lawrence D., United States Senator from 
Tennessee, Washington, D. C. 

Ucker, Clemeot S., director of development, Seaboard 
Air Line, Savannah, Ga. 

Walker, Dr. W. H., Williams, Calif. 

Webb, O. B., assistant to president, Texas Pacific 
Ry., New Orleans, La. 

Weininger, Edgar, photographer, Washington, D. C. 

Whaley, J. K., lawyer, McRae, Ga. 

White, G. W., general passenger agent, Gulf, Mobile 
& Northern R. R., Mobile, Ala. 

Whitford, A. C., consulting engineer, Watson Hotel, 
M ami, Fla. 

Work, Dr. Hubert, Secretary of the Interior, Washing- 
ton, D. C. 



Irrigation in India 

From Lloyd Barrage 

A recent issue of the Christian Science 
Monitor gives some interesting figures 
concerning the Lloyd Barrage now under 
construction in India. 

The object of the barrage is to give an 
assured supply to and to extend the irri- 
gation now effected by the numerous 
inundation canals in Sind, which draw 
their water from the Indus. This will 
be achieved by the construction of a bar- 
rage nearly a mile long between abut- 
ments, across the Indus, which will be by 
far the biggest work of its kind yet com- 
pleted. 

From this barrage seven canals will take 
off, irrigating more than 5,000,000 acres. 
The cost of the scheme will be about 
$60,000,000. Altogether the barrage will 
protect an area considerably larger than 
Wales. 



January, 1928 



NEW RECLAMATION ERA 



Reconstruction of Zillah Wasteway, Yafyma Project, Washington 



By D. L. Carmody, Maintenance Engineer. Sunnyside Divhlon 



THERE is an old saying that "Rome 
was not built in a day," and the same 
can truthfully be said of irrigation proj- 
ects. Like the fast-growing towns and 
cities, there is always the need of expand- 
ing the existing facilities, or of new con- 
struction to keep up with the demand for 
public improvements. In the towns and 
cities the demands are for sewers, domes- 
tic water supply, or paving. On the proj- 
ects the improvements are largely in the 
nature of works and structures for the 
conservation of water or for better control 
and regulation. 

On the Sunnyside division of the 
Yakima project every effort is being made 
to keep up with the general need of im- 
provements and each year some feature 
is selected to receive attention. During 
the year 1925-26, as a part of the regular 
maintenance program, the reconstruction 
of 727 feet of wooden flume at the lower 
end of the main canal wasteway was 
undertaken and carried to a successful 
completion. 

The new structure is of the same length 
as the one it replaced and is a U-shaped, 
concrete flume of the thin-wall type, 
heavily reinforced. Except for the last 
30 feet at the outlet end and a section 
under the Northern Pacific Railway, the 
walls and the floor are 6 inches in thick- 
ness. The inside dimensions are the same 
throughout the length of the flume, the 
bottom width being 7 feet and the height 
of the side walls 5 feet 6 inches. 

. The side walls are reinforced with %- 
inch round bars spaced 7 inches center to 
center on both faces. The bars on the 
inside faces are continuous across the 
floor, with loops at the junction of the 



walls and floor. The outside bars extend 
3 feet into the floor on each side. Every 
alternate bar in each face is the full 
height of the side walls; the others extend 
but half way. 

The longitudinal steel consists of 33 
lines of J^-inch round rods lapped 40 
diameters at junction points. 



Uncompahgre Project has 

Many Prize Winners 

The fruit exhibit from Delta County, 
Colo., in which the Uncompahgre project 
is located, captured 5 sweepstakes, 30 
first prizes, numerous second prizes, $200 
in special prizes, first prize on every 
entry made except Jonathans, and sweep- 
stakes on potatoes at the Horticultural 
Exposition and National Fruit Show at 
Kansas City. 

The Montrose 4-H Club took first 
prize in the annual canning contest con- 
ducted by the Hazel Atlas Glass Co., 
of Philadelphia, in the western section, 
including the States of Arizona, Califor- 
nia, Colorado, Idaho, Montana, New 
Mexico, Nevada, Oregon, Utah, Wash- 
ington, and Wyoming. The club was 
made up of 13 girls who worked during 
the summer in preparing the exhibits. 
The articles canned were chicken, car- 
rots, tomato soup, corn relish, picallili, 
apricots, sweet cherries, pear preserves, 
beets, corn, pears, cabbage, watermelon 
preserves, mince meat, sausage, pickles, 
red raspberries, fruit salad, tomato 
pickles, sour cherries, pork chops, and 
apples. 



The last 30 feet of the flume has side 
walls and floor 8 inches in thickness, and 
15 feet of the flume is cantilevered over 
the pool into which water is discharged. 
The cantilever section is supported by a 
reinforced concrete pier, with a base 4 
feet 6 inches by 12 feet, carried down to 
an elevation 2 feet below the deepest part 
of the pool. 

For about 100 feet of its length the 
flume passes through a horseshoe-shaped 
culvert under the tracks of the Northern 
Pacific Railway and in this section the 
side walls and floor of the culvert were 
filled out to make its cross-section con- 
form to the new work. 

The pier and lower end of the flume 
are protected by a puddled earth embank- 
ment, extending to high ground on both 
sides of the flume and the embankment 
is faced with a blanket of large gravel and 
rock of a one-man size. The top of the 
embankment is 6 inches below the top 
of the flume. 

For its entire length the flume is located 
in a deep cut which necessitated unusual 
precaution being taken to insure proper 
drainage facilities around and under the 
flume. To accomplish this, a foundation 
of gravel 10 feet wide and with a minimum 
depth of 18 inches was provided and under 
the center of this was laid a line of 6-inch 
vitrified clay tile. 

The flume was put into service at the 
beginning of the 1926 irrigation season 
and successfully carried more than the 
quantity of water for which it was 
designed. 

The work was done by the regular 
maintenance forces of the Sunnyside 
division and the total field costs were 
$13,989.68. 




6 



NEW RECLAMATION ERA 



January, 1928 




Reclamation Project Women and Their Interests 

By Mae A. Schnurr, Secretary to the Commissioner and Associate Editor, New Reclamation Era 




Happy and Prosperous New 
Year 

LET this be an individual message to 
each and every one of our readers. 
We all have something to be thankful 
for that occurred during the past year, 
and we should start the new year full of 
a realization that new opportunities will 
be afforded. It is up to us to grasp these 
and make the most of them. 

Traveling Schools 

In certain parts of the United States 
and in Europe traveling schools are re- 
sorted to to bring to the people in rural 
districts the means of schooling that 
would otherwise be denied them. 

In the United States they reach a class 
of traveling people who, due to the nature 
of their occupation and their lack of means 
would otherwise be deprived of educating 
their children, for example, harvesters and 
their families who follow the crops. 

In Europe special agricultural courses 
are given by this method. They are re- 
ported popular as are also the domestic- 
science courses given by the same method. 

Education in approved methods in 
farming, started on a small scale among 
Negro farmers of the South, has been ex- 
panded by necessity through the Govern- 
ment service. 

SCHOOLS ON WHEELS IN UNITED STATES 

We are proud of what has been done 
on our projects to improve educational 
conditions and the methods in agri- 
culture. We thrive on stories that come 
to us of the erection of new schools, the 
establishment of new courses, the opening 
of a new branch library, or extension 
work along this line all spell progress. 

Has it ever occurred to you that other 
sections of our own country do not have 
these advantages? 

The extension of the bureau's investi- 
gations to southeastern United States 
reveals conditions such as shown in the 
accompanying illustration Antiquated 
methods in agriculture retard progress. 
It was to improve conditions in his race 
that inspired Booker T. Washington to 
give to the negro farmers of the South 
agricultural schools on wheels; in other 
words motorized classrooms. Through 
this medium they are enjoying a release 
from agricultural ignorance by which the 
race long was handicapped. 




Thirteen children to this southern family 



By carrying education to the farmer at 
his home the agricultural school on wheels 
reaches a class that could not be reached 
by the educational institution of the 
ordinary type. These farmers, the ones 
that need this training the most, lack the 
moral courage and funds to attend the 
more formal institutions to which they 
would have to travel back and forth and 
enter into competition of class work. 

Besides teaching the men improved 
agricultural methods the movable school 
coaches wives and daughters in practices 
which enable them to improve living 
conditions and home environment. 

SCHOOLS ON WHEELS IN CANADA 

The Department of Education in the 
Province of Ontario has what is known as 
railway school cars to serve the localities 
too thinly settled to justify buildings. 
There are, also, many groups developing 
New Ontario that do not represent per- 
manent communities but which change 
their places of abode following pioneer 
development of railroads, etc. 

These cars are equipped with furniture 
and fitted with all things needful for the 
school. In addition, the minister of edu- 
cation has provided two public libraries 
fitted with books and equipment which 
occupy space in the classroom cars. The 
teachers serve as librarians. The cars, 



one on the C. P. R. and one on the 
C. N. R., will stop for classes at seven 
selected places in an approximate dis- 
tance of 120 miles. At each place, the 
children will enter the car for daily 
instruction and then receive assigned 
home work to keep them employed till 
the cars make their next visit. The cars 
pass over their respective routes about 
once in five weeks. 

The public library features are of special 
interest. The bookcases are finished to 
match the hardwood trimming in the 
cars. The books are new and in fine 
editions. Each library is made up of 
reference books, works on subjects of 
general interest, and standard fiction with 
Canadian authors predominating. Adult 
books form less than a third of the collec- 
tion. There is an especially fine collection 
of books for older boys and girls, consisting 
of the best type of stories and books 
which represent subjects in which young 
people have a natural interest. The 
books are in easy English and the type, 
illustrations, and style adapted for the 
purpose of making a favorable impression 
as an introduction to the world of books. 

GERMANY'S TRAVELING SCHOOLS 

When about 30 years ago Schepp, the 
agricultural adviser, began to establish 
household management courses at Siegen 



January, 1928 



NEW RECLAMATION ERA 




St; -y 

, ^^ W '. 





Methods still in use in the South 



a portable hut, the property of the Siegen 
Boys' Red Cross Society, was used for 
the classes and for storing the equipment, 
but this precedent has not been followed. 
It is usual, instead to have a traveling 
equipment, there being, as a rule, no 
difficulty in finding suitable premises in 
the different villages. 

In a traveling school of this kind, at 
which the girls attend throughout the 
week, it is possible to employ special 
teachers. Such teachers of domestic 
economy have begun work in the country 
districts in these traveling household 
management schools (Wanderhaushal- 
tungsschulen). 

At present it is not practicable to have 
a permanent teacher, except on this plan. 
This is a serious inconvenience, since it is 
very difficult with the constant moving 
about to pay attention to the general 
training. It is consequently doubtful 
whether the traveling school will come 
into very general use. On the one hand, 
there is a tendency to replace it by the 
continuation school, which would mean 
that the fuller equipment and the special 
teachers were dispensed with; on the 
other hand, an attempt is being made to 
reduce the number of districts served by 
the traveling school of household man- 
agement. If attendance at the traveling 
schoo 1 were compulsory, as it is at, the 
continuation school, or if attendance at 
the traveling school involved exemption 
from attendance at the other, there would 
be at once a considerable rise in the num- 
ber of pupils attending the traveling 
schools, so that in a single district there 



would be room for three or four such 
schools. If these schools were conven- 
iently placed within a limited area, it 
would be possible to give up the migra- 
tory system, while the pupils of the dif- 
ferent communes could attend in a fixed 
rotation at a school in permanent prem- 
ises. Each commune would be obliged to 
send the girls for three months, every 
three years. Girls coming from the com- 
munes nearest to the school would go 
home to sleep, the others would have to 
be lodged at the school. The cost would 
not be very high; at present the pupils 
nearly always take their meals at the 
schools, after preparing the food them- 
selves. The dormitories would be of a 
quite simple kind and kept in order by 
the girls themselves. Such a scheme 
might well be completed by the estab- 
lishment, in the separate communes, of 
the school district, of small continuation 
schools under the direction of the manag- 
ing head of the household management 
school, so as to prepare the younger girls 
for the school and to keep up the general 
education of the elder girls who have 
already been in attendance, and thus make 
the results of the special instruction more 
lasting. It is not possible to prophesy at 
this stage as to the future development of 
these institutions, especially as a certain 
rivalry is observable between the house- 
hold management traveling school and the 
courses for girls at the schools of agri- 
culture. 

The curriculum of the traveling school 
must naturally be simple. The follow- 
ing passage may be quoted from a lecture 



given by Schepp at the second general 
meeting of the German Society for Fam- 
ily Welfare and Prosperity, on February 
17, 1898: 

"The morning is devoted to work in 
the kitchen, the afternoon to the theory 
of cookery, including invalid diet, to 
ironing, mending, and other kinds of 
women's work. The pupils receive in- 
struction from experts on our experi- 
mental plots, and at intervals the direc- 
tor of the winter school of the neighbor- 
ing district instructs them in the feeding 

; and management of milch cows and calves. 

| All the teaching follows the lines of the 

j "Guide to Domestic Well-being," a small 
textbook which contains all that a house- 
wife ought to know and which can not 
be too highly recommended. The man- 
ual is distributed to the pupils at the 
reduced price of 30 pfennig. At the 
end of each course 20 or 24 pupils take 
a practical examination and receive a 
certificate of competence. At this exami- 
nation the mothers, the communal au- 
thorities, the ministers and the presi- 
dents of the women's associations are 
present, and become acquainted with 
the results of the teaching." 

It is seen that as early as the end of 
last century the original idea of institut- 
ing traveling cookery courses was given 
up and instead instruction was given in 
household management, with a decided 

agricultural bias. 



Gopher Invasion on 

Irrigation Project 

From October 1, 1926, to August 19, 
1927, the Tieton Water Users' Associa- 
tion, Yakima project, Washington, paid 
bounties on 9,633 gophers, according to 
Secretary Floyd Foster in a recent issue 
of the Yakima Daily Republic. Rewards 
of 5 cents each are paid for each gopher 
killed, the total amount during the period 
being $481.65. It was expected 'hat 
fully 10,000 gophers would be paid for by 
October 1 of last year. 

The owner of one orchard of 120 acres 
has collected pay on 1,800 gophers. In 
addition to those whose pelts are saved 
and on which rewards are collected, many 
are poisoned. There is no way of estimat- 
ing how many are killed by this method. 
Traps, poison, and every method which can 
be thought of to rid the orchards of the 
pests are being used. 



E new beef feeding yards at Belle 
Fourche are using 135 tons of beet 
pulp a day, feeding 1,500 head of steers. 



8 



NEW BECLAMATION ERA 



January, 1928 



Summary of Report of Advisers to the Secretary of the Interior on 
Economic Conditions on Federal Reclamation Projects Petitioning for 
Extension of Time for Repayment of Construction Charges 



EARLY in the year 1927 Secretary 
Work addressed a letter to the 
chairmen of the Senate and House Com- 
mittees on Irrigation and Reclamation, 
respectively, calling attention to the re- 
quests for deferment of payment of 
charges by a number of the Federal irri- 
gation projects, setting forth the opinion 
of the department that no extensions 
should be granted at that time in view of 
the concessions already granted by Con- 
gress under the adjustment act, and pro- 
posing that a comparative study be made 
of the charges on these and other projects 
and of the ability of the water users to 
meet their obligations under existing con- 
tracts. 

A conference was held with the members 
of these committees and it was agreed that 
instead of attempting to deal with these 
requests for deferment as an administra- 
tive matter of the department, arrange- 
ments would be made for a careful eco- 
nomic study of existing conditions on 
these projects. This study was accord- 
ingly placed in the hands of three advisers 
who had been previously designated to 
make a survey of economic and engineer- 
ing conditions on the Indian irrigation 
projects. These advisers were Porter J. 
Preston, superintendent of the Yuma irri- 
gation project, Bureau of Reclamation; 
Charles A. Engle, supervising engineer, 
Bureau of Indian Affairs; and Ray P. 
Teele, associate agricultural economist, 
Bureau of Agricultural Economics, De- 
partment of Agriculture. Mr. Teele died 
after the investigations had been prac- 
tically completed, and J. L. Lytel, super- 
intendent of the Yakima irrigation proj- 
ect, Bureau of Reclamation, was later 
designated to act in place of Mr. Preston 
in the investigation of the Yuma project. 
These advisers have now submitted their 
report on the Federal reclamation proj- 
ects, with the following general observa- 
tions and conclusions: 

During the field studies certain facts 
were observed that are general to all 
projects. 

On nearly every project a number of 
farmers apparently fail to appreciate the 
responsibility involved in their contracts 
with the Government. Irrigation dis- 
tricts neglect to extend their assessment 
rolls in order to make the necessary 
levies for meeting their payments unless 
prompted by the bureau. Many water 
users make no provision for taking care 
of their payments until the Government 
closes off their water. The feeling that 
often prevails is that the Government 
will not assume the responsibility of dis- 



continuing the delivery of water to any 
considerable number of farmers, and that 
relief of some kind will be given. Relief 
and extensions heretofore granted have 
strengthened this feeling. 

If there is to be a higher regard in the 
future for the responsibility of water users 
respecting their contracts with the Gov- 
ernment, modification of existing con- 
tracts should be made only when there is 
a very sound economic reason, and then 
only after very careful consideration. 

A general feeling exists among many 
people on the various projects that when 
money is paid the Government and is 
deposited in the Federal reserve banks, 
the community loses by that amount. 
For this reason bankers and business men 
often advise against the payment of 
irrigation charges if it is possible to avoid 
such payment. The fact is overlooked 
that the Government at some previous 
time expended this amount in that 
community. Agitation for relief and for 
extension of time to make construction 
payments often has its source in the 
banker, mortgage holder, and business 
man, all of whom are more anxious to 
increase the farmer's immediate means to 
purchase, or to care for local obligations, 
than they are to see him discharge his 
obligation to the Government and pre- 
serve the solvency of reclamation. 

Some of the projects suffered very 
severely from land inflation during and 
after the war. Deflation has been re- 
sisted by all classes on the projects. 
Lands fail to move at prices asked and 
stagnation in this line results. The 
Government is urged to relieve the situa- 
tion by reducing water payments and 
thus enhance land values. Agitation in 
the past for relief measures pending or 
passed by State or National Governments 
has given a false support to orderly 
readjustment on a sound economic basis. 
Some projects are now getting land values 
partly deflated; others are just beginning 
the process. Relief is seldom of sufficient 
amount to help many farmers on such 
projects, and it can never remedy their 
economic ills. 

All this has had the effect of lowering 
the morale of the water users. In order to 
improve this morale these elements must 
be eliminated. 

The Bureau of Reclamation is regarded 
as the leader in irrigation development in 
this country. On the success of its 
administration, on its methods of proce- 
dure and policies as well as results 
accomplished, will depend the progress 
and prosperity of a large part of the arid 
region. It is, therefore, very important 
that the full intent and purpose of the 
reclamation laws be carried out with rigid 
adherence to modern business methods 
and in order to do this the landowners 
must be required to carry out the terms 
and conditions of existing public notices 
and contracts promptly and honestly. 

In their recommendations for specific 
projects it should be borne in mind 
that the economic advisers were dealing 



not alone with conditions on a certain 
project but with these conditions as they 
related to all the other projects with a 
view to effecting equality of treatment. 
A summary of their recommendations 
for these specific projects follows: 

The Rio Grande project, New Mexico- 
Texas, requested an extension of time from 
20 to 40 years to complete payments, 
because of the low price received for cot- 
ton in 1926 and because such extensions 
of time had been granted to other projects. 
The advisers pointed out that all construc- 
tion cost payments had been made 
promptly until 1926; that the average 
per acre crop return from cotton from 
1922 to 1926 was $98.42, the average for 
1926 being $56.90, and that the price of 
cotton has since advanced from 14 to 21 
cents a pound; that the project with a 
construction cost of S90 has an average 
annual crop value for all crops of $76.25; 
and that the water users are in a much 
better position to meet their payments 
than more northerly projects which are 
making regular payments although with 
a much lower crop value. It was accord- 
ingly recommended that no extension be 
granted. 

The Tieton division of the Yakima pro- 
ject, Washington, requested Government 
expenditures to secure an additional water 
supply, and extension of time for repay- 
ment of cost, stating that there was insuffi- 
cient water for the project lands. The 
advisers pointed out that the logical 
solution appears to be to reduce the pro- 
ject area to conform to the water supply 
available by eliminating unproductive 
lands and transferring the water to pro- 
ductive lands needing the additional 
supply, calling attention to the fact that 
the Tieton division is one of the most 
prosperous orchard districts in the North- 
west and that those owning developed 
farms have no difficulty in meeting their 
water payments promptly. The request 
for extension of time comes chiefly from 
owners of undeveloped land, young 
orchards and those owning 3,032 acres of 
poor land which the bureau has offered to 
eliminate from the project. To grant 
an extension would amount to using the 
reclamation fund for loans for develop- 
ment and encourage the use of water on 
poor land. It was accordingly recom- 
mended that the request be denied. 

The Granger irrigation district, Yakima 
project, Washington, requested an exten- 
sion of time from 20 to 40 years, on the 
ground that the construction cost of 
approximately $156 per acre is more than 
they can pay within the 20-year period, 
and that considerable additional construc- 
tion work other than that covered by the 
Government contract was necessary to 
complete the system. The advisers state 
that there is no foundation for the latter 
contention; that the district is particularly 
adapted to, and is being largely devoted 
to the growing of fancy fruit similar to that 
produced at Snipes Mountain, an adjoin- 
ing district, where annual per acre returns 
of $300, $500, and even as high as $1,000 



January, 1928 



NEW RECLAMATION EKA 



9 



to $3,000 are reported. The district was 
eager to sign the contract five years ago, 
and there has been no change in economic 
conditions in the meantime. The advisers 
accordingly recommended that the request 
be denied. 

The Prosser irrigation district, Yakima 
project, Washington, also requested an 
extension of time on the ground that the 
annual irrigation charges, ranging from 
$7.50 to $13 per acre, are more than can 
be paid as the land is not suitable for 
fruit, but is devoted to general farming 
with an average annual crop return of 
$41 per acre. The advisers found that 
conditions justified an extension of time 
and recommended that the time of pay- 
ment be extended so as to make the total 
repayment period 30 years. 

The Okanoqan project, Washington, re- 
quested relief because of an inadequate 
water supply. The advisers found that 
although the project area has been reduced 
by the exclusion of 2,383 acres of sandy 
lands, the water supply is still inadequate, 
more than 700 acres of orchard having 
been lost from 1918 to 1926 through 
water shortage. They accordingly recom- 
mended that the area of the project be 
reduced to the area for which there is an 



adequate water supply, or approximately 
3,800 acres; and that the irrigation dis- 
trict take over the operation and main- 
tenance, the charges to be paid in 58 
semiannual installments. 

The Chinook division, Milk River pro- 
ject, Montana, requested an extension of 
time from 20 to 40 years, because of heavy 
bonded indebtedness and consequent 
large interest and retirement payments; 
large operation and maintenance costs; 
and large areas of uncultivated land. 
The advisers found that the contruction 
cost of $15 per acre is payable under the 
existing contract in 20 years, or at the 
average rate of only 75 cents per acre an- 
nually. On the ground that the yearly 
payment is so small that there is no sound 
argument for its reduction, the advisers 
recommended that the request be denied. 

The Orchard Mesa irrigation district, 
Grand Valley project, Colorado, requested 
an extension of time beyond 20 years for 
the reason that the district was originally 
promoted with the idea that the entire 
area was suitable for fruit growing, 
whereas only about one-seventh is ac- 
tually adapted for that purpose, the re- 
maining lands being adapted only to 
general farming. The advisers believed 



Huntington Downer, of Deaver, Wyo., Makes His 
Chicken Ranch Pay 

By L. H. Mitchell, Superintendent, Shoshone Project 



A BOUT 4 miles south of Deaver, Wyo., 
** in the Deaver irrigation district of 
the Shoshone project, Huntington Downer 
filed on a homestead on March 17, 1922. 
Since that time Mr. Downer has grad- 
ually developed his holding and in the 
spring of 1926 he started the construction 
of a large modern poultry farm. 

His chicken house, which is 28 by 208 
feet, is constructed on a terrace on the 
south slope of a rimrock bench. This 
arrangement affords plenty of sunshine 
and conditions are ideal for a poultry 
farm. Mr. Downer has running water in 
each of the 16 rooms and has all the 
modern appliances. 

Last April Mr. Downer started this 
enterprise with about 7,000 baby chicks. 
He had a ready market for his broilers 
last summer at the Burlington Inn at 
Cody, Wyo., and he now has about 2,000 
White Leghorn hens that bring him won- 
derful returns on his investment. These 
hens consume daily 5 bushels of wheat 
with an equal weight of mash, and he 
keeps before them ground alfalfa and meat 
scraps. The cost of this feed is about $10 
per day. 

It is an interesting sight to watch the 
process of gathering the eggs, as these hens 
lay daily from 96 to 100 dozen eggs. At 
the present time (December 8, 1927) these 
eggs are bringing 50 cents a dozen, or a 
daily gross return of $45 to $50. 



Mr. Downer is now laying plans to in- 
stall electric lights in his chicken plant so 
that the hens can start work earlier in the 
morning and thereby increase his profits. 
This electricity will be purchased from the 
United States and he will construct a 
transmission line about 4 miles in length, 
making connection from Deaver, Wyo. 

Mr. Downer also has 200 full-blooded 
White Leghorn roosters for sale at about 
$3 to $5 each. 



that the interest of both the district and 
the Government would be best served by 
extending the period of repayment from 
20 to 30 years, and so recommended. 

The Valley division, Yuma project, 
Arizona, requested an extension of time 
from 20 to 40 years to pay construction 
charges, giving as reasons the low price 
of cotton in 1926; that such action would 
leave more money for the payment of 
other debts and would help to sell the 
lands; and that other projects had been 
given 40 years in which to complete their 
payments. The advisers pointed out 
that the division has a long growing sea- 
son, good soil and climate, and good 
farmers with an ample water supply; 
that a water right is being furnished for 
$85 which cost the Government $113.40, 
and that the $85 charge will be reduced 
by revenues and credits amounting to 
$22.41, thus making the actual cost of 
water about $62.50 per acre, a very 
reasonable charge. The average crop 
return for the period 1922 to 1926 was 
$70.38 an acre, and since application for 
extension was made, the price of cotton 
has advanced from 14 cents to 21 cents a 
pound. The advisers accordingly rec- 
ommended that the request be denied. 



The occupation of poultryman in the 
Deaver irrigation district is a very attrac- 
tive one as the poultryman does not have 
to worry as much or work as long hours 
as the average farmer. 



AN ECONOMIC conference of Milk 
River project farmers, conducted by 
the extension service of Montana, was 
held recently at Malta. The conference 
was well attended and much interest was 
evidenced in the program outlined for the 
improvement of agriculture on the proj- 
ect. Particular attention was given to 
the settlement problem, and a very 
favorable reaction was obtained from 
several large landowners. 




Mr. Downer's chicken bouse and new modern home 



10 



NEW RECLAMATION ERA 



January, 1928 



Economic Notes From the Irrigation Projects 

Montana Irrigation Conference Considers Farm Programs and Settlement Problems 



A N irrigation conference was held in 
** Great Falls, Mont., November 17 
and 18, 1927, to consider the problems 
confronting the irrigation projects in that 
section of the State with a view to bring- 
ing about a more profitable program in 
carrying on farming operations. The 
conference was conducted by M. L. Wil- 
son and several of his assistants from the 
Montana Agricultural College, and was 
well attended by representatives of the 
railroads, the irrigation projects lying 
north and west of Great Falls, a delega- 
tion from Canada, and a number of Great 
Falls business men. 

Two fundamental ideas were submit- 
ted, the first being that the success of the 
irrigated farm in northern Montana must 
be based upon livestock, and the second 
that that is no project where the water is 
so cheap and the land so favorably 
adapted to irrigation that the farmers can 
continue to raise wheat at a profit. 

The first day was taken up largely in 
outlining a standard farm of 80 acres, 
which was to be divided among the fol- 
lowing crops: 

Acres 

Sugar beets 20 

Alfalfa 30 

Barley. 15 

Pasture 15 

An assumption was made of probable 
crop yields and then an estimate was 
made of the number of livestock that this 
farm could carry. Three classes were 
considered: First, the dairy farm; second, 
sheep and hogs; and third, the straight 
feeder program. Income and expendi- 
tures were figured on these assumptions. 
The net returns ranged from $2,500 to 
$3,000, with which the farmer had to 
cover living expenses, taxes, construction 
charges, interest on investments, and mis- 
cellaneous items. 

On the second day considerable time 
was given to the 160-acre irrigated farm, 
on which no sugar beets were produced. 
There was not sufficient time to cover 
all details on such a farm, but I. D. 
O'Donnell stated that there were several 
farms of this type where the gross returns 
were around $5,000 per year. As in the 
case of the smaller farm the financial suc- 
cess was based upon livestock. 

Reports were submitted by the chair- 
men of committees on poultry, livestock, 
dairying, crops, and land utilization and 
settlement. The report of the committee 
on land utilization and settlement, of which 
George O. Sanford, superintendent of the 
Sun River project, was chairman, follows: 



"Cooperation between the landowner, 
the business men of the cities, the rail- 
roads, and all classes of the population 
who desire the development of the Treas- 
urebelt is essential in furthering the settle- 
ment and success of these irrigated areas. 

MORE HOMES NEEDED 

"One of the factors which has retarded 
the settlement and development of the 
lands in this territory is the lack of houses 
in which to live and shelter for livestock. 

"Another factor is, while in a general 
way there is a knowledge of the desira- 
bility of the irrigated lands in the Treas- 
urebelt for diversified and intensive farm- 
ing, it has been most difficult, in fact 
apparently impossible, to induce settle- 
ment by practical fanners with sufficient 
capital to make a down payment on lands 
and then have sufficient capital remaining 
to develop raw lands and bring them to a 
state of productivity. 

"Your committee believes that the 
future development in a profitable way of 
the irrigable land depends on the more 
intensive use of the lands and greater 
production of feed crops and utilization 
of the same by livestock and on farms 
within reasonable haul to loading stations 
sugar beets should be made a prime factor 
in the rotation program. 

"Your committee would make the fol- 
lowing recommendations: 

"That where the landowner is not 
utilizing his land it should be subdivided 
and if there are no buildings provision 
should be made for their construction. 
If he does not care to sell or can not sell 
without a heavy down payment, that he 
lease with an option to the lessee for 
purchase at a stipulated price and terms. 
That in the lease there be a provision for 
crop rotation, a certain specified acreage 
in certain specified crops, and that the 
landowner or his duly accredited agent 
have the privilege of supervising the opera- 
tions of the lease for the purpose of seeing 
that the stipulations are lived up to. 

"Where land is unimproved and the 
owner agrees to put on the improvements, 
we recommend that the maximum cost of 
these improvements be placed at $1,000, 
this to be added to the price of the land 
where it is sold or an option given for its 
sale. In some instances it may be neces- 
sary for the landowner to construct these 
improvements on credit. In such cases 
we recommend that the purchaser be 
required to pay one third down of the cost 
of the material, one third at harvest time, 



and the remaining third one year after 
the first harvest. 

"PARTIAL-PAYMENT PLAN 

"Your committee would recommend 
that where land is sold, instead of a down 
payment, if a prospective settler has the 
money, he be required to put on the first 
year improvements costing nct less than 
$500. That for the following two years 
he be relieved from any payment on the 
principal, paying interest at 6 per cent 
and the water charges and taxes. 

"It has been found to be a successful 
procedure on other projects in Montana 
to sell land on the crop-payment plan. 
This plan provides for the payment to 
the landowner of one-fifth of the beets, 
one-third of the grain, and, as a rule, one- 
half of the hay crop. This latter depends 
somewhat on what the landowner may fur- 
nish in addition to the land. In these crop- 
payment propositions the portion going to 
the landowner is applied to the payment 
of interest and principal indebtedness, 
while out of his share the purchaser pays 
the taxes and water charges. 

"Your committee believes there should 
be experienced farm management super- 
vision in connection with the operation of 
irrigated farms. 

"In cases of lands lying within irriga- 
tion districts the commissioner should 
appoint three appraisers to place a fair 
value on unimproved and raw land when 
requested by the owner. 

"That efforts be made to locate on the 
irrigated lands good farmers from the 
nonirrigated lands. 

"We recommend that in order to pro- 
vide dairy stock and sheep for the irrigated 
farms the various credit agencies available 
be utilized, attention being called in this 
connection to the facilities offered by the 
Agricultural Credit Corporation of Minne- 
apolis. As it is evident there is a need for 
long-time credit for the development of 
irrigation projects in Montana, we recom- 
mend that where feasible local associa- 
tions be formed to take advantage of the 
facilities offered by the Intermediate 
Credit Bank. 

" Your committee recommends that spe- 
cial stress be given to a three-year program 
for farm development as planned by this 
conference. 

"That at some convenient time in the 
summer of 1928, arrangements be made 
for an excursion from all of the irrigated 
projects of northern Montana for the pur- 
pose of making an inspection of the irri- 
gated area tributary to Billings." 



January, 1928 



NEW RECLAMATION EEA 



11 



The Syndicate Form for Development of Citrus Orchards as Developed on the Yuma 

Project, Arizona 



TOURING the latter part of 1922, Mr. 
*-* D. W. Pontius, of Los Angeles, 
organized a* number of the holders of 
5, 10, and 20 acre tracts on the Yuma 
Mesa into a syndicate. The general 
reasons for this organization were that the 
average small holder of such tracts could 
not afford to spend the time from his other 
vocations to develop these tracts and 
await returns for five or six years; that 
the development required men who knew 
the business and could give it their entire 
time, that to organize such a management 
for a small acreage was too expensive, and 
in order to bring this cost within reason 
it would be necessary to pool the interests 
of a number of the holders of small tracts. 

After considerable work Mr. Pontius 
brought together holders of 190 acres 
who were willing to place their acreage in 
a pool for such development. The 
holders of this acreage agreed to put their 
land into the hands of three trustees of 
an organization to be formed under the 
name of the Yuma Mesa Grapefruit 
Syndicate, and further agreed that all 
acreage should bear the same assessment 
per acre for developing purposes. The 
syndicate was formed for a period of 25 
years and all members were bound by a 
written agreement to keep their holdings 
in the syndicate for 5 years or through 
the development period, but any individ- 
ual might, after 5 years, withdraw his 
holdings from the organization by giving 
six months' notice and paying up all assess- 
ments due the syndicate. 

The organization was perfected late in 
1922 and operation began early in 1923. 
The holdings of the different members of 
the syndicate had originally been pur- 
chased in quite widely separated sections 
of the tract consisting of 6,000 acres, but 
through the Bureau of Reclamation these 
holdings were exchanged for others so 
that the tract was fairly well consolidated. 
Five acres additional land was purchased 
by the trustees for headquarters, buildings 
were erected, and other improvements 
made in order to carry on the work of 
development. In the spring of 1923 the 
entire 190 acres were leveled, the irrigation 
distribution system was constructed, and 
the area was planted about 75 per cent to 
grapefruit and 25 per cent to nave] 
oranges. George M. Hill, a man having 
wide experience in citrus culture, was 
employed as superintendent. The general 
method of handling the business of the 
syndicate is as follows: 



By P. J. Preston, Superintendent, Yuma project 
ASSESSMENTS FOR THE WORK 

Assessments are levied to carry on the 
work for a period of six months at a time. 
The superintendent prepares a budegt 
several months in advance of the beginning 
of the six-months period to be covered by 
the assessment. The budget is then 
submitted to the trustees for approval 
and when the items of the budget are 
approved a call is made at least 30 days 
before the beginning of the six-months 
period for the amount needed to cover 
the budget requirements, to be paid one- 
half at the beginning of the period and the 
other one-half three months later. Under 
the agreement the trustees are not obli- 
gated to spend any money on any tract 
that is in arrears on any assessment. 

NEW SYNDICATE FORMED 

In the spring of 1927 another syndicate 
was organized, known as the Yuma 
Citrus Syndicate. This organization con- 
sisted of 80 acres and ordinarily would be 
too small an acreage to justify the em- 
ployment of a good manager, but an 
arrangement was worked out with the 
other syndicate whereby they were 
placed under the same management. 
Some slight changes in the syndicate 
agreement were made in the newer 
syndicate in order to strengthen the 
work of this form of organization and to 
safeguard the investor. The two main 
points were as follows: (1) The bank 
acting as trustee of the funds of the 
syndicate is required to put up a surety 
bond or to place other approved bonds in 
escrow to cover the amount on deposit by 
the syndicate. (2) One of the three 
trustees shall be the Government repre- 
sentative in charge of the project as long 
as the Government has a representative 
on the project. It is the practice for the 
management of the newer syndicate to 



There's a Profit 

If You Know How 

E. J. Tilden, as reported in the Sho- 
shone project press, farming on $50 an 
acre land in the Cherry Creek district this 
past season, produced crops which brought 
$201.84 an acre, or more than four times 
the price at which the land on which they 
were grown was purchased. 



furnish each member of the syndicate a 
financial statement at the end of each 
month showing the amounts spent to 
date against the budget estimate, and 
also to furnish a short report giving the 
principal items that may interest the 
members of the syndicate. 

Considerable acreage is also handled by 
private parties for different individuals 
at about the same cost per acre as under 
the syndicate plan. The advantages, 
however, are in favor of the syndicate 
plan as now worked out for the reason 
that it brings enough acreage together to 
provide a good management and a busi- 
ness-like method of handling the affiairs 
of the organization to insure the individual 
that he is receiving full value for the 
money he is spending. This has filled a 
much-needed requirement in the develop- 
ment of this citrus tract. By combining 
the management of the several syndicates, 
starting a new syndicate or unit need no 
longer depend upon a given acreage. 

The local reclamation officials have been 
given authority as part of their official 
duties (without extra compensation) to 
take an active hand in organizing and 
fostering such syndicates. 

It is felt that the two syndicates now 
operating have given the background for 
working out others that will operate just 
as successfully as these are now working, 
and that no investor need fear going into 
this form of organization carried out as 
indicated above. All these developments 
have been carried out under the most 
approved methods known in citrus cul- 
ture in order that they may be placed 
upon a good production basis. The 
orchards of the older syndicate are just 
beginning to come into bearing and should 
produce a good crop in 1928 that will 
more than pay for their upkeep. 



ONE unit on the Yuma Mesa reported 
having picked 1,041 boxes of grape- 
fruit from 20 acres of 4-year old trees. 
This was considered about 60 per cent of 
the total crop for the 20 acres, which 
would give an average yield of approxi- 
mately one box per tree for the entire 
crop. 



DURING four months of 1927 more 
dairy cows were imported into the 
North Platte Valley than in the entire pre- 
ceding seven years. 



12 



NEW RECLAMATION ERA 



January, 1828 



Educational Special Trains Visit Huntley Project, Montana 

By H. M. Schilling, Superintendent 



THE Huntley project, Montana, has 
been fortunate during the your 
1927 in securing the benefit of three 
educational features of exceptional value 
for , the improvement of agriculture. 
These consisted of special trains on the 
Northern Pacific Railway and the Bur- 
lington Railroad, and were known as the 
Sugar-Beet, Livestock, and Poultry Spe- 
cials. The sugar-beet and poultry trains 
operated generally over Colorado, Wyom- 
ing, Montana, western South Dakota, 
and Nebraska, but the livestock train, 
was particularly a Montana exhibit and 
the project farmers patronized these 
specials in a way that showed a keen 
desire to know the best and most profit- 
able methods of livestock and agricul- 
tural practice. 

The sugar-beet special was traveling 
under the auspices of the Great Western 
Sugar Co. and the Montana State Col- 
lege and visited the project on March 
25, giving lectures and illustrations to 
about 1,200 people. W. P. Stapleton, 
agricultural agent of the Northern Pa- 
cific Railway, explained that the train 
was not intended to show beet growers 
things that were startlingly new or tell 
them things they did not know, but to 
show in a most effective way how much 
more profitable it is to do things in the 
right way. The beet special features 
were prepared under the supervision of 
A. C. Maxon, in charge of the experi- 
ment farm of the Great Western Sugar 



Co., at Longmont, Colo. The Northern 
Pacific Railway Co. furnished the equip- 
ment, and the State College at Bozeman 
furnished men who cooperated with the 
sugar company and local county agents 
in explaining the different exhibits and 
illustrations. Three cars contained 224 
boxes of dirt, of which 56 were under 
glass, and 15 tons of soil were stored in 
the train. It cost more than $4,000 to 
prepare the exhibits. 

Moving pictures, accompanied by a 
lecture, were very effective. The pic- 
tures showed the actual growing condi- 
tions, how the fields were prepared, 
proper planting, thinning, prevention of 
crust, disking, and harrowing as well as 
plowing. Charts showed the times of 
planting and the yields and also the yields 
due to time of planting and effective 
irrigation. One striking feature was that 
the pictures showed the wrong way as 
well as the right way of doing things. 

The Livestock Special was on the 
project on October 25 and showed to 
over 1,300 people. The Northern Pacific 
Railway operated the train and the 
exhibits were in charge of the extension 
service of the Montana State College. 
No prize stock was carried, but there 
were two carloads of dairy and beef cattle, 
hogs, and sheep, such as are found in 
Montana, both money makers and money 
losers. There was one carload of feed 
and wool exhibits; the feeds, those pro- 
vided in the country, all arranged to give 



practical suggestions as to how the whole 
may be combined to give the best results. 

A dairy cow with daughter and grand- 
daughter bred to a pure-bred bull showed 
forcibly the importance of good breeding. 
There was a collection of four steers 
showing recognition taken of the feeder 
grades choice, good, medium, and com- 
mon with a spread in price of $11 to $6 
per hundred on the market. The hogs 
shown displayed the effects of different 
feeding. The sheep demonstration was 
for the purposes of selection for breeding 
and wool production. The lectures of 
the special agents covered the matter of 
livestock production and marketing in a 
most practical manner. 

The Poultry Special was operated by 
the Burlington Railroad, and the motion 
pictures were furnished by the Agricul- 
tural College at Bozeman. The poultry 
demonstration featured poultry housing, 
selection for breeding stock, sanitation 
and feeding for winter egg production, 
and marketing. The train consisted of 
10 cars, 6 of which were devoted to the 
poultry exhibits. Representatives of the 
various agencies cooperating in the cam- 
paign were stationed at all exhibits to 
explain them fully and to answer ques- 
tions. At the end of the train valuable 
poultry bulletins were given to interested 
parties. Nearly 1,000 attended the 
demonstration. 

Such practical and valuable exhibits 
and demonstrations will do much to 
stimulate interest and improve methods, 




Haystack on the Minidoka project, 140 feet long, 22 feet wide, and 20 feet high, estimated to contain 80 to 100 tons, harvested from 13 acres of alfalfa, 2 cuttings, by 

E. A. Brookman, Paul, Idaho 



January, 1928 



NEW RECLAMATION EBA 



13 



and reflect credit on the cooperating 
agencies and* companies responsible for 
them. The coming years will undoubt- 
edly show the good results of these educa- 
tional influences and the wisdom of their 
undertaking. The meetings tend to unite 



the project people, and the work of the 
local committees on arrangements helped 
materially for success. As J. E. Patten, 
editor of the Yellowstone, remarks: "The 
success of the greeting to the Poultry 
Special of the C. B. & Q. Railway is only 



another demonstration of the fact that 
the project is a unit when it comes to 
anything for the general good; that what- 
ever we take hold of is made a success. 
We all work together and nothing is half 
done." 



The Cheese Industry on the North Platte Project, Nebraska- Wyoming 

By Otto C. Batch, Associate Reclamation Economist, Belle Fourche Project, South Dakota 



THE cheese industry on the North 
Platte project had its inception in 
the fall of 1924 with the formation of the 
North Platte Valley Cooperative Cheese 
Co. Starting with a pledge of 500 cows, 
a factory, known as the Fairview factory, 
was constructed between the towns of 
Scotts Bluff and Bayard at a cost of 
$9,370.73; of this amount, $5,430.24 was 
invested in buildings and the balance of 
$3,940.52 in equipment. Inasmuch as 
the location is in the rural district, provi- i 
sions were made in building for living 
quarters for the cheesemaker and his 
family. The results were so satisfactory 
that, in the next two years, four addi- 
tional factories were constructed, one 
each at Gering, Morrill, Bayard, and 
Henry, the Gering and Bayard factories 
being in rented quarters. This brought 
the total investment in buildings and 
equipment to $27,699. In 1927 a cen- 
tralizer plant was added at Gering, where 
the product from each factory is assembled 
as fast as it is made, graded, and prepared 
for shipment. The necessary financing 
was handled both through popular sub- 
scriptions as well as sale of stock to 
farmer producers. In the case of the 
centralizer, the town of Gering subscribed 
$3,000 for the building and the Kraft 
Cheese Co., which takes the entire output 
of the five factories, installed the necessary 
equipment. In this connection, the co- 
operative is paying Kraft for the equip- 
ment at the rate of one-eighth cent per 
pound of cheese handled without interest 
while Kraft, in turn, does not pay rent 
until such time as the total production 
reaches 50,000 pounds a week. 

Each factory is organized as a separate 
unit; representatives from the five organi- 
zations go to make up the main body or 
the North Platte Valley Cooperative 
Cheese Co. The main body acts as a 
selling agency and business manager for 
the group, setting the price each month 
to be paid for butter fat on the basis of 
what they can all pay and not on what 
any one factory could pay. The price 
paid for butter fat has ranged from 40 to 
66 cents per pound, the average, taken 
from the date the Fairview plant opened 



through August of 1927, being 51H cents 
per pound. This is not as high an average 
as could have been paid had all five plants 
been financially sound. The Bayard 
factory was installed before that section 
was really ready for a factory, has had 
poor management, and has not been suc- 
cessful. The Henry factory, one of the 
last to be added, is still in debt but is 
rapidly coming in the clear. As an ex- 
ample of what could have been paid, the 
Fairview factory for August, 1927, paid 
the set price of 50 cents, while from its 
earnings it could have paid 56 cents per 
pound for butter fat, and that on top of 
a loss for the month of $300 in grading of 
cheese. 

When first organized, partly as a means 
of securing patrons, hauling of milk was 
done by truck on a guarantee basis. The 
experiment proving to be too costly, the 
guarantee was removed and truck hauling 
placed on a contract basis and the farmers 
urged to do their own hauling. At the 
present time, truck hauling costs 25 cents 
ahundred pounds, irrespective of distance. 
The Gering factory, with 41 patrons, had 



all farmer haul and showed the highest 
net income per patron. 

The experience of the North Platte 
Valley Cooperative Cheese Co. bears out 
the statements made by the University of 
Wisconsin, the South Dakota State Col- 
lege, and the Kraft Cheese Co., with re- 
spect to the cooperative cheese company. 
The concensus of opinion from the sources 
just mentioned is that to be successful, a 
one-vat cheese factory must have the 
milk from 200 to 300 cows, or a minimum 
of 5,000 pounds of milk daily; there must 
be a desire on the part of the patron to 
have the enterprise prosper and an incli- 
nation on the part of the farmer to deliver 
his own milk daily. When properly man- 
aged the cheese factory is ordinarily 
able to pay prices for butter fat that pre- 
vent very much competition on the part 
of either the cream station or the cream- 
ery. The cheese industry is best suited 
to the newly developing section and the 
sections where it is not essential that the 
skim milk be fed on the farm, as is the 
case where calves are raised as valuable 
enough for breeding stock. 




{PAUL BUTTER 5 CHEESE CO 

^ =a( *amr ^na ' fijf 







Cheese factory on the Minldoka project 



14 



NEW RECLAMATION ERA 



January, 1928 



In closing, tribute must be paid to Ebeu 
D. Warner, of Scotts Bluff, and his asso- 
ciates for their untiring efforts in estab- 
lishing this enterprise and in keeping it 



progressing. Mr. Warner has devoted 
much of his time and money to put the 
North Platte Valley Cooperative across 
with no recompense other than the knowl- 



Honey Production on the Belle Fourche Project, 

South Dakota 



By F. C. Youngtlutt, Superintendent 




Bee yard on Doctor Clark's farm, Belle Fourche project 



THE season of 1928 will see three com- 
mercial beekeepers on the Belle 
Fourche project with a thousand or 
more stands of bees each, and, in addition, 
many farmer producers with small apiaries 
of 5 to 30 stands. The experience of 
Dr. Oscar H. Clark, of Newell, the past 
season illustrates the possibilities here 
for this growing industry. 

Starting as a hobby in the production 
of honey for home use, Doctor Clark 
entered the commercial production field 
four years ago with 16 colonies of bees. 
His venture proved so successful that he 
substantially increased each year, start- 
ing 1927 with 600 stands. Part of the 
600 stands were colonies in homemade 
boxes, purchased in the fall of 1926 from 
farmer producers, making it necessary 
to transfer to standard equipment. The 
spring remained wet and cold well up 
into June and each day brought counts of 
lost colonies through dwindling, until, 
up to the 1st of July, when the major 
honey flow first started, a loss of 50 
per cent had been experienced. From 



then until September 19, the end of the 
season, the story takes a decided change 
for the better. In addition to building 
back his apiary to 550 colonies, Doctor 
Clark produced 45 tons of honey, both 
in the comb and as extracted honey. 

A modern plant is used on the Clark 
farm for the extraction of honey. A 



Belle Fourche Honey 
Goes to Washington 

Five hundred pounds of extracted 
honey have been purchased at un 
attractive price from Doctor Clark, of 
Newell, S. Dak., Belle Fourche project, 
by the employees of the Washington 
office of the Bureau of Reclamation 
and employees of other bureaus of the 
Department of the Interior. Doctor 
Clark's success as a beekeeper is 
described by Superintendent Young- 
blutt in this issue of the New Recla- 
mation Era. 



edge that he is building the dairy industry 
in his community to the prominence that 
it should command. 



45-frame Root Simplicity extractor re- 
moves 315 pounds of honey for each run. 
From the extractor the honey is carried 
by means of a pump to the strainers, 
where the wax particles are removed, 
and then passes by gravity to the honey 
tanks and finally to the containers with- 
out the usual hand method of handling. 
By adding to the honey-tank capacity 
and providing for additional packing 
space, Doctor Clark will have a plant 
large enough to care for his next year's 
operations, it being his intention to sup- 
plement the 550 colonies with package 
bees to bring the total to 1,000 producing 
stands by the time the main honey flow 
is on. 

The operations for this year required 
the use of 2,500 pounds of foundation, 
being returned in part by the wax from 
the capping meltings. The home yard, 
shown in the accompanying illustration, 
was used this year almost entirely to 
build up the weak colonies, although the 
production of one hive, a package colony 
at that, was over 200 pounds of honey. 
His average production per colony, 
increases included, was 160 pounds. 
Had he been able to enter the main 
honey flow with full colonies, it is hard 
to estimate just what his average produc- 
tion would have been. Up to the present 
time Doctor Clark has marketed his 
honey throughout South Dakota and 
part of North Dakota and Nebraska, 
selling his honey direct to the retailer 
at prices that net him 10 cents a pound 
for the extracted and 20 cents a pound 
for the comb honey. 

The high production of Doctor Clark, 
as well as in the case of the other producers 
on the Belle Fourche, can be attributed 
to but one source sweet clover. The 
white-blossom variety abounds every- 
where; along the roads, the ditches, 
fences, and creek and river bottoms. 
The yellow-blossom variety, a higher 
yielder of nectar than the white, is 
universally used over the project as a 
pasture crop, and when once in bloom, 
continues to blossom until frost. 



THE number of sheep being wintered on 
the Shoshone project will probably 
exceed that of last year by about 50 per 
cent. The increase in feeding has been 
brought about by the increase in the beet 
acreage and the scarcity of water on the 
range. 



January, 1928 



NEW RECLAMATION ERA 



15 



Expansion of Contract 

Without Readoertisement 



BIDS were opened on August 16, 1927, 
at Boise, Idaho, for the construction 
of a railroad for the purpose of hauling 
material to the dam site of the Owyhee 
project. The location and length of the 
proposed railroad were indicated on maps 
accompanying the printed proposals. 
After the opening of bids, as a result of 
further studies to determine the quality, 
quantity, and most economical means of 
delivery of the sand and gravel from the 
various available sources of supply, the 
Ontario-Nyssa deposits near Dunaway, 
Oreg., were considered decidedly superior 
to those of other sources nearer the dam 
site. 

Studies made subsequent to the issu- 
ance of specifications showed that a con- 
siderable saving to the Government could 
be effected by building the Government 



railroad direct to the Ontario-Nyssa 
deposits rather than by building the 
railroad from the dam site by the shortest 
feasible route to connect with the Oregon 
Short Line Railroad at Adrian, Oreg., as 
was at first contemplated when deposits 
located nearer the dam site were under 
consideration. 

A change in the location of the lower 
7 miles of the railroad as called for in the 
specifications and an increase in its length 
1.8 miles were necessary, and the low 
bidder, the General Construction Co., 
indicated that the company would enter 
into contract on the new basis at the 
prices bid on condition that a suitable 
extension of time be granted on account 
of the greater amount of work involved. 
At the unit prices bid an increase in the 
contract price from $294,592 to $345,312, 



or about 17 per cent, resulted. A total 
saving to the Government, however, of 
about $128,000 was estimated by building 
the longer railroad. 

The question whether award might be 
made to the General Construction Co. 
without readvertising to avoid delay and 
unfair action to the company was sub- 
mitted to the Comptroller General, whose 
decision, in part, is as follows: 

"Bids for performing the work at the 
location of the railroad covered by the 
specifications were advertised for and 
submitted on a unit price rather than on a 
lump-sum price basis, and by applying that 
method of determining costs to the build- 
ing of the railroad at the changed location 
with its additional mileage, the total con- 
sideration is merely increased, and the 
unit prices submitted by the bidders are 
not affected. A contract to cover the 
work as now contemplated may therefore 
be entered into with the General Con- 
struction Co. on the basis of its unit price 
bid without readvertising." (Comp. Gen. 
Decision A-20621, November 18, 1927. 
5 Comp. Gen., 508 distinguished.) 



The Design and 

Construction of Dams 

For nearly 40 years "Wegman on 
Masonry Dams" has been the first and 
last word on dam -construction. The 
latest edition of his book, published in 
1927, promises to maintain that standing. 
The first edition, issued in 1888, had 106 
pages. The fourth edition, issued in 
1897, which was the first owned by me, 
had 250 pages. The latest, the eighth, 
has 740 pages. 

It is equally valuable for the student 
and the practicing engineer, because of 
its discussion of theory and illustrations 
of practice. The discussion of multiple 
arch dams by Fred A. Noetzli, consulting 
engineer of Los Angeles, will be welcomed 
by all who are concerned with the twin 
questions of safety and economy. Engi- 
neers in the Reclamation Bureau will find 
descriptions of nine dams built by the 
bureau. These are the Roosevelt Dam 
in Arizona, Pathfinder and Shoshone 
Dams in Wyoming, Arrowrock Dam and 
Boise Rolling Dam in Idaho, Colorado 
River Roller Crest Dam in Colorado, 
Gibson Dam in Montana, Elephant 
Butte Dam in New Mexico, and the pro- 
posed Boulder Dam across the lower 
Colorado. The next edition of this work 
will no doubt contain a description of the 
Owyhee Dam, plans for which contem- 
plate a structure higher than any dam 
now in existence. Elwood Mead. 

l The book is published by John Wiley & Sons, N. Y., 
and costs $17.60. 



Use of Water 

Outside of Watershed 

In Galiger v. McNulty (1927), 260 P,ac. 
401, the Supreme Court of Montana 
makes the following statements anent the 
use of water in that State outside the 
watershed from which the supply is 
derived: 

Waters primarily belong in the water- 
shed of their origin, if there is land therein 
which requires irrigation. In this case 
the waters were taken out to be used in 
the alien watershed, where and after being 
so used they could not return to the orig- 
inal stream either by percolation, seepage, 
or otherwise; hence they were lost to the 
area in the original watershed. In this 
case, the right of the appealing defendants 
was acquired many years ago, and their 
right to the use of these waters in the 
alien watershed for placer mining pur- 
poses is not here controverted and has 
but an incidental bearing upon the ques- 
tion presented. Courts have many times 
sustained such foreign appropriation, and 
perhaps each case would be determined 
upon its own individual merit. It is 
sufficient here to say that the right to the 
use of this water for placer mining pur- 
poses by the appellants has been sus- 
tained, but it may be appropriate to 
remark that the burden placed upon the 
water should not be added to, to the 
detriment of appropriations made for 
irrigating lands within the area of the 
stream from which the water is diverted. 
The question of such appropriations has 
been heretofore before this court, but in 
an imperfect manner, and the following 
cases may be referred to: Spokane Ranch 
& Water Co. v. Beatty, 37 Mont. 342, 
96 P. 727, 97 P. 838; Lokowich v. City of 
Helena, 46 Mont. 575, 129 P. 1063; Carl- 
son v. City of Helena, 43 Mont. 1, 114 
P. 110. 



Railroads Are Helping 

Project Settlement 

The appreciation of the Bureau of 
Reclamation is due the western railroads 
for the fine work they are doing in help- 
ing to attract settlers to the reclamation 
projects. 

At the present time particularly, the 
Chicago, Burlington & Quincy Railroad 
is bending every effort to bring settlers to 
the North Platte Valley and to the Will- 
wood division of the Shoshone project, 
Wyoming, and plans later to concentrate 
on the Riverton project in the same State. 
The Northern Pacific and the Great 
Northern roads have spent much time 
and money in endeavoring to bring settlers 
to the Lower Yellowstone project, Mon- 
tana-North Dakota. The Orland project, 
California, is receiving the active support 
of the Southern Pacific Railway in calling 
attention to land available for settlement 
there. The Grand Valley and Uncom- 
pahgre projects, Colorado, are under the 
watchful eye of the Denver & Rio Grande 
Western Railroad with a view to stimu- 
lating settlement; and the North Platte 
project is receiving material help from 
the Union Pacific System. Much of the 
recent settlement activity on the Rio 
Grande project, New Mexico-Texas, is 
due to the judicious advertising of the 
Santa Fe; and the Riverton and Belle 
Fourche projects have both profited by 
the active interest and support of the 
Chicago & North Western Railway. 



16 



NEW RECLAMATION ERA 



January, 1928 



Reclamation Organization Activities and Project Visitors 



DR. ELWOOD MEAD, Commissioner 
of Reclamation, attended the hear- 
ings before the subcommittee of the House 
Committee on Appropriations in charge of 
the State Department appropriation bill, 
to support items in the deficiency and 
regular appropriation bills providing funds 
for carrying on the work of the Interna- 
tional Water Commission, United St.-ilrs 
and Mexico. Doctor Mead was accom- 
panied by Miss Mae A. Schnurr, secretary 
to the commission. 

R. F. Walter, chief engineer, spent sev- 
eral days during December in the Wash- 
ington office in connection with the hear- 
ings before Congress on the appropriation 
bill. 

Paul W. Bear has resigned from the 
position of rate clerk in the Denver office. 



I. E. Houk, of the Denver office, repre- 
sented Chief Designing Engineer Savage 
at the meeting in Portland, Oreg., of the 
special committee on irrigation hydraulics, 
one of the research committees of the 
American Society of Civil Engineers. 



Recent visitors to the Yuma project 
included Louis C. Hill, consulting engi- 
neer; and Superintendent Gaylord and 
Division Engineer Corrigan of the Los 
Angeles division of the Southern Railway. 



Stony Gorge Dam, Orland project, was 
visited during the month by Chief De- 
signing Engineer Savage and Engineer 
Steele of the Denver office; and by G. C. 



Green, field engineer, and Walter Dreyer, 
designing engineer of the Pacific Gas & 
Electric Co., who also inspected the struc- 
tures and concrete lining on the distribu- 
tion system of the project. 



Salt River ProjectMak.es 
Big Payment 

Statements have been current in the 
press about the failure of the reclama- 
tion fund to revolve, and the impression 
widely prevails that the contract 
obligations of the water users on the 
Federal irrigation projects are not 
being met. Wherever this impression 
is held it is erroneolis. Since the 
passage of the adjustment act payments 
of the full amounts due the Government 
are the rule and delinquencies the 
exception. 

An illustration of this is furnished 
in the receipt by the Bureau of Recla- 
mation of a check for $708,951 .11, from 
the Salt River Valley Water Users' 
Association in payment of one year's 
construction charges of the Salt River 
irrigation project, Arizona. 

This check is for the largest amount 
ever received on yearly construction 
payments in the history of the Bureau 
of Reclamation. It makes certain 
that the payments of construction 
charges by the water users on the 
Federal irrigation projects for the 
fiscal year 1928 will be greater than in 
any previous year. 



Walker R. Young, construction engi- 
neer, Kittitas division, Yakima project, 
presented a paper at the meeting of the 
Washington Irrigation Institute in We- 
natchee on the subject " Development 
plans on the Kittitas division of the 
Yakima project, Washington." 



Hon. O. C. Moore, former Governor of 
Idaho, was a recent caller at the Wash- 
ington office. 



John G. Marzel, formerly employed on 
the Yuma, Uncompahgre, North Platte, 
and Rio Grande projects as an assistant 
engineer, visited the Washington office 
recently. 



The following delegation representing 
the Columbia Basin Irrigation League 
from the Pacific Northwest visited the 
Washington office recently: Hervey Lind- 
ley, Seattle, president of the league; R. N. 
Calkins, Chicago, vice president, Milwau- 
kee Railroad; Harlan I. Peyson, Spokane, 
past president, Spokane Chamber of 
Commerce; Dr. O. M. Lanstrum, Helena, 
Mont.; C. E. Arney, Spokane, represent- 
ing Mr. Donnelly, president Northern 
Pacific Railway; Allison W. Laird, man- 
ager Potlatch Lumber Co.; Joel L. Priest, 
Boise, representing President Gray of the 
Union Pacific Railway; E. H. Van Os- 
trans, Coeur d'Alene, Idaho, president, 
Craig Mountain Lumber Co.; L. C. 
Oilman, Seattle, vice president, Great 
Northern Railway Co.; H. F. Hunter, 
Chicago, general agent, Milwaukee Rail- 
road. 



tl 4-4-27 IOM 



TO THE TREASURER OF THE 



voucher No ._n=i99 



NV 5-1! 



Piy to the Order oL 



Salt River Valley Water Users' Assn. *-- 

Phoenix, Am , Hov 25 m_7 

Oommissioncr. Bureau of Heclamation 



Seven Hundred Eight Thousand Nine Hundred Fifty One and 



TO THE 

VALLEY B 



Salt River Valley Water Users' 





TEAH OFF ON <MS LINE AND DEPOSIT ABOVE CHECK. RETAIN SETTLEMENT SHEET 



Salt River Valley Water Users' Association 



-.Commissioner. Bureau of ^co lama t ion 



CHECK ATTACHED IS ! 



This speaks for itself 



D.S. GOVEBNMENT PRINTING OFFICE:1828 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. HUBERT WORK, SECRETARY OF THE INTERIOR 

E. C. Finney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Waihiniton, D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner George C. Kreutzer, Director of Reclamation Economics 

W. F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCulloch, Chief Clerk 
Denoer, Colorado. Wilde Building 

R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L. Savage, Designing Engineer; E. B. Debler, Hydrographic Engineer; L. N. 
McClellan, Electrical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 




Newell S Dak 


F. C. Youngblutt... 
R. J. Newell 


R. C Walber 


R. C. Walber 


Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oreg. 
El Paso, Tex. 
Montrose, Colo. 
Billings, Mont. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise ' 


Boise, Idaho 


W. L. Vernon 




B. E. Stoutemyer 




Carlsbad N Mex 


L E Foster 


W C Berger 


W C Berger 


H. J. S. Davries 


Grand Valley 


Grand Junction, Colo. 
Ballantine, Mont 


J. C. Page... 
U. M. Schilling 


W. J. Chiesman 
J. P. Siebeneicher. _ .. 


C. E. Brodie... J. R. Alexander 
E. E. Roddis 


King Hill 3 


King Hill Idaho 










Klamath Falls, Oreg.. 


H. D. Newell 


N. G. Wheeler 


Joseph C. Avery 


R. J. Coffey 
E. E. Roddis 




H. A. Parker 


E. R. Scheppelmann 


E. R. Scheppelmann.. 
E. E. Chabot... 


Milk River 


Malta, Mont 


TT, TT, Jnhnsnn 


E E Chabo't 


___do__. 


Minidoka * 




E. B Darlington 


G. C. Patterson Miss A. J. Larson B. E. Stoutemver 






A. W Walker 


Erie W. Shepard 


Miss E.M.Simmonds. 
L. J. Windle 
N. D. Thorp .. 


R. J. Coffey 


North Platte 6 


Mitchell, Nebr 


H. C. Stetson 


Virgil E. Hubbell 


Wm. J. Burke 
B. E. Stoutemyer 




W. D. Funk 


Orland 


Orland, Calif 


R. C.E.Weber 
F A. Banks 


C. H. Lillingston 


C. H. Lillingston 


R. J. Cofley 

B. E. Stoutemver 










El Paso, Tex 
Riverton, Wyo 

Salt Lake City Utah 


L. R. Fiock 

H D Comstock 


V G. Evans 


L. S. Kennicott H. J. S. Devries 


Riverton.... 


R B. Smith 


R. B. Smith 


Wm. J. Burke 










Salt River 7 














Powell Wyo 


L H Mitchell 


W. F Sha 


E. E. Roddis 




Provo, Utah 








Sun River 10 


Fairfield, Mont 


G. O. Sanford 


H. W. Johnson 


H. W. Johnson . E. E. Roddis 


Umatilla n 
















L J Foster 


G.H. Bolt . 


F. D.Helm 


J. R. Alexander 


Vale 


Vale, Oreg 


H W Bashore 


C. M. Voyen 




B. E. Stoutemyer 


Yakima 


Yakima, Wash 


J L Lytel 


R. K. Cunningham... 
H. R. Pasewalk 


J. C. Gawler 


do 




P J Preston 


E. M. Philebaum 


R. J. Cofley 











Large Construction Work 







F F Smith " 




L. J. Windle 


Wm. J. Burke 


Mitchell, Nebr. 


sey Dam . 

Kittitas 




Walker R Young " 


E R Mills 




B. E. Stoutemyer 


Portland, Oreg. 






Ralph Lowry 1! 


F. C. Lewis 


F. C. Lewis _. 


E. E. Roddis 


Billings, Mont. 


Dam. 




H J Gault " 


C. B. Funk 




R. J. Cofley 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 













1 Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1926. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

1 Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

I Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

Operation of project assumed by Strawberry Valley Water Users' Association 
on Dec. 1, 1926. 

10 Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

II Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

12 Resident engineer. 
1S Construction engineer. 



Important Investigations in Progress 



Project 


Office 


In charge of 


Cooperative agency 


Cache la Poudre investigations 


Denver, Colo 


Thomas Hawthorne... 
C. C. Elder 


Poudre Valley Water Conservation Association 
Middle Rio Grande conservancy district 

States of North Carolina, South Carolina, Georgia, 
Florida, Alabama, Mississippi, and Tennessee. 


Middle Rio Grande 


Albuquerque, N. Mex. 
Lind, Wash 




B. E. Hayden 


Truckee Kiver 


Reno, Nev 


A. N. Burch 




Powell, Wyo 


I. B. Hosig 


Southern investigations . . 


Washington, D. C 


George C. Kreutzer 
and C. A. Bissell. 





NEW 

RECLAMATION ERA 



VOL. 19 



FEBRUARY, 1928 



NO. 2 




A PRIZE-WINNING SHORTHORN ON THE YAKIMA PROJECT, WASHI-NQTON 



NEW RECLAMATION ERA 



HUBERT WORK 
Secretary of the Interior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 
Price, to others than project water users, 75 cents a year 



ELWOOD MEAD 
Commissioner, Bureau of Declamation 



Vol. 19 



FEBRUARY, 1928 



No. 2 



Interesting High Lights on the Federal Reclamation Projects 



ONE million dollars more flowed into 
the Yakima Valley in 1927 than in 
1926 for agricultural, dairy, livestock, and 
manufactured products. Returns for 1927 
were $41,666,503 compared with $40,589,- 
170 in 1926, according to the annual 
report compiled by the Yakima Morning 
Herald. 



BY the end of the year the Ambursen 
Dam Co., contractors for the Stony 
Gorge Dam, Orland project, had covered 
the last of the foundations with concrete, 
which had been built up to a height that 
would not be seriously damaged in case 
of flood. 



ORGANIZATION of farmers' coopera- 
tive marketing associations contin- 
ues on the Grand Valley project, of which 
there are 10 now organized or in process of 
organization. These cover the greater 
portion of the agricultural produce raised 
on the project. Effort is now being made 
to consolidate certain allied organizations 
to reduce overhead. 



E cheese factory opened recently in 
Montrose, Uncompahgre project, is 
increasing its operations. It is anticipated 
that this industry will have a beneficial 
effect in increasing the dairy herds in the 
valley. 

IT is reported that 200 farms have been 
sold in Canyon County, Idaho, which 
is all in the Boise Valley, since October 
28, and that 60 per cent of these sales 
were made to home seekers from other 
States. 

THE Utah-Idaho Sugar Co. is engaged 
in the contracting of sugar-beet acre- 
age on the Milk River project for 1928. 
At the end of the year the Chinook division 
showed an increase of more than 50 per 
cent over the 1927 acreage, and on the 
Malta division 712 acreas had been 
promised. 

i 28 



MORE than $91,000 was distributed 
to turkey growers in the vicinity of 
Rupert, Minidoka project, as a result of 
the Thanksgiving and Christmas mar- 
keting seasons. Large shipments were 
also made from Burley. 



FOUR thousand clips of wool were 
sold recently by the Mini-Cassia 
Wool Pool at 35.26 cents a pound. This 
is reported to be the highest price paid in 
the State this season. The clips all came 
from project farm flocks. 



"TkURING the past year 14 of the farms 
*-* on the Lower Yellowstone project 
on which options were held by the 
Government were sold to settlers, and 
about the same number of farms not 
listed with the Government. 



E number of chickens on the New- 
lands project has almost doubled 
during the last five years, more than 
82,000 being reported at the close of the 
year. A large increase is in prospect 
through the development of the winter 
and early spring broiler industry. 



THE turkey pools on the Newlands 
project operated through the efforts of 
Farm Bureau at Thanksgiving and Christ- 
mas saved the growers $15,000. Just 
another good argument that organization 
and scientific marketing and education 
on the production end of farm products 
are just as essential as owning good land 
and water rights to make it productive. 



THE Churchill County Bank on the 
Newlands project says that "we find 
that most of our borrowers have paid their 
interest in full to December 31, 1927, and 
a great many have favored us with a sub- 
stantial reduction on the principal through 
this year's operations." 



rjlHE force of A. Guthrie & Co., who 
* have the contract for the construc- 
tion of Echo Dam, Salt Lake Basin project, 
moved onto the work on December 12, 
and immediately started camp construc- 
tion. At the end of the month eight 
buildings had been constructed, a bridge 
had been built across the Weber River 
below the damsite, and a road graded to 
the west abutment of the dam. Clearing 
of the damsite was also in progress. 



TNCREASING interest in dairying is 
* being shown on the Yakima project, 
and an effort is being made to organize 
a finance corporation at Sunnyside to as- 
sist in the purchase of dairy cattle. 



Tj^XPENDITURES totaling more than 
*-* $3,000,000 during 1927 were made 
in Yakima Valley towns and rural dis- 
tricts for new buildings, municipal water 
and sewer systems, pumping plants, ex- 
pansion of power lines, and other improve- 
ments, in addition to building permits 
totaling $873,564 issued in the city of 
Yakima. Included in this total was 
$460,000 for cold and common storage 
plants and warehouse improvements at 
various points in the valley. 



ONE homesteader who had previously 
made entry arrived on the Riverton 
project during the month, established 
residence, and began preparations for 
farming in 1928. One applicant and three 
other prospective settlers visited the proj- 
ect. One applicant was accepted, exe- 
cuted water rental application, and made 
homestead entry. This is the fifth appli- 
cant to make his initial payment for water 
and the third to make actual homestead 
entry. 

ON the Willwood division, Shoshone 
project, 38 farm applications had 
been filed up to the end of the year and 
16 homestead entries had been completed. 

17 



18 



NEW RECLAMATION ERA 



February. 1828 



Reclamation Settlement Conference to be Held in Washington, D. C. 



INVITATIONS have been extended by 
Hon. Hubert Work, Secretary of the 
Interior, to individuals and representa- 
tives of various organizations interested 
in the problems of settlement on the irri- 
gations projects of the Bureau of Reclama- 
tion, to attend a conference in Washing- 
ton, D. C., on February 14 and 15, 1928. 
The Secretary's letter and a statement by 
Dr. Elwood Mead, Commissioner of Recla- 
mation, follow: 

THE SECRETARY OF THE INTERIOR, 

Washington, January 10, 1928. 

DEAR SIR: A conference was held in 
Washington two years ago at which land 
settlement and farm development under 
reclamation projects were the main sub- 
jects of discussion. Those who attended 
that conference believed it was worth 
while. 



February 14 and 15, 1928 

The majority of those in attendance had 
an intimate acquaintance with what takes 
place in the development of an irrigation 
project. There was general agreement 
that our reclamation program lacks some- 
thing essential to the best results, both as 
regards the well-being of the settler and 
his family, and the financial returns to the 
Government. What is needed are meas- 
ures which will hasten settlement and put 
the water and land to the best use. 

Since that time we have had oppor- 
tunity to observe the operation of a series 
of laws enacted by Congress to improve 
the human and economic features of recla- 
mation. It is the conclusion that this in- 
creased attention to the human problems 
has been amply justified by results. It has 
brought about better relations between 
the Government and the water users and 
a marked improvement in farm practices. 



While it is recognized that attending a 
conference in Washington involves a con- 
siderable expenditure of time and money, 
it is believed that the benefits which arise 
justify the sacrifice. This view has been 
expressed in numerous letters from people 
interested in irrigation development. 

A cordial invitation is therefore ex- 
tended to you to attend the second meet- 
ing, to be held in the auditorium of the 
Department of the Interior, February 14 
and 15, 1928. The statement prepared 
by Commissioner Mead, which accompa- 
nies this invitation, will explain to you 
some of the economic and social questions 
with which the bureau is confronted, and 
in the solution of which your cooperation 
is invited. 

Sincerely yours, 

HUBERT WORK, 

Secretary. 

[Inclosure.] 



Advance Statement by the Commissioner of Reclamation on Economic Conditions on 

the Reclamation Projects 

For the information oj those proposing to attend the Reclamation Settlement Conference. Washington, D. C, February 14-15, 1928 



THE extent of the irrigated area and 
the high acre cost of irrigation works 
now being built in this country make it 
desirable that attention be given to every 
factor that will contribute to efficiency in 
construction, to rapidity of farm develop- 
ment, and to the well-being of irrigators. 
This conference is not called to meet 
any immediate crisis. The results in the 
operation of existing works, during the 
past year, have been most satisfactory. 
In payment of charges, in value of crops 
grown, in improved morale of water users, 
they will compare favorably with any 
year since Federal reclamation began. 
Not only do the results under completed 
works justify Federal reclamation, but 
everything indicates that the Govern- 
ment must be the chief agency in the 
future extension of the irrigated area. 
Private irrigation development under the 
high construction costs and small returns 
from farming which now prevail is not 
profitable. With us, as in nearly all other 
countries, irrigation development in the 
future will have to be carried out as a 
national policy. To justify this there 
must be more than a creation of wealth. 
There must be farm ownership instead of 
tenancy. There must be attractive living 
conditions as well as a successful agri- 
culture. 



RECLAMATION POLICIES SHOULD 
CHANCE WITH CHANGING CON- 
DITIONS 

To achieve these results reclamation 
methods and policies must change with 
changing conditions. Reclamation now 
is confronted with higher costs growing 
out of the great war, the disappearance 
of public land, the necessity of buying 
privately owned land, the higher costs of 
transportation, and the greater expense 
of cultivation. 

This leads to the belief that we should, 
in the future, regard the subdivision of 
land, the limitation of its purchase price 
to prevent speculation, the working out 
of programs of cultivation and marketing, 
and the provision of credit to aid in 
completing necessary farm improvements, 
as essential parts of reclamation. 

We have not as yet given the necessary 
attention to these matters, and this 
omission causes the Bureau of Reclama- 
tion to look with apprehension on what 
will happen when the costly works now 
under consideration are completed. Un- 
less provision is made for doing more than 
is now being done, or which the bureau is 
authorized to do, it is certain that settle- 
ment will be long delayed, improvement 
of farms will be costly, and the social 
and economic results far less satisfactory 



than could be obtained if these things are 


thought out and provided for in advance. 


THE RELATION OF SETTLEMENT 


TO THE SOLVENCY OF NEW PROJ- 


ECTS 




At present the Government holds a 


lien on the unimproved, unpeopled lands 


under projects, as a security for the re- 


payment of construction costs, but 


unless 


these lands are settled and cultivated 


they are a liability rather than an 


asset. 


Owners of unimproved land derive no 


benefit from irrigation works and can not 


long pay reclamation charges. Solvency 


depends on prompt settlement and im- 


provement of the irrigable land. 


Provi- 


sion for this is needed to insure the solvency 


of the following Government projects: 








Acre- 


Num- 








age 


ber of 


Name 


Cost 


Total 


requir- 


settlers 






acreage 


ing 


needed 








settle- 


(80-acre 








ment 


unit) 


Kittitas 


$11 nnn nnn 


72,000 


37,000 


460 


Owyhee I 18 000 000 


115,000 


75,000 


940 


Vale 3 r,nn nm 


30,000 


30,000 


375 


Pavette 


7, 500, 000 


47,000 


47,000 


590 


M i n i d o k a 










Gravity exten- 










sion 


5, 000, 000 80, 000 


40,000 


500 


Riverton ... 


4, 500 000' i nnn 


59, 500 


745 


Willwood 


1, 500, 000 


12,000 


11,000 


140 


Greenfields diyi- 










sion 


5, 500, 000 


93,000 


71,000 


890 












56, 600, 000 


509,000 


370.500 


4,640 



February, 1928 



NEW RECLAMATION ERA 



19 



The above table shows that the Gov- 
ernment is investing $56,600,000 in irri- 
gation works, but this is not reclamation 
any more than an empty building is a 
factory. There will be no income nor 
benefit from the investment until there 
are settlers, houses, leveled fields, and 
crops growing. These are the things 
which create earning power and are in- 
cluded in the estimates and plans of most 
foreign countries. 1 They will cost for 
these projects not less than $36,000,000, 
made up of the following items: 

Advertising and placing of settlers on the 
land $500,000 

Clearing and preparing the land for irriga- 
tion 10, 000, 000 

Erecting houses, fences and necessary farm 
buildings 10,000,000 

Farm equipment 7, 500, 000 

Cultivation and living eipenses the first 
year 5,000,000 

Purchase of 200,000 acres privately owned 3, 000, 000 

Much of the land on these projects is 
owned by nonresidents, comparatively 
few of whom intend to settle on and culti- 
vate the land themselves. They expect 
to sell to new settlers but there is no 
coordinated program for subdivision, 
sale, or settlement. Very few of those who 
desire to become farmers have the money 
or credit needed to provide the necessary 
improvements. Forty-five per cent of the 
settlement inquiries that come to the 
Bureau of Reclamation are from people 
who have less than $2,500, while the aver- 
age cost of improving and equipping a 
farm will be double this sum. Only 7 per 
cent have $5,000 or over, or enough to 
improve and equip a farm without borrow- 
ing money. Unless some avenue of credit 
is provided by which the settlers can 



1 Marshall Dana, editor Journal, Portland, Oreg.: 
From the statements that have been made I have 
gained a partial idea of the costs of reclamation in the 
various localities namely, Hawaii, $300; Japan, $500; 
Meiico, $150 or more; Palestine, about $200; California, 
$50 to $250; and Pacific Northwest, $30 to $200. Peru 
and Australia I did not get, and should like to ask for 
more information on that subject. 

William Cattanach, chairman, State Rivers and 
Water Supply Commission, Victoria, Australia: We 
would reckon, In some cases, $150 to $200 as a very rea- 
sonable figure for reclamation, but for intensified agri- 
culture it will go higher about $300 to $400 an acre. It 
depends entirely on the use to which the land Is going 
to be put. It is a varying quantity according to the 
nature of the land, the crops, etc., but the crops gener- 
ally are of greater value where the land is more expen- 
sive to bring under irrigation and cultivation. 

Thomas Forsyth Hunt, University of California, 
Berkeley, Calif.: What does the term "reclamation" 
mean? Does it mean how much does It cost to develop 
an irrigation enterprise, or the cost of building the 
enterprise, cost of leveling the land, grading, and so on 
to the point where a man can go on the land? In 
Australia and some other countries, of course, they go 
much further than we do and build houses, etc., before 
they consider that they have completed their recla- 
mation project. Proceedings of the Ftrn Pan Pacific 
Conference on Education, Rehabilitation, Reclamation, 
and Recreation, held at Honolulu, Hawaii, Apr. 11 to IS 

tan. 



without delay improve and equip their 
farms, water-right payments will not be 
made and many settlers will fail. 

Much of this land has irregular con- 
tours with slopes of varying steepness. 
Farms ought to be laid out to fit these 
contours. In this way the cost of irri- 
gation would be lessened and economy in 
the use of water promoted. But to do 
this, the individual farms embraced in a 
considerable area should be brought under 
one ownership or control so that farms 
can be laid out to meet the future require- 
ments of irrigation without reference to 
existing boundaries. 

The question arises whether some 
agency should buy these lands at prices 
fixed by independent appraisal and then 
lay out the farms, or should the lands be 
placed under a trustee who would sub- 
divide so as to secure the best results 
regardless of present ownerships? If this 
were done the boundaries of farms would 
conform to topographic features and to 
irrigation ditches, drains, and roads. 
There would be a saving in the cost of 
laterals, bridges, and roads. It would 
give more direct access to towns and lessen 
the expenses of cultivation. The control 
of these lands by one agency would lessen 
settlement expenses and permit a more 
efficient selection of settlers. At Kittitas 
a tentative subdivision in accordance with 
these principles has been worked out, but 
it showed that many farms would embrace 
land now owned by two or more individ- 
uals. One owner unwilling to cooperate 
may disrupt the whole program. 

URGENT NEED FOR FARM DEVEL- 
OPMENT ON OLDER PROJECTS 

During the past 15 years the Bureau of 
Reclamation has been struggling to secure 
sufficient farm development on the Milk 
River, Lower Yellowstone, and Belle 
Fourche projects to make them solvent 
enterprises. All are where sugar beets 
are profitably grown, where dairying, 
lamb feeding, and the growing of vege- 
tables are possible and profitable. The 
projects have been operated at a loss, 
because only a fraction of the land is 
settled and cultivated, as is shown by the 
accompanying table. 

The irrigation works on these projects 
now provide water for 215,070 acres of 
land, of which only 89,700 acres grew 
cultivated crops in 1926. Hundreds of 
settlers are needed. They should be good 
farmers. 

Beet-sugar factories have been built on 
Milk River. Lower Yellowstone, and 
Belle Fourche projects. They are needed 
on all others. But to give these factories 
a living income there must be more 
settlers and more acres of sugar beets 



grown. A revolutionary change in crops 
and agricultural methods is required. 
Grain and native hay must give way to 
dairy farms and to higher priced crops. 
Large areas must be subdivided into 
small farms and farm improvements must 
be provided which will make these farms 
real opportunities for honest, industrious 
people. 



Project 



Acres 



Cost to ,??' 

June 30, "f irriga- 

1927 (annual) We 



Milk Elver $7,421,100 $60,000 73,250 

Lower Yellowstone.... 3,175,600 70,000 58,250 

Riverton' 2,843,600 I 6,000 9,000 

Belle Fourche 3,666,1251 75,000! 74,570 



Total 17,006,325 211,000 215,070 



Project 


Acres 
irrigated 
in 1926 


Number 
Acres of settlers 
not ir- ' needed 
rigated (80-acre 
unit) 



Milk River 18,800 54,450 680 

Lower Yellowstone 23,330 34,920 410 

Riverton i 280 8,720 110 

Belle Fourche ; 36,260 38,310 480 



Total 78,670 136,400 



1,680 



i Opened 2 years. 

Efforts in 1927 to secure settlers on the 
Lower Yellowstone and Belle Fourche 
projects showed that good settlers can, 
be secured if the farm is sufficiently im- 
proved to enable the settler to begin 
farming, which he understands doing; 
that is, the farm must have a house, out- 
buildings, and some land prepared for 
irrigation. There is little demand for 
unimproved farms. The owners of the 
land have been unable or unwilling, ex- 
cept in a few instances, to provide these 
improvements. Efforts to find local agen- 
cies that will undertake this work have 
so far been unsuccessful. 

In a recent bulletin issued by the 
University of California, 1 it was esti- 
mated that in California alone 1,200,000 
acres of land supplied with water was 
not being irrigated, and that at the 
present rate it will take 12 years to settle 
this land. Twelve years of taxes added 
to the farmer's cost before he begins 
improving the farm is a serious handicap. 
It shows the need even in that favored 
State of something that will enable 
home seekers to overcome the obstacles 
that confront every one who attempts 
to change raw land into farms. 

During the past year the Government 
has had the generous and efficient aid 
of railroads, chambers of commerce, and 
State organizations, in efforts to secure 
settlers under completed works, but the 



Problem of securing closer relationship between 
agricultural development and Irrigation companies 
by David Weeks and Charles H. West. 



20 



NEW RECLAMATION ERA 



February, 1928 



relatively small results obtained in com- 
parison with the effort and money expended 
show that something besides advertising 
and personal solicitation is needed. 

QUESTIONS FOR CONSIDERATION OF THE 
CONFERENCE 

The following topics are submitted 
to the conference for consideration: 

1. Is there need for credit in the 
building of houses on the unpeopled 
farms of the Milk River, Lower Yellow- 
stone, Belle Fourche, and Riverton 
projects? 

2. Is there any source from which the 
money needed can now be obtained, 
assuming that the owners of the land 
will give a first mortgage to insure pay- 
ment of money spent on these improve- 
ments? 

3. What should be done to bring about 
coordinated action in the settlement 
of lands privately owned which will 
insure subdivision of the land in accord- 
ance with topography, the fixing of 
prices to agree with its productive value, 
and its sale on long-time, amortized 
payments, with a rate of interest which 
the settler can afford to pay? 

4. Assuming that a credit fund for 
aid in farm development is necessary, 
what agency should provide that fund, 
the State or the Federal Government? 
What interest should be charged on these 
advances and what should be the time 
of repayment? 

5. What should be done to lessen the 
evil of tenancy on a number of the 
projects? 

6. Should the construction of irrigation 
works cease until some plan of settlement 
and farm development has been approved 
and put Into operation? 

7. Should Congress be asked to consider 
between now and its next session the 
need for further legislation to promote 
settlement and farm development? 

ELWOOD MEAD, 

Commissioner. 



DURING a recent month the Malin 
Cheese & Produce Co., Klamath 
project, paid the farmers in the vicinity 
of Malin $6,600 for milk and cream. 

MAPPING of the dairy cow population 
on the Belle Fourche project shows 
a favorable grouping of cows along main 
roads, feasible for the establishment o" 
truck hauling in case a cheese factory i 
located at Newell. 



Settlement of Waste Lands in Colombia 



THE following article is from a recent 
issue of the International Review of 
Agriculture, published by the International 
institute of Agriculture of Rome, Italy : 

"An agreement has been made between 
the Government of Colombia ajid the 
Compaflca General de Negocios, the head- 
quarters of which is at Barranquilla, for 
the colonization of a belt of waste lands 
in the regions of the Sierra Nevada de 
Santa Marta (Department of Magdalena). 
The whole area is 123,500 acres, not 
including those lands which are classed 
as national forest. The company has 
the right of selecting the part on which it 
will undertake to plant one or more 
agricultural colonies. The number of 
settlers to be thus established must not 
be less than 2,000, of which 18 per cent 
must be immigrants brought by the 
company at its own expense and risk. 



Southern Delegates 
Meet in Conference 

On January 24, 1928, a number of 
representative men from the South, 
interested in opportunities for planned 
group settlement in that section and in 
a more advanced type of agriculture, 
met in Washington, D. C., to discuss 
with their Senators and Congressmen 
plans for the future. 

The delegates to the meeting com- 
prised largely the members of the 
various southern reclamation com- 
mittees. Inspiring and forward-look- 
ing addresses characterized the morn- 
ing and afternoon sessions and were 
a conspicuous feature of the dinner in 
the evening, which was attended by a 
large number of Senators and Con- 
gressmen from the Southern States and 
administrative officials of the Depart- 
ment of the Interior and the Bureau of 
Reclamation. 

"The company, in addition, undertakes 
to build convenient hygienic houses, for 
ownership by the settlers on payment of 
the cost price plus 18 per cent, also to 
construct the roads required for coloniza- 
tion purposes. If required by the de- 
velopment of the colony, the company 
will also be required to take initial 
measures for the foundation of one or 
more urban centers. 



"The Government, on its side, under- 
takes to make a grant toward the con- 
struction of roads to the amount of 3,500 
pesos per kilometer, and to pay to the 
ompany the sum of 50 pesos for each 
settler. 

"If the lands which are the subject of 
;he agreement acquire increased value in 
onsequence of the work done by the 
company, such increase in value belongs 
of right to the company. 

"The agreement will be for 17 years. 
Clauses are inserted stating the contin- 
gencies in which the Government may 
declare the agreement to be void. 

"The company has to carry out certain 
preliminary work before the arrival of the 
settlers. A complete inquiry has to be 
made into the agricultural possibilities of 
the territory to be colonized, and a de- 
tailed plan of organization has to be for- 
mulated, both to be ready for submission 
to the Government of Colombia within a 
period of 20 months from the time of the 
signing of the contract. This preliminary 
work will also include provision for the 
erection or purchase in Santa Marta of a 
building suitable as a lodging for settlers 
on their way through, and also for the 
construction on the territory to be colo- 
nized of buildings for housing settlers dur- 
ing the time occupied in their final instal- 
lation on their respective plots. In 
addition one or more experimental farm 
plots, of at least 494 acres each, will have 
to be planted in advance, on which 
studies can be made of the agricultural 
possibilities of the various parts of the 
colony. These will make it possible for 
the settlers to obtain what they need for 
beginning work e. g., livestock, seeds, 
etc. At the expiration of the agreement 
these plots will become national property. 
Arrangements are also to be made in 
advance by the company for establishing 
a store, where the settlers can buy house- 
hold utensils, farm implements, and other 
commodities which will be sold to them 
at cost price, plus 15 per cent. By pay- 
ment of an interest of 7 per cent, the 
settlers can have the articles they require 
on credit for the first year, paying off the 
amount of their debt and interest later by 
means of a payment of 30 per cent of the 
value of their crop. Finally the company 
in under the obligation of equipping a 
hospital and dispensaries and of organizing 
an adequate ambulance service." 



February, 1923 



NEW RECLAMATION ERA 



21 



Economic Notes from the Irrigation Projects 



Crop Returns Indicate Prosperity 



REPORTS of the 1927 crop returns 
from the Federal reclamation proj- 
ects are being received by the Bureau of 
Reclamation. The following illustrations 
indicate the remarkable prosperity of 
these irrigated areas during the past year: 
One of the most striking returns is from 
the Tieton division of the Yakima project, 
Washington, which has been petitioning 
for an extension of the period of repay- 
ment of charges to the Government. The 
value of crops grown on this division 
during 1927 amounted to $3,379,850, or 
an average value per cropped acre of 
$150.22, compared with $2,059,950 in 
1926, or an average value per acre in that 
year of $89.18. This is an increase of 
nearly $1,320,000 in the total value of 
crops, and of more than $61 in the per 



acre value. The per acre value of $150.22 
is reported by J. L. Lytel, superintendent 
of the Yakima project, as the highest of 
any year for the Tieton division since the 
bureau started to deliver water to the 
division. 

On the Carlsbad project, N. Mex., one 
of the cotton-growing projects of the 
bureau, the total value of crops in 1927 
was $1,897,890, or $83.30 per acre, com- 
pared with $1,100,620 in 1926, or $48.14 
per acre. This is an increase in the total 
value of crops of nearly $800,000, and in the 
average value per acre of more than $35. 

On the Klamath project, Oreg.-Calif., 
where the bureau recently opened to entry 
145 public land farm units on the Tule 
Lake division, all of which were quickly 
entered by a high class of settlers with 



approved qualifications of industry, ex- 
perience, character, and capital, the crop 
returns in 1927 amounted to $1,181,670, 
or $30.43 per acre, compared with 
$906,750 in 1926, or $24.40 per acre, 
showing an increase in the total value of 
crops of nearly $275,000, and in the per 
acre value of more than $6. 

The Orland project, Calif., where the 
bureau is acting as selling agent for 64 
farms in private ownership, reported a 
crop value in 1927 of $721,330, or $54.06 
per acre, compared with $624,650 in 1926, 
or $49.19 per acre, an increase of $96,680 
in total value of crops, and nearly $5 in 
the average value per acre. 

On these four projects alone the increase 
in value of crops in 1927 over that of 1926 
amounted to nearly $2,500,000. 



The Reclamation Fund Continues to Revolve 



EVIDENCE that irrigated agriculture 
is on the upgrade and that the 
morale of people on irrigation projects is 
improving is shown by the action of the 
irrigation districts, water users' associa- 
tions, and individual water users in the 
payment of their obligations due the 
United States. The collections during 
December, 1927, totaled $1,590,000, com- 
pared with $574,000 collected during 
December, 1926. 

The Gem irrigation district of Idaho 
made payment in full on December 19, 
1927, of the amount due December 31, 
1927. 

During the depression following the 
Great War, this district was in severe 
financial difficulties, and there was fear at 
one time that it might not be able to 

Sugar-beet Farmers 

Enjoy Good Returns 

The Amalgamated Sugar Co. made a 
final payment to Minidoka project grow- 
ers of sugar beets on Depember 15, dis- 
tributing $116,512, which brought the 
total paid out for the season to $364,501. 
The output of the Burley factory was 
approximately 125,000 sacks of sugar, 
13,000 tons of pulp, and 1,200 tons of 
molasses. A total of 46,567 tons of beets 
was received at the factory from Minidoka 
project growers and about 12,000 tons 
from other localities. A base price of 
$7.50 a ton was paid. 



survive. Now the district has improved 
production by the building of drainage 
canals, and has bought some of the un- 
occupied State lands in order that they 
might be settled and brought into culti- 
vation. This prompt payment to the 
United States shows that its finances are 
in good condition and that it is doing 
business as a solvent enterprise. 

The Nampa and Meridian, the New 
York, and the Boise-Kuna irrigation 
districts, operating the Arrowrock division 
of the Boise project, and the Burley 
irrigation district operating the Pumping 
division of the Minidoka project in Idaho, 
paid in full prior to the due date, obliga- 
tions due December 31, 1927. 

The Northport irrigation district oper- 
ating the Northport division of the North 
Platte project in Nebraska met its first 
payment promptly under its adjustment 
contract; and the Pathfinder irrigation 
district reduced its obligation of $135,000, 
due June 30, 1926, to $25,000. 

All amounts due from the Malta and 
Glasgow irrigation districts on the Milk 
River project in Montana have been paid, 
and the Fort Shaw irrigation district on 
the Sun River project has met its 
obligations. 

On December 17 the Hermiston irriga- 
tion district, Umatilla project, Oregon, 
forwarded its check for $5,500 to be 
applied on the 1926 construction charge. 
This cleans up the amount due on June 
30, 1926, and materially reduces the 
amount due in December. 



The Shoshone irrigation district and the 
Frannie irrigation district on the Shoshone 
project in Wyoming have met promptly 
all obligations due the United States. 

The Lower Yellowstone irrigation dis- 
trict No. 1 on the Lower Yellowstone 
project in Montana tendered the largest 
single check ever received by the project 
office in payment of the amounts due 
December 31, 1927. 

Federal reclamation is on a business 
basis and the outlook for the future is 
bright. 

Sale of State Lands in 

Gem Irrigation District 

Some interesting points have been noted 
in connection with the sale of State lands 
in the Gem irrigation district. About 
3,000 acres were sold at prices ranging 
from $20 to $30 an acre, subject to all 
the old obligations of the district and to 
the cost of a water right in the Owyhee 
project. Nearly every tract was sold to 
a resident of the district. These farmers 
who have been paying $7.50 per acre for 
a year's water charges paid down on the 
lands purchased about $13,000 cash. As 
the men have been farming in the Gem 
irrigation district for several years, the 
cash they paid represents savings from 
farming Gem irrigation district lands dur- 
ing the past rather lean years for agricul- 
ture at the same time that the charges 
above noted were being met. 



22 



NEW RECLAMATION ERA 



February, 1938 



The New Townsite of American Falls, Idaho 



RECENTLY the residents of American 
Falls, Idaho, and of many near-by 
cities and towns dedicated the American 
Falls Dam on the Snake River. The dam 
is a concrete gravity structure, flanked by 
earth embankments on each end. Al- 
though only 87 feet high it has a total 
length of nearly a mile. The reservoir 
formed by the dam is 25 miles long, aver- 
ages 3H miles in width, has a capacity of 
1,700,000 acre feet, and submerges 61,000 
acres of land. 

Construction of the reservoir involved 
the flooding of a large portion of the old 
town of American Falls. It was therefore 
necessary to develop a new townsite above 
the high-water mark. Under the act of 
Congress of January 24, 1923, the Bureau 
of Reclamation acquired a tract of 573.58 
acres of land about a mile east and north 
of the former town, and was given au- 
thority to lay out, develop, subdivide, 
and sell lots in the new townsite. 

Active development work started in 
August, 1923, and was completed in 
August, 1925. The entire tract for the 
new townsite was subdivided into 1,580 
lots, of which the more central portion, 
comprising 1,001 lots, or 63.4 per cent) 
was appraised for sale to the public. 

Under a contract with the city of 
American Falls, the United States agreed 
to expend on the new townsite approxi- 
mately the following amounts: 

Sidewalks, street and landscape improvements. $96, 000 

Waterworks 110,000 

Sewers 74,000 

Cost of land 62,000 

Overhead, engineering, and contingencies 103,000 

Total 445,000 



Other clauses in the contract provided 
for the transfer to the city of an interest 
in the new sidewalks, sewer system, and 
landscape improvements in lieu of mu- 
nicipal improvements in the portion of the 
old town to be taken over for reservoir 
purposes; and also for the transfer to the 
city of the water system in the new town 
site when the United States shall have 
been reimbursed for its expenditures in 
the new town. In order to offset in par^ 
at least the loss to the city of accrued 
taxes during the development period of 
the new town site, the city is also to 
receive the 10 per cent excess value placed 
on lots sold under "term" contracts 
instead of for cash, where such contracts 
were made before November 14, 1924. 

The final cost of development of the 
town site is as follows: 

Right of way... $60,480.00 

Clearing and grubbing 1,862.54 

Street grading 21,977.32 

Street surfacing 15,610.03 

Sidewalks 44,306.10 

Landscape work 10,214. 13 

Sewer system... 66,630. 18 

Water system 111,155.81 

Field cost 332, 236. 11 

Camp maintenance $339.87 

Engineering and inspection (in- 
cluding $17,440.49 for town 

planning) 41, 128. 79 

Superintendence and accounts. .. 8, 618. 32 
General expense 18, 193. 26 

Overhead charges 68, 280. 24 

400, 516. 35 

Establishing homes for Government em- 
ployees 25,236.91 

Gross cost 425,753.26 

All parts of the new town site are pro- 
vided with concrete sidewalks, although 
in some sections of the residence districts 



walks are constructed on one side of the 
street only. Sidewalks in the residence 
sections are 5 feet wide and in the business 
district 10 feet. Concrete culverts of 
the interlocking type are used at street 
intersections. 

Landscape work is a prominent feature 
of the new town site, involving the de- 
velopment of the public square, the 
partial development of Campbell-Stebbins 
Park and the Tourist Park, the planting 
of trees throughout the entire developed 
area of the town site, and the provision of 
an irrigation system to water the trees. 
Three thousand three hundred and fifty- 
seven trees and 68 shrubs were set out. 

The town site is furnished with an excel- 
lent water system. From Rueger Springs, 
the source of the supply, the water flows 
through a 14-inch wood-stave pipe a 
distance of about 3,725 feet to the pumps 
located at the West Side power plant, 
and is raised 285 feet to the two-section, 
concrete-lined reservoir of 1,500,000 gal- 
lons capacity. The distribution system 
consists of wood-stave pipe ranging . in 
size from 4 to 12 inches in diameter. 
Pipe laid amounts to 56,803.9 linear feet. 

To provide homes for employees of the 
bureau in the new town, it was necessary 
to move 14 residences, together with 
outbuildings, from the old town to the 
new site. It has been the policy to rent 
these houses to Government employees 
only, and as rapidly as they become 
vacant they are sold. At the beginning 
of November, 1927, seven houses had 
been sold. The appraised sale price of 



-. v - v -- ' - v - 

" 

^<*r*&gj3m 

jifrfirncAsii f*tu efjfm 




Reclamation addition, city of American Falls 



February, 1928 



NEW RECLAMATION ERA 



23 



these seven houses was $13,950 and they 
were sold for $17,681.33. 

After being appraised, lots in the new 
town site were put on the market in 
September, 1923, for sale, either for cash 
or on terms. If sold for cash, they are 
sold at the appraised price; if on terms, 
they are sold at the appraised price plus 
10 per cent, the usual practice being to 
collect one-fourth on the date of the 
contract and one-fourth on each October 1 
following until the full purchase price has 
been paid. On deferred payments interest 
is charged at 6 per cent per annum. 
Interest at 10 per cent per annum is 
charged on bills not paid when due. Up 
to the 1st of November, 425 lots in the 
first development had been sold for 
$153,457. 

Jn financing the development of the 
new town site, it was decided that the 
proceeds from the sale of salvage im- 
provements in the portion of the old town 
to be flooded would be credited to the 



new town site. Every building in the 
area to be flooded was appraised for sale, 
and every building was sold. In all, 
337 sales were made for $185,393.45. 

The following is a summary of the 
costs and credits as a result of the 
development of the new town site: 

Field cost $332, 238. 11 

Improvements, moving and repairing 
(net) _ 25,236.91 

Total... . 357,473.02 
Overhead 68,280.24 



Gross cost... 425,753.26 



Credits 
Sale of lots, including 10 per cent excess on 

term sales 158, 881. 62 

Sale of improvements, including 10 per 

cent eicess on term sales 185, 393. 45 

Miscellaneous credits 9,837.26 

Water system operation (net) 14,049.24 

Total... 368,161.57 



Net cost 57,591.69 

With additional sales of lots and of the 
remaining Government houses, it is ex- 
pected that the net cost will eventually 
be reduced to approximately $40,000. 



Dairy Progress on the North Platte Project 



EBEN D. Warner, of Scotts Bluff, 
Nebr., whose activities in financing 
shipments of dairy cattle to the North 
Platte project were described in the 
November, 1927, issue of the NEW REC- 
LAMATION ERA, has forwarded the follow- 



ing statement concerning the progress of 
this constructive work: 

"At the present time (December 16, 
1927) we have brought in 589 head. The 
cheese factories have been progressing 
very rapidly. The new centralizing plant 



has been in operation for some time and is 
equipped to handle five or six cars of 
cheese with plant facilities. The total 
cost was approximately $13,000. The 
factories have paid, an average price of 
5424 cents for butterfat for the year 1927. 
Starting on December 1 we are paying for 
milk twice a month; that is, on the 10th 
and 25th. We think that this will mate- 
rially increase the volume. The increase 
this November over November last year 
was 237,514 pounds. The increase in 
pounds of milk for the 11 months this year 
was 2,420,274 pounds. 

"The Finance Corporation has already 
placed cows on more than 80 farms. The 
bulk of the farmers take from 5 to 10 
head and a purebred sire. We have 
brought in 20 purebred bulls, and of the 
15 high herds in the Cow Testing Asso- 
ciation for the month of November, cows 
furnished by the Finance Corporation 
took the following standing Seventh, 
tenth, twelfth, and fifteenth. I think 
this speaks well for the quality of the 
dairy cattle we have been shipping in. 
The bulk of the cattle are springing 2- 
year old heifers, and the reports we have 
had from the farmers who are just feed- 
ing them ordinary beet tops and hay 
show that the least we have had is 4 gal- 
lons and more of them are giving 5 gal- 
lons. Where grain is being fed in addi- 
tion, to roughage, they are giving as 
much as 5 to 6 gallons." 




Dairy herd of Joe Qisler, a water user on the Minidoka project, Idaho. 



High record cow, 906 pounds of butterfat; average of herd of 21 cows, 407 pounds of butter- 
fat per year 



24 



NEW RECLAMATION ERA 



February, 1928 



fs 
j 
an/l 


*% S? ' 

lj Reclamation Project Women and Their Interests j[ * 

,'v :t\ 
/*r "*\jk 
f^ fiy Mae A. Schnurr, Secretary to the Commissioner and Associate Editor, New Reclamation Era tjk 


>SI 

^ 

J 
8 



Rural- minded Folios 

LOVE of the land, to live, walk, and 
work on it, to derive real pleasure and 
satisfaction from looking out your front 
door over acres of land instead of across 
an asphalt street, to have one's mind and 
heart in all the work that goes on on the 
farm, these are some of the things that 
place you in this envied class. Rural- 
minded folks are not happy in the city 
for any length of time. More successes 
are made by people who are engaged in 
work that they enjoy than any other class. 
In many cases the woman has the 
"lion's" share of farm work. The home, 



and everything that that term implies, is 
her particular charge. By evolving nu- 
merous short cuts, and by the use of labor- 
saving devices she diminishes the time 
spent on housework. Through her pro- 
gressiveness she interests herself and 
encourages her husband in the affairs of 
the farm. As a result of this teamwork, 
modern machinery replaces old equipment 
as soon as it can be arranged, better 
methods of agriculture are employed with 
resultant larger and better crops. The 
progressive rural-minded woman on a 
farm is worth her weight in gold, and she 
has the satisfaction of feeling she is a 
real partner in a worthwhile undertaking. 




Eliminating rate and mice 



Elimination of Rats and 
Mice 

The modern housekeeper, of course, no 
longer climbs shrieking on the nearest 
chair if she happens to see a mouse run 
across the floor; much less does she indulge 
in a fainting spell. Instead, three ques- 
tions are likely to pop into her head 
almost simultaneously: "Now, how did 
that creature get in here?" " What have 
I left around to attract a mouse?" and 
"How shall I get rid of him and all his 
tribe?" 

She begins by hunting for any possible 
openings in the walls, around baseboards, 
near water or heating pipes, or in closets. 
She also casts here eye about for traces 
of careless housekeeping crumbs scat- 
tered, food left uncovered, or in paper 
packages, starch or waxed paper exposed 
where mice can gnaw it, or any other tid- 
bits likely to appeal to their wide range 
of tastes. She may be horrified to find 
mice tracks on the pantry shelves, in the 
drawers where she keeps her tea towels, 
upstairs in closets, in rugs stored in the 
attic, although she has up to this time 
never even suspected there was a mouse 
in here entire house. 

Rats, of course, leave similar indication 
of their presence in gnawed clothing, 
papers, food supples. They are to be 
feared not only because of the damage 
they do, and the rapidity with which 
their numbers increase, but because they 
often carry and convey diseases, kill 
poultry, and other animals, undermine 
foundations, and sometimes bite viciously 
when cornered or attack babies or children 
while sleeping. 

Similar methods of control are used 
against both rats and mice. The elimi- 
nation of either pest from a whole com- 
munity is the end to be desired, but this 
can only be accomplished by the organized 
effort of all the citizens. When people 
realize that rats alone cause over $200,- 
000,000 worth of damage a year and that 
this is totally unnecessary waste, they are 
more willing to take measures to get rid 
of this expensive pest. 

The individual housekeeper can at least 
make a beginning by closing up all open- 
ings through which rats and mice are 
likely to get into the house. Use a 
mixture of cement, sand, and broken glass 
or crockery in such holes if you find any, 
or cover them with a sheet of metal. If 
your house has open studding in the walls 



February, 1928 



NEW RECLAMATION ERA 



25 



from cellar to attic they will be used by 
these pests for runways and passages to 
their nests. The studding should be 
closed. Buildings are frequently made 
entirely rat proof now, when first con- 
structed, by the use of deep cement 
foundations, but older buildings must be 
protected as far as possible by closing 
holes and runways. 

A thoroughly clean and orderly house 
with an exterior that is free of any spot 
where trash is accumulated is a discourag- 
ing place to a hungry rat or mouse. 
Both animals make nests in litter and 
rubbish and seek piles of trash to hide 
under. Both want food. Store all sup- 
plies in covered glass or metal containers, 
which can not be gnawed. Dispose of 
waste and garbage in tightly covered 
receptacles, and get rid of any rubbish 
in the cellar or under the porches or about 
the garage or yard, where these unwel- 
come visitors might hide. If you don't 
possess any traps, get several, both rat 
and mouse traps. Bait them and set 
them where you have seen either animal, 
or near the holes you have found. 

If the traps do not eliminate the pests 
try poisoning with barium carbonate, if 
poison can be used with safety, where it 
will not be touched by children, poultry, 
or pets. This substance is an inexpensive 
white powder, both odorless and tasteless, 
and baits containing it are readily taken. 
The best way to spread poison is to mix 
it with a variety of foods and try placing 
different ones about on successive nights. 
Mix some with such foods as Hamburg 
steak, sausage, fish, liver, bacon, or cheese. 
Spread some on slices of vegetables and 
fruits, such as tomatoes, cucumbers, 
muskmelons, apples; or mix it with canned 
corn, or squash, or pumpkin seeds, mashed 
banana, boiled carrot, or baked sweet 
potato. Mix another lot with rolled oats, 
bread, cornmeal, flour, or cake, and with 
various table scraps. Add water to the 
barium carbonate when necessary to make 
the baits soft, or sprinkle the powder over 
the sliced baits, .rubbing it into them with 
a knife. Use about 1 part poison to 4 
parts food. 

One way to expose the baits is to put 
about a teaspoonful of each of several 
kinds into different paper bags, twist the 
tops, and drop them in places frequented 
by the rats or mice. It is well to label 
these. Another way is to put the bait 
on small pieces of cardboard. Do not 
use stale or spoiled food as bait. Uneaten 
baits should be picked up the next day 
and destroyed. Do not use baits over 
again if not taken. Continue to distribute 
baits until the rats and mice seem to have 
disappeared. The baits are usually 
carried into burrows or behind protecting 



I boxes or furniture and eaten comfortably. 
The effect of the poison is gradual, and 
the rats generally have time to return to 
their burrows before they succumb. 



To Clean the Stove 

The outside of all stoves should be 
wiped frequently with a cloth, soft paper, 
or cotton waste. Grease may be washed 
off with soap and water. Rubbing the 
stove with a soft, thick cloth moistened 
with a few drops of kerosene or light 
lubricating oil will keep it in good condi- 
tion, though not polished. For cookstoves 
especially, many housekeepers consider 
this sufficient and prefer it to blacking, 
because substances spilled can be more 
easily washed off, and flatirons and the 
bottoms of kettles are cleaner than if 
stove polish is carelessly used. 




Stove cleaner 

The stove mop illustrated is very con- 
venient and saves the housekeeper's 
hands. It was made from an old butter 
paddle and a small piece of sheepskin by 



| a woman in Wythe County, Va., as one 
of the many ingenious improvements in 
her kitchen, entered in the county "better 
kitchen" contest. 

Nickel trimmings on stoves should be 
cleaned like other nickel by washing them 
frequently with hot soapy water and dry- 
ing them with soft cloth or paper which 
will usually keep them in good condition. 
Whiting or some other fine scourer may 
sometimes be used to brighten nickel that 
has become dull. 

Coal and wood stoves should be cleaned 
inside frequently and thoroughly in order 
to save heat and fuel. Ashes should be 
removed every day, and once a week the 
soot should be brushed from the bottom 
of the lids. All flues should be cleaned 
regularly, especially those under and on 
top of the oven, through which hot air 
must circulate to heat it. 

When the burners on gas stoves become 
clogged they may be taken out, brushed, 
placed in a large pan, and boiled in water 
to which washing soda has been addedjn 
the proportion of one-half pound to 1 
gallon, rinsed and brushed, wiped with 
paper or cotton waste, fitted back in the 
stove, and dried thoroughly by lighting 
the gas. The tray under the burners 
should be removed and washed frequently. 

The burners and chimneys on oil or 
other liquid-fuel stoves should be kept in 
order in the same way as kerosene lamps. 
In most makes the burners are detachable, 
and when they become clogged may be 
cleaned like those on gas stoves. 

The heating elements on electric stoves 
may be cleaned with water and a soft 
brush. Any particles burned to char may 
be brushed out. 



Yakima and Yuma Projects 

Have New Superintendents 

IF ' 

J. L. Lytel, for many years superintend- 
ent of the Yakima project, JWashington, 
and previous to that superintendent of the 
Strawberry Valley project, Utah, has 
resigned, effective January 31, 1928. He 
is succeeded by Porter J. Preston, superin- 
tendent of the Yuma project. The va- 
cancy caused by the transfer of Mr. Pres- 
ton to Yakima has been filled by the 
appointment of R. M. Priest as superin- 
tendent of the Yuma project. Mr. Priest 
has been acting superintendent of the 
project during the absence of Mr. Preston. 



rpHE_ Beekeepers Association on the 
Milk] River {project jhas been for- 
mulating plans for an improvement and 
increase in the honey industry during the 
coming season. 



26 



NEW RECLAMATION EKA 



February, 1928 



Construction of the Willwood Diversion Dam 

Conctttt gratify Jam built in 1922 and 1923 diverts utaler for the Willwood division of the Shoshone project 
By loan E. Hook, Research Engineer, Denver Office, Bureau of Reclamation 



THE construction of the Willwood 
diversion dam on the Shoshone River 
about 10 miles southeast of Powell, Wyo., 
in 1922 and 1923, provides' for the diver- 
sion of 320 second-feet of water to an 
irrigable area of approximately 17,000 
acres. This area lies south of the Sho- 
shone River and constitutes what is 
known as the Willwood division of the 
Shoshone project. 

The dam is a concrete gravity structure 
320 feet long, consisting primarily of an 
ogee spillway section but including a 
head works section at the north end. 
The spillway section is 271 feet long, 
has a crest elevation 55 feet above the 
foundation, and is surmounted by a 3- 
span, pony Warren, riveted, steel truss 
highway bridge having a reinforced 
concrete floor. The headworks section 
is 49 feet long, approximately 70 feet 
above the foundation, and is surmounted 
by a reinforced concrete approach to the 



highway bridge. One of the accompany- 
ing illustrations shows the completed 
structure with a depth of 4.1 feet of water 
flowing over the spillway section. 

The dam is located in a shale and sand- 
stone gorge about 24 miles below the 
Shoshone reservoir. The adoption of the 
present site and height of dam was 
dependent primarily on the most feasible 
and economical location of the main canal, 
the final conclusion reached as a result 
of nine separate engineering investigations 
of the Willwood division being that be- 
cause of the shifting river channel any 
type of canal or conduit along the cliffs 
of the river canyon would be less desirable 
than a canal located on the high bench 
lands back of the river. 

DESIGN OF DAM 

The gravity type of design was chosen 
in preference to the various hollow types 
because of the horizontally stratified and 



seamy condition of the shale and sand- 
stone foundation. It was found that the 
cost of a hollow overflow dam on such a 
foundation would be practically as great 
as the cost of a gravity dam. The 
gravity sections were designed to be stable 
under a flood of 25,000 second-feet, a 
flood which would cause a depth of 9 feet 
of water on the overflow crest. Allow- 
ances were made for uplift pressures over 
half the area of the base varying from full 
reservoir pressure at the upstream side 
to full tail water pressure at the down- 
stream side. A complete description of the 
engineering phases of the design and con- 
struction was published in the Engineering 
News-Record for October 27, 1927. 

Two unusual features of design incorpo- 
rated in the plans for the Willwood dam 
were the arrangement of the diversion 
headworks and the means adopted for 
preventing erosion of the stream bed 
below the dam. The latter was accom- 



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L^TSuff^c^^r SCCT/OM THHOUOH ountr 




Location, general plan, and sections, Willwood diversion dam 



February, 1928 



NEW RECLAMATION ERA 



27 



plished by depressing the surface of the 
apron at the downstream face of the dam, 
then raising it on a gradual slope to an 
elevation 5 feet higher at the downstream 
edge of the apron. This arrangement 
causes the standing wave or hydraulic 
jump to occur at the downstream face of 
the dam as shown in the accompanying 
illustration of the completed structure, so 
that the velocity is reduced to a non- 
scouring value by the time the water 
reaches the downstream edge of the apron. 
The design of the canal headworks is 
unusual in that the structure is made a 
part of the dam itself instead of being 
built as an auxiliary structure at one end 
of the dam. Water is diverted through 
two 5.6 by 7 foot cast-iron headgates at 
the upstream face of the dam; carried 
to the north abutment through an 8-foot 
horseshoe tunnel 44 feet long, built within 
the headworks section; then through a 
9-foot, concrete-lined horseshoe tunnel in 
the rock formation to the open canal sec- 
tion which begins about 167 feet from the 
north abutment. 

The accompanying illustration shows 
the location, general plan, and typical 
cross sections of the dam. It will be 
noticed that cut-off walls were provided 
at the upstream edge of the dam and the 
downstream edge of the apron; that three 
sluiceways, for sand and silt control and 
also for draining the reservoir above the 
dam, were provided at the elevation of 
the river bed; and that a 7-foot circular 
outlet, for use in a contemplated future 
power development, was provided in the 
headworks section. The three sand sluice- 
ways are controlled by 3.6 by 4.5 foot 
cast-iron sluice gates, operated from the 
floor of the highway bridge. The power 
outlet is closed at present by a timber 
bulkhead. It will ultimately be controlled 
by a 5.6 by 7 foot cast-iron slide gate. 

Transverse contraction joints, fitted 
with keyways, 24 inches wide, 12 inches 



deep, and approximately 6 feet apart, 
were provided in the overflow section at 
intervals of about 30 feet along the dam. 
The apron was reinforced in both direc- 
tions with J^-inch square bars, spaced 16 
inches apart, and was built as continuous 
construction without joints. 

FOUNDATION CONDITIONS 

The foundation for the dam consisted of 
rather seamy sandstone and shale forma- 
tions, the sandstone predominating, as 
shown in the accompanying plans. Al- 
though the hardness of the sandstone 
varied considerably in different parts of 
the foundation, as a general rule the shale 
was softer than the sandstone. More- 
over, it slacked and disintegrated badly 
when exposed to the air, so that it was 
necessary to go over the foundation care- 
fully and remove all slacked material 
just before pouring the concrete. Where- 
ever the surface of the foundation under 
the gravity section of the dam dipped 
downstream, it was terraced off to hori- 
zontal planes or with slight dips upstream, 
the terraces being made from 6 to 8 feet 
wide with steps about 1 foot high. 

The tightness of the rock formations 
was tested, prior to grouting, by sub- 
jecting some of the grout holes to a 
hydrostatic head of 80 feet, this head being 
obtained by connecting the holes to the 
water tank at the mixer plant located on 
the north abutment. The head of 80 feet 
amounted to 10 to 15 feet more than the 
maximum head assumed in designing the 
structure. Twenty-one representative 
holes were tested, some in sandstone and 
some in shale. Holes in the shale seemed 
to be comparatively tight, but some of the 
holes in the sandstone took as much as 
28 gallons of water per minute. 

The foundation and abutments were 
thoroughly grouted under a pressure of 
100 pounds per square inch, grout being 



applied in holes drilled approximately 30 
feet into rock. The grout holes were 
spaced 10 feet apart, longitudinally, and 
were arranged in four lines located as 
shown in Section X-X of the accompanying 
drawing. A total of 1,877 sacks of cement 
and 347 sacks of sand were used in 
grouting the 130 holes drilled in the 
foundation, and 185 sacks of cement were 
used in grouting the 16 holes located at 
the abutments. The proportions of the 
grouting mixture varied from one-half 
sack of cement and 30 gallons of water ^o 
1J^ sacks of cement, 1 sack of fine sand, 
and 10 gallons of water. 

Measurements of uplift pressure on the 
base of the dam, made after the construc- 
tion work was completed, showed that 
satisfactory results were obtained from 
the grouting operations. They also 
showed that the total resulting uplift did 
not exceed the value assumed in designing 
the structure. One line of drain holes 
was located under the downstream toe of 
the dam, the holes being spaced 10 feet 
apart and drilled to depths of approxi- 
mately 30 feet. These holes were con- 
nected to horizontal drain pipes leading 
to the downstream face of the dam at the 
lowest practicable elevation; and were 
aFso piped vertically through the concrete 
to the face of the dam, so as to facilitate 
cleaning. 

CONSTRUCTION OPERATIONS 

Although some stripping was done by 
men and teams, the bulk of the excava- 
tion was handled by dragline, excavated 
material being used in building cofferdams 
or wasted at convenient downstream 
locations. Rock material was loosened 
by blasting except in the cut-off trenches. 
Cut-off trench material was comparatively 
soft and was chipped out with jack ham- 
mers to avoid the shattering of adjoining 
rock, which would result from shooting. 
Grout and drain holes were drilled with 




Willwood dam. Shoshone project, under construction 



28 



NEW ftECLAMATION ERA 



February, 1928 




Willwood diversion dam. Water 4.1 feet deep on spillway crest 



deep-hole tripod drills, using lengths of 
steel from 6 to 32 feet. 

The sand and gravel plant was built on 
the north side of the river, about 700 feet 
from the dam, where an excellent supply 
of material had been located. Stripping 
and loading was done by dragline. The 
screening and mixing plant was located in 
an open cut section of the tunnel at the 
north end of the dam, the mixer being 
placed under the aggregate bins where 
it could be fed by gravity and where it 
could discharge directly into the hopper 
which fed the cableway bucket. The 
bucket was hoisted and carried on the 
cableway to the distributing hopper and 
chute, attached to the cableway, where it 
was automatically tripped and dumped. 

Concrete was poured in blocks located 
as shown on the accompanying plans. 
The forms for the upstream face and the 
sides of the blocks were built in place, 
using 2-inch lumber; those for the down- 
stream face were built in panels 4 by 16 
feet in size, using 1-inch lumber. Panel 
forms built of 2-inch lumber were used 
altogether when the concreting operations 
were first started, but were found to be 
too cumbersome for convenient use. 

Stream control during construction was 
a comparatively simple problem. The 
river was maintained in its natural chan- 
nel at the north side of the canyon while 
excavation and concreting were being 
carried on at the south side. It was then 
diverted through the south sluice gate 
and over one block in the south section 
of the dam which had purposely been left 
at an elevation about 2 feet above the 
river bed, while construction was carried 
on at the north side. As soon as the 
concreting in the north section of the 
dam was brought to a sufficient height 
the entire flow of the river was diverted 
at the Corbett Dam, about 8 miles up- 



stream, and the closure of the structure 
effected, the diverted water being carried 
to the Ralston Reservoir. After the 
closure the flow of the river was carried 
through the three sluiceways until the 
overflow section was completed and ready 
for operation. 

A well-equipped blacksmith and car- 
penter shop and a compressor plant was 
located near the work. Two cableway 
bridges were constructed across the river. 
One was a foot bridge and the other was 
used to carry the air, steam, and water 
pipes for construction purposes, the pipes 
being placed in a box filled with sawdust 
so as to prevent freezing. The main 
cableway was placed over the dam. It 
consisted of a 420-foot span of 2-inch cable 
designed to carry a load of 10 tons. 

CONSTRUCTION CAMP 

The construction camp, consisting of 
cook house and mess house, nine bunk 
houses, office, store house, cellar, ice 
house, bath house, toilet, and garage, was 
built on the south side of the river. All 
buildings were constructed of 1-inch lum- 



ber, drop siding, and rubberoid roofing, 
and all were supplied with electricity. 
Grounds were fenced, the buildings 
painted, and a neat and orderly appear- 
ance maintained throughout. Water was 
pumped from the river to water tanks set 
on a platform above the camp and from 
there piped to the different buildings. 
Approximately 125,000 M. feet b. m. of 
lumber were used in building the camp. 
The camp was planned for 200 men and 
the maximum employed at any time was 
212. An average number of 180 were 
employed when work was in full progress. 
Preparations for construction were 
begun in July, 1922. Actual work on 
excavation was begun with men and 
teams on August 17, and with dragline on 
October 5; concreting operations were 
started at the south end of the apron on 
December 1, 1922; the last concrete was 
placed in the headworks section of the 
dam on June 6, 1923; and the highway 
bridge was opened to traffic on July 23, 
1923. All work was done by Government 
forces except the freighting of supplies and 
materials, which was done by G. W. 
Garrell, of Ralston, Wyo., under contract, 
at unit prices varying from 24 to 45 cents 
per ton-mile. Most of the hauling was 
from Eagle Spur, a siding on the Chicago, 
Burlington & Quincy Railroad, about 2 
miles from the dam. 

COST RECORDS 

Accurate records of cost were main- 
tained from the beginning of the job 
until all work was completed. The total 
cost of the structure, including the outlet 
tunnel through the rock at the north 
abutment, amounted to $337,000, ap- 
proximately $25,000 less than the esti- 
mate. General expense amounted to 5.8 
per cent of the above total, cost of 
superintendence and accounts to 3 per 
cent, engineering and inspection costs to 
3.7 per cent, and camp maintenance cost 
to 5 per cent. The total quantities, total 
costs, and average unit costs of the prin- 
cipal classes of work are shown in the 
accompanying table: 



Willwood dam costs 



Class of work 


Total 
quantity 


Unit 










6,300 


Cubic yards . 




10,286 


do 




841 


...do 




8,400 


do 




1,810 


...do 


Backfill 


449 


...do 




40 


do 








Gates 


41,000 


Pounds 




1,700 


Linear feet 




4,185 


do 




277 


Cubic yards 


Concrete plain 1 2J^ 6 3 


16,648 


do 




213 


do 




3,173 


do 




186 550 


Pounds 









Total cost 



Unit 
cost 



$192. 62 

2,958.48 

30, 028. 83 

3, 452. 95 

7, 193. 18 

924.31 

398. 4S 

168.00 

332.08 

7, 074. 92 

1, 165. 81 

8,807.22 

5,784.83 

139, 944. 25 

2,381.56 

44,784.44 

22,406.89 



$0.47 

2.92 

4.10 

.85 

.81 

.89 

4.20 

""."17 

.09 

2.10 

20.90 

8.42 

11.18 

14.10 

.12 



February, 1928 



NEW RECLAMATION ERA 



29 



Maintenance of Irrigation Structures 



THE following instructions concerning 
the maintenance of irrigation struc- 
tures were issued recently by R/ F. Walter, 
chief engineer, as General Order No. 473: 

General instructions for the mainte- 
nance of the works of the irrigation 
projects of this bureau are given on 
pages 340 to 344 of the Manual. On 
account of the many classes of works 
involved and the varying conditions and 
limitations under which they must be 
operated and maintained the instructions 
in the Manual are given in broad general 
terms only. Dependence must be placed 
on the exercise of good judgment in this 
matter by the responsible field employees 
and it is gratifying to know that our 
important works are, in most cases 
being properly operated and maintained. 
This work can generally be performed 
by the regular force, without greatly 
increasing the cost of maintenance. 

My attention has, however, recently 
been called to conditions on some of the 
projects which can be improved and the 
following comments and instructions are 
issued for your guidance: 

(a) Every reasonable effort should be 
made, within the funds and means 
available, to keep up and improve the 
general appearance of all works and 
especially the more notable structures, 
such as important dams and power 
plants and buildings that are frequently 
visited and examined by the public or 
persons acting in official capacities. 
The adjacent grounds, and especially 
the parts of structures such as tops of 
dams, parapet walls, reentrant angles 
around gate houses, operating platforms, 
structure intakes, etc., should be kept 
free of growing or wind-blown weeds, 
papers, surplus sand or soil and trash of 
any nature. Landscaping and turfing 
should be done in so far as possible, as this 
will go far toward promoting a sense of 
pride in the works on the part of employ- 
ees and thus will tend to raise the quality 
of all maintenance work. 

(b) Surplus construction supplies, ma- 
terials, or equipment should be fully 
and properly disposed of, or where 
reserved, should be suitably stored; or 
assembled and piled in a neat and ship- 
shape manner. Temporary structures 
and buildings should be removed as soon 
as they have served their purpose. 

(c) Minor repairs to buildings, roofs, 
telephone or transmission lines, fences, 
bridges, etc., should be promptly made 
at all times. 

(d) The liberal use of paint of approved 
kind and quality and of pleasing color 
should be encouraged for all suitable 
surfaces. 



(e) The keeping of the working parts 
of machinery clean and free from dirt 
and grit and properly lubricated and pro- 
tected from rust is of prime importance. 

(/) Works of a mechanical nature 
should be periodically inspected, lubri- 
cated, and operated at least throughout 
the operating season to ascertain that 
they are in good operating condition and 
to determine needed repairs or replace- 
ments. This operation should be done 
regularly regardless of the need therefor 
in the routine operation of the project 
unless prohibited by circumstances such 
as impermissible waste of water from 
storage reservoirs or interference with 
power use. Such works include: 

1. Reservoir outlet gates or valves and 
operating mechanisms. 

2. Reservoir spillway gates and operat- 
ing mechanisms. 

3. Important canal control, sluiceway, 
and wasteway gates. 

4. Pumping plants, including penstock 
gates. 

5. Power plants, including control 
mechanisms. 

6. Isolated mechanical devices such as 
turbines or floats, etc., for operating gates 
or other purposes. 

7. Motive-power devices, such as elec- 
tric motors, gasoline engines, etc. 



Booklet on Filing 

Commands Attention 

Favorable notice throughout the United 
States is being given to a recent publi- 
cation of the Bureau of Reclamation, 
prepared by J. W. Myer, chief of the 
mails and files section of the Washington 
office, and J. C. Beveridge, jr., principal 
assistant in the section. 

This 52-page booklet gives a complete 
and very readable description of the 
office system and the filing system of the 
mails and files section, including a com- 
prehensive classification of the files under 
the Dewey decimal system, and numerous 
illustrations showing the various steps 
taken in the complicated process of 
recording, routing, filing, and charging 
out correspondence. 

An up-to-date filing system in the 
hands of competent employees justifies 
the cost of installation and operation 
many times over in saving the time of 
administrative officers. This booklet tells 
how this has been accomplished in the 
Washington office of the Bureau of 
Reclamation. A few copies are still 
available on request for distribution to 
interested persons. 



8. Remote control apparatus. 

(0) The following metal work and 
machinery should be periodically cleaned 
and painted: 

1. Structural steel gates. 

2. Needle valves. 

3. Plate steel conduits. 

4. Metal flumes. 

5. Metal and other work that needs 
paint to protect it from rust or deteriora- 
tion or that should be kept painted for 
the sake of appearance. 

(h) Detail report on the condition of 
the following should be made periodically 
but at intervals not exceeding one year 
to this office: 

1. Power plants. 

2. Pumping plants. 

3. Needle valves. 

4. High pressure gates. 

5. Drum gates. 

(t) Special attention should be given 
in the periodic cleaning and inspection 
to electrical machinery installed in damp 
places. 

(j) All windows in power plants and 
other buildings should be kept clean and 
broken glass promptly replaced. 

(fc) Suitable cupboard space should be 
provided for small tools and supplies, 
repair parts, oils, etc. 

([) All drainage outlets, vents, weep 
holes, etc., upon which the safety of any 
structure depends, should be watched 
and any evidence of improper operating 
conditions promptly investigated and 
needed repairs made. 

(m) At certain major structures there 
are special conditions of water, climate, 
topography, floods, regulation, etc., that 
may not exist at others. For such 
structures written instructions covering 
the care and operation of the principal 
features to properly meet such special 
conditions should be prepared for the 
guidance of the operators. These in- 
structions are not intended to cover 
routine operation for release of water, 
but to insure that gates, valves, etc., are 
examined, repaired, painted, and other- 
wise so maintained that interruptions in 
service are avoided. 



The study of pedigrees, based on the 
knowledge of characteristics of the animals 
composing them, is indispensable to per- 
sons wishing to excel as breeders. 



Do you know how to recognize the 
quality of eggs? A good egg has a clear, 
firm white, an upstanding yolk, a good 
flavor, and a strong shell. 



30 



NEW RECLAMATION ERA 



February, 1928 



Canyon Power and Pumping Plant, Boise Project, Idaho 



By L. N. McClelland, Electrical Engineer, Bureau of Reclamation 



Til 10 Black Canyon dam on the Payette 
River, about 4 miles above the town 
of Emmett, Idaho, was built for the pur- 
pose of diverting water into the canals of 
the Emmett irrigation district and also 
for diverting water for the lands of the 
proposed Payette division of the Boise 
project. The dam forms a small lake, the 
surface of which is 88 feet above the nor- 
mal water surface in the river immediately 
below the dam, and this makes it possible 
to divert by gravity directly from the lake 
into the Emmett south side canal. The 
Emmett north side canal, however, is too 
high for gravity diversion and the Black 
Canyon pumping plant serves to pump 
water from the lake into this canal. 

This pumping plant contains two units, 
each consisting of a 48-inch, vertical, 
screw-type, centrifugal pump direct con- 
nected to a hydraulic turbine. Each unit 
receives water from the lake through a 
steel penstock 5 feet in diameter which 
branches a short distance from the unit 
into a 4-foot diameter pipe supplying 
water to the inlet side of the pump and a 
3-foot diameter pipe connecting to the 
turbine inlet. The upper end of each 
penstock is provided with a trash rack 
and a 4.8 by 6-foot motor-operated slide 
gate which is controlled from the switch- 
board in the power plant. A 48-inch, 
motor-operated, needle-type valve is pro- 
vided between each pump and the dis- 
charge pipe which serves both units. The 



discharge pipe is 7 feet in diameter and 
connects with a reinforced concrete con- 
duit of the same size built into the dam, 
which carries the water to the north end 
of the dam where it is delivered into the 
Emmett north side canal. A venturi 
meter in the discharge conduit indicates 
and records the amount of water pumped. 
The turbines operate under a head varying 
from 80 to 90 feet and the normal head 
on the pumps is 25 feet. The pumps have 
a combined capacity of 300 second-feet 
and about 1.6 second-feet of pumped 
water is delivered for each second-foot of 
power water discharged through the tur- 
bines. 

The Black Canyon power plant has two 
generating units, each consisting of a 6,000- 
horsepower vertical shaft hydraulic tur- 
bine direct connected to a 5,000-kv-a. 
generator with direct connected exciter. 
Each turbine has a steel penstock 8 feet 
m diameter, the upper end of which is 
provided with trash rack and a 6.4 by 
10-foot motor-operated slide gate which 
is controlled from the switchboard. 
Power is generated at 6,600 volts. An 
outdoor transformer station containing a 
10,000-kv-a. bank of water-cooled trans- 
formers raises the voltage to 66,000 for 
transmission over a transmission line 3.75 
miles in length, which connects the power 
plant with the Idaho Power Co.'s system 
at a point near Emmett. Through an 
interchange agreement with this company, 




Black Canyon dam, Boise project, Idaho 



the power is transmitted over its lines to 
the pumping plant of the Gem irrigation 
district and the Idaho Power Co. receives 
all excess power not required by the dis- 
trict. The Gem district pays an annual 
charge for the power received from the 
Black Canyon plant which includes the 
actual cost of operation and maintenance 
plus depreciation on the power plant and 
transmission line plus interest on the 
investment in the power system at the 
rate of 5 per cent per year. The cost of 
power to the district under this arrange- 
ment is approximately $42,000 per year, 
or about half of what it formerly was when 
power was being purchased from the local 
power company. The Gem district will 
eventually secure water by gravity from 
the Owyhee River and pumping from 
Snake River will then be eliminated. 
Power from the Black Canyon plant will 
then be available for pumping on the 
Payette division of the Boise project. 
w The switching equipment of this plant 
is a little out of the ordinary in that it is 
of the full automatic type. In case of an 
abnormal^condition, such as a hot bearing, 
hot generator winding, failure of insula- 
tion of generator winding, overspeed, or 
excess voltage, the units will be automat- 
ically disconnected from the line and shut 
down. The operation of synchronizing 
the generators with each other or with the 
system of the Idaho Power Co. is per- 
formed automatically and in case of trouble 
on the transmission lines the oil circuit 
breaker on the outgoing circuit will try 
out the line three times at predetermined 
intervals and if the trouble remains on the 
line the breaker will then lock itself open 
and the plant will automatically shut 
down without attention on the part of the 
operator. This equipment has func- 
tioned very satisfactorily during the two 
years that it has been in service. The 
power and pumping plants are housed in 
the same building, which permits both to 
!-e operated by one operating organiza- 
tion consisting of a power-house foreman 
and three operators. 

Close regulation of the flow in the river 
is essential as fluctuations of any magni- 
tude interfere with the diversion of water 
into the various canals below the dam. 
The overflow section of the dam is pro- 
vided with three automatic drum gates 
each 14.5 feet high and 64 feet long, which 
control the quantity of water passing 
over the dam so as to maintain the water 
surface of the lake at the desired elevation. 
An increase in the quantity of water 
flowing into the lake causes it to rise 



February, 1928 



NEW RECLAMATION ERA 



31 



slightly and this changes the position of a 
float which in turn causes the drum gate to 
depress sufficiently to discharge the addi- 
tional water. The operation is reversed 
if the quantity of water entering the lake 
decreases, causing the drum gate to rise 
so as to accommodate the lesser flow. 
One drum gate is provided with a remote 
control operated from the switchboard in 
the power plant, and gauges on the switch- 
board indicate the elevation of the water 
surface of the lake and the height of the 
gauge at the river gauging station located 
several hundred feet below the plant. 
By means of these gauges and the remote 
control of the drum gate above men- 
tioned, the operator can adjust the position 
of the gate so as to maintain uniform flow 
in the river below the plant. 



Washington Cities Can Not Exercise 

Police Powers Outside Boundaries 



State Courts Suits 

Against U. S. Officers 

The ease of Town of Casa Colorado 
Land Grant v. Pooler, U. S. District 
Forester (N. M., 1927), 259 Pac. 629, is 
notable for its careful review of the deci- 
sions of the Federal courts in regard to 
suits against officers of the United States 
in their personal capacity. The defend- 
ant, as forest supervisor of the National 
Forest Service, was occupying certain 
land as a part of the Manzano National 
Forest, to which the plaintiff claimed title. 
Plaintiff brought suit to restrain the 
defendant from continuing to occupy the 
land, and alleged in its complaint that it 
owned the land and that defendant was 
denying plaintiff the use thereof, to the 
great damage of plaintiff. Defendant 
demurred on the ground that it appeared 
upon the face of the complaint that the 
defendant was in possession of the land 
only as the agent of the United States, 
and that the suit was one therefore 
against the United States, of which the 
court had no jurisdiction. 

The court held that the demurrer ad- 
mitted the wrongful possession, and hence 
that an injunction should issue. Being 
a mere agent is in itself no excuse for 
committing a wrong. 



Whatever an animal has, so far as its 
inheritance is concerned, it gets from its 
parents. They get theirs from their 
parents, and so on back to the beginning. 



Selection has brought about the improve- 
ment of the important present breeds of 
livestock over the stock from which they 
originated. 



TN September, 1925, the city of Cle 
* Elum, Wash., enacted an ordinance 
by which it purported to assume jurisdic- 
tion over Lake Cle Elum and to constitute 
boating, swimming, and fishing on the 
lake, offenses punishable by the city. 

; The lake is outside the corporate limits 
of the city, lying about 6 miles northwest 
therefrom. The Federal Government has 
at this point constructed a reservoir for its 
Yakima reclamation project. In Brown 
v. City of Cle Elum (255 Pac. 961), De- 
partment 2 of the Supreme Court of 
Washington passed upon an injunction 
suit brought by Brown, who occupied a 
cottage on the shore of the lake, to re- 
strain the city from enforcing the ordi- 
nance. The decision of the divisional 
court was in favor of the validity of the 
ordinance, but upon rehearing it was de- 
cided by the full court, in a case not yet 
printed, that the ordinance violated article 
11, section 11 of the State constitution, 

I which provides as follows: "Any county, 
city, town, or township may make and 
enforce within its limits, all such local po- 
lice, sanitary, and other regulations as are 
not in conflict with general laws." 

The city in enacting the ordinance fol- 
lowed the provisions of sections 9127 and 
9473 of Remington's Compiled Statutes, 

, assuming to give cities in the State of 

I Washington authority to enact such or- 
dinances. The ultimate holding of the 
supreme court was therefore to the effect 
that this provision of the State code vio- 
lated the constitution. 



The case is of considerable importance 
to the Bureau of Reclamation which 
holds all of the land around the lake, and 
is compelled to utilize the lake for the 
transportation of lumber cleared away in 
connection with the reservoir site. The 
court of its own motion requested the dis- 
trict counsel of the bureau to file brief as 
amicus curix. In this brief the inter- 
related rights of the State and Federal 
Governments were discussed, but the 
court in its decision passed this matter 
over in silence, putting its decision upon 
the ground, as stated above, that the as- 
sumed jurisdiction of the city was not 
permitted by the constitution of the 
State. 



Project Chief Clerk 

County Fair Winner 

In 1926 E. R. Scheppelmann, chief 
clerk and fiscal agent on the Lower Yel- 
lowstone project, Montana- North Dakota, 
took a remarkable number of prizes at 
the Richland County Fair for vegetables 
raised in his garden at project head- 
quarters in Savage, Mont. Last year he 
exhibited 28 different kinds of vegetables 
and 3 fruits, with the result that he took 
a sweepstake prize for the best and largest 
variety of vegetables produced in one 
garden. Just another indication of the 
real opportunities for good farmers on 
this project. 




Chief Cl"rk Scheppolmann In his prize-winning garden, Lower Yellowstone project 



32 



NEW RECLAMATION ERA 



February, 1928 



Reclamation Organization Activities and Project Visitors 



DR. ELWOOD MEAD, Commissioner 
of Reclamation, will attend the 
annual meeting of the National Bureau 
of Economic Research in New York on 
February 6. Doctor Mead is a director 
at large of the bureau. 



Floyd M. Watson has resigned 
assistant clerk in the Denver office. 



Miss Elisabeth von Hagen, stenog 
rapher on the Rio Grande project, has 
resigned to become secretary to L. M. 
Lawson, International Boundary Com- 
missioner, with headquarters at El Paso. 



Alfred R. Wilson, former secretary of 
the Strawberry Water Users' Association, 
Strawberry Valley project, Utah, and 
secretary of the Strawberry High Line 
Canal Co., died on January 24, 1928. 



F. T. Crowe, construction superin- 
tendent with the Morrison-Knudsen Co., 
was a recent visitor on the Boise project 



C. D. Greenfield, agricultural develop- 
ment agent of the Great Northern Rail- 
way, was a recent visitor on the Milk 
River project. 



C. C. Wilburn, of Jerome, Idaho, has 
been chosen as the third member of the 
board of appraisers to appraise excess 
area and new lands on the Minidoka 
gravity extension unit. The other mem- 
bers are W. W. Johnston, representing 
the Bureau of Reclamation, and J. L. 
Driscoll, of Boise, representing the irriga- 
tion district. 



Charles R. Pollock, supervisor of 
fisheries for the State of Washington, 
accompanied by the State superintendents 
of salmon and game fisheries, the Yakima 
County game commission, the game 
warden, and the superintendent of the 
State fish hatchery, called recently at the 
Yakima project office to discuss methods 
of preventing the loss of fish in irrigation 
canals. 

J. L. Lytel, superintendent of the 
Yakima project, and B. E. Stoutemyer, 
district counsel, held a conference at 
Olympia, Wash., with the State super- 
visor of hydraulics and a representative 
of the attorney general's office relative to 
the adjudication of the waters of the 
Yakima River, and it was agreed that the 
State would proceed with the adjudica- 
tion. 



Recent visitors to the Kittitas division 
of the Yakima project included A. F. 
Stotler, district engineer, Northern Pacific 
Railway; Mr. Clements, superintendent 



of bridges, Chicago, Milwaukee & St. 
Paul Railway; and Charles R. Pollock, 
State supervisor of fisheries. 



T. A. Miller-Brownlie, who is interested 
in irrigation investigations in the Punjab, 
India, was a recent visitor on the Yuma 
project. 

Frank F. Smith, engineer, and Oscar L. 
Rice, assistant engineer, have been trans- 
ferred from the North Platte project to 
Echo Reservoir, Salt Lake Basin project. 



J. P. Siebeneicher, chief clerk on the 
Huntley project, has been transferred to 
a similar portion on the Belle Fourche 
project. 

J. R. lakisch, engineer on the Shoshone 
project, has assumed charge of drainage 
investigations on the Klamath project. 



E. E. Lewis, water master on the 
Shoshone project, has resigned to accept 
the position of superintendent of the 
Huntley project. 



L. C. Hill and Oro McDermith, con- 
sulting engineers, and S. O. Harper, gen- 
eral superintendent of construction, spent 
several days in the Washington office re- 
viewing the reports on the Pecos River 
investigations. 




Jackson Lake Dam, discharging 12,000 cubic feet of water per second 



U.S. GOVBBNMBNT PRINTING OFFICE! 1928 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. HUBERT WORK, SECRETARY OF THE INTERIOR 

E. C. Finney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Washington, D. C. 

lil wood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner George C Kreutzer, Director of Reclamation Economics 

W. F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N McCulloch, Chief Clerk 
Denver. Colorado, Wilda Building 

R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L. Savage, Chief Designing Engineer: E. B. Debler, Hydrographic Engineer; 
L. N. McClellan, Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 




Newell, S. Dak 


F. C. Yniinehlutt 


J. P. Siebeneicher 




Wm. J. Burke 


Mitchell, Nebr. 
Portland, Org 
El Paso, Tei. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise i 


Boise, Idaho R. J. Newell 


W. L. Vernon 




B. E. Stoutemyer 


Carlsbad 


Carlsbad, N. Mex L. E. Foster 
Grand Junction, Colo. J. C. Page 
Ball BD tine Mont 


W. C. Berger 
W. J. Chiesman 


W. C. Berger 


H. J. S. Devries 


Grand Valley 
Huntley ' 


C. E. Brodie 


J. R. Aleiandnr 






King Hill* 


King Hill, Idaho 


Klam ath 


Klamath Falls, Greg.. 
Savage, Mont. 
Malta, Mont 


H. D. Newell ; N. G. Wheeler Joseoh C. Averv 


R. J. Cofley... 

E. F, Rortriis 


Lower Yellowstone 
Milk River 


H A Parker 


E. R. Scheppelmann.. 
E. E. Chabot 


E. R. Scheppelmann 




E E. Chabot do 


Minidoka* 




E B Darlington 


rt f! Pntt.nr.wm 


Miss A. J. Larson B- E. Stniit.nmvftr 




Fallon, Nev 


A W Walker Erie W. Shepard 


Miss E.M.Simmonds. 
Virgil E. Hubbell 
N D Thorp 


R J. Cofey 


North Platte 6 


Mitchell, Nebr 


H. C. Stetson . Virgil E. Hubbell . 


Wm. J. Burke 
B. E. Stoutemyer 
R J Coffey 






Calvin Casteel W D Funk 


Orland 


Orland Calif 


R C E Weber C H Lillingston 


C.H. Lillingston 






F A Banks H N Rink-pl 






El Paso Tex 


L R Fiock 


V G Evans 


L S Kennicott H J S Devries 




Riverton Wyo 


H D Comstock 


R B Smith 


R. B Smith Wm J Burke 


Sait River 7 


Phoenix, Ariz 










Powell, Wyo 


L. U. Mitchell 


W. F Sha 


E. E. Roddis 


Strawberry Valley 


Provo, Utah_._ 








Sun River I0 


Fairfield, Mont 


G. O. Sanford H. W. Johnson 


H.W.Johnson E. E. Roddis 


Umatilla n 












L J Foster G. H. Bolt 


F. D. Helm J- R. Alnianrter 


Vale 




H. W. Bashore C. M. Voyen 


C. M. Voyen 
J. C. Gawler 


B. E. Stoutemyer 


Yakima 


Yakima, Wash 
Yuma, Ariz 


P J Preston R- K. Ctinninehani 


do 


Yuma . 


R. M. Priest 


H. R. Pasewalk 


E. M. Philebauin 


R. J. Cofley 







Large Construction Work 



Salt Lake Basin Echo 


Coalville Utah F F Smith " 


C. F. Williams 








Dam. 

Kittitas 


Ellensburg, Wash Walker R. Young 1! 


E. R. Mills... 




B. E. Stoutemyer 


Portland, Oreg. 


Sun Kiver, Gibson 


Augusta, Mont Ralph Lowry 12 


F. C. Lewis 


F. C. Lewis 


E. E. Roddis 


Billings, Mont. 


Dam. 


Stony Gorge Damsite, H J Gault 12 


C. B. Funk . . 




R. J. Cofley 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon. 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1926. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

1 Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

4 Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

' Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



7 Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

I Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

Operation of project assumed by Strawberry Valley Water Users' Association 
on Dec. 1, 1926. 

10 Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

II Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

" Construction engineer. 



Important Incaligalions in Progress 



Project 



Office 



In charge of 



Cache la Poudre investigations 


Denver, Colo 






Middle Rio Grande 

Columbia Basin Prnjflr-t 


Albuquerque, N. Mex. 
Lind, Wash 


~B.*E. Hayden 


Middle Rio Grande conservancy district. 
State of Washington. 


Truckee River 

Heart Mountain investigations _ 


Reno, Nev 
Powell. Wyo 


A. N. Burch 
I. B. Hosig 






Salt Lake City, Utah 




State of Utah 


Cle Elum storage 




P J Preston 








R J Newell 




Southern investigations 


Washington, D. C_ 


George C. Kreutzur 


Southern States. 






and C. A. Bissell. 





Cooperative agency 







* f r 



iiiiiilSill. 
Illllllllil 





ECONOMIC DEVELOPMENT ON THE BELLE FOURCHE PROJECT, SOUTH DAKOTA 

Left to right: One of the publicity signs. Graveling Federal Highway between Belle Fourche and Newell. One of the four pickle-salting stations. New Utah 
Idaho Co. sugar refinery at Belle Fourche. New power beet dump. Building the Vale branch of the Chicago & North Western Railway. A farm home. 
Young dairy herd 



RECLAMATION ERA 



VOL. 19 



MARCH, 1928 



NO. 3 



MM 




HORSE MESA DAM, SALT RIVER PROJECT, ARIZONA 





CO7VOMF in Federal operations is 
here to stay. True economy means the 
discouragement of unnecessary expend- 
itures. It carries no thought of unwise, 
unscientific limitation. Rather, it makes 
ample provision for things that must be 
done. Pressure for retrenchment, insistance upon wiser 
spending, have furnished capital to meet our new demands 
without expansion of our expenditure program. We can 
not absorb by economy all of our prospective new require- 
ments. If we absorb as much as possible, we have real- 
ized the true meaning of economy. By saving money 
where money can properly be saved, we have developed 
what is more properly termed a constructive economy pro- 
gram in our Federal service. It is not a policy of nega- 
tion. It calls for positive action. It proceeds in accord- 
ance with the dictates of common sense and the princi- 
ples of sound business. It is provident. It looks ahead. 
It undertakes to make plans for the needs of to- morrow. 



From the address by President Coolidge at the Fourteenth Meeting 
of the Business Organization of the Government, January 30, 1928 



NEW RECLAMATION ERA 



HUBERT WORK 
Secretary of the Interior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 
Price, to others than project water users, 75 cents a year 



ELWOOD MEAD 
Commininner, Bureau of Reclamation 



Vol. 19 



MARCH, 1928 



No. 3 



Interesting High Lights on the Federal Reclamation Projects 



THE Chicago & North Western Railway 
has begun a series of newspaper ad- 
vertisements calling attention to the 
Black Hills region and the agricultural 
opportunities in the adjacent irrigated 
districts, including the Belle Fourche proj- 
ect. These displays will appear weekly 
in a number of mid-west dailies and will 
continue for about three months. 

FIVE hundred field boxes of citrus 
fruit were picked from the syndicate 
holdings on the Yuma Mesa during Jan- 
uary, bringing the total to the end of the 
month to 4,750 boxes on unit B. One 
10-acre unit is being leveled and will be 
planted to trees this spring, and another 
10-acre unit will be used to grow nursery 
stock. Present indications are that from 
40 to 50 acres will be planted to citrus 
trees before hot weather. 



"C'XCELLENT cooperation in the settle- 
" ment work on the Milk River proj- 
ect has been received from representa- 
tives of the Malta irrigation district. 
Circular letters were sent out by the sec- 
retary of the district to approximately 
1,500 inquirers as a follow-up, to recent 
advertising of the project by the local 
press. A number of very favorable 
replies were received from prospective 
settlers who are planning to visit the 
project this spring. 

THE execution of beet production con- 
tracts on the Milk River project 
has progressed satisfactorily. At the end 
of January an acreage had been con- 
tracted considerably larger than that 
planted last year, with a large portion of 
the district still to be canvassed. 



ONE of the largest items of wealth 
shown on the census returns from 
the Newlands project is dairy stock, with 
a total of all classes of 9,357 head, valued 
at $710,626. This is an increase of 4,016 
head and of $183,656 in value over 1926. 

8938228 



cars of oranges were 
shipped from the Orland project 
during the past season, of which 47 cars 
were packed and marketed by the Orland 
Orange Growers' Association. In addi- 
tion to a large yield, highly remunerative 
prices were received. The final crop cen- 
sus report for the project orange groves 
show a total production of 17,500 com- 
mercial pack boxes from 296 acres of trees 
under irrigation, producing oranges valued 
at $70,000, or an average of $236.50 per 
acre. 



"DECENT statistics of the 1927 opera- 
" tions of the two Orland project 
creameries show an increase of 22 per 
cent in the amount of butter produced 
over 1926. The total amount made was 
1,314,000 pounds, the butterfat for which 
was largely produced by the dairy herds 
of the project, numbering 3,243 cows. 



HPHE Guaranty Building & Loan Asso- 
* ciation of San Jose has established a 
local agency on the Orland project. The 
company contempletes a loan service for 
home buildings within the town of Orland 
and the immediate adjacent residence 
district, as well as an investment service. 

A SEMICOOPERATIVE company has 
** been formed at Sunnyside, Yakima 
project, to encourage and partially finance 
the growing of mint on the Sunnyside 
division. Encouraging results were ob- 
tained by growers of this crop last year, 
but the work is still in the experimental 
stage. 

A COMMITTEE of sugar-beet grow- 
ers on the Minidoka project met 
recently with the management of the 
Amalgamated Sugar Co. at Ogden to 
urge operation of the Paul factory next 
fall. It was estimated that under favor- 
able conditions 6,000 acres of beets could 
be secured for the Paul factory and 4,000 
acres for the Burley factory. 



ORACTICALLY all the spring wool 
* crop on the Uncompahgre project has 
been contracted for at a good price 
ranging around 32 cents a pound. 



"C1AVORABLE conditions and a good 
crop gave turkey growers on the 
Uncompahgre project during the past 
year an average of approximately 41 
cents a pound for No. 1 grade turkeys. 
The shipments were made in boxes man- 
ufactured by the Montrose Box Co. 
located in Montrose. 



TT HAS been announced by the Kraft 
* Cheese Co. that in addition to the 
factory which they started recently to 
Montrose, Uncompahgre project, another 
factory will be opened in the near future 
to Delta. This development will help 
to increase the dairy industry in the 
lower end of the valley. 



rriHE annual poultry show of the West- 
-' era Slope Colorado Poultry Associa- 
tion was held at Delta, Uncompahgre 
project, during the early part of January. 
There were 66 exhibitors. Some of the 
turkeys on display were valued at as high 
as $250. Poultry authorities state that 
this show was the best ever held on the 
western [slope, the equal of any ever held' 
in the State of Colorado, and would rank 
with the 10 best shows in the United' 
States. 

rpHE Associated Seed Growers (Inc.)' 
* are making contracts for the grow- 
ing of seed peas and beans on the Shoshone- 
project for the coming season. 

A RRANGEMENTS are being made 
^*- by local banks on the Lower Yellow- 
stone project to finance farmers for the- 
purchase of pure-bred dairy stock. Ten- 
tative plans call for two-year loans at 8 
per cent, one-half of the loan to be retired! 
at the end of the first year. 

33. 



34 



NEW RECLAMATION EHA 



March, 1928 



Reclamation Settlement and Development Conference 



Held in Washington, D. C, February 14 and 15, 1928 



FAR-REACHING and beneficial re- 
sults to reclamation and the settle- 
ment and development of the Federal 
irrigation projects are foreshadowed by 
the settlement and development con- 
ference held in the auditorium of the 
Interior Department on February 14 and 
15, 1928, announcement of which was 
carried in the February issue of the NEW 
RECLAMATION ERA. 

The conference was attended by a 
large number of influential and well- 
informed men, representing a cross section 
of individuals and organizations interested 
in the problems of Federal reclamation 
and in safeguarding the investment of the 
Government. Among these were Sena- 
tors and Congressmen from the Western 
States, State engineers, members of cham- 
bers of commerce, sugar company officials, 
and representatives of the water users and 
of the settlement and development organ- 
izations of the transcontinental railroads. 
The problems under discussion offered a 
field for wide diversity of opinion, yet 
there was an amazing unanimity in the 
conclusions reached by the delegates after 
full and free discussion. 

The conference was called to order at 
9.45 a. m. on February 14, with Hon. 
E. C. Finney, First Assistant Secretary of 
the Interior, presiding. The conference 
was honored by the presence of Hon. 
Hubert Work, Secretary of the Interior, 
who welcomed the delegates in a brief 
but inspiring address. The Secretary 
touched on the history of Federal reclama- 
tion, referred to its bright outlook for the 
future, and called attention to the fact 
that it is now on a paying and business 
basis. 

Dr. Elwood Mead, Commissioner of 
Reclamation, then discussed the purpose 
of the conference. Doctor Mead stated 
that he thought it appropriate to first call 
attention to the recent achievements of 
the water users, in the matter of repay- 
ments, the collections for construction in 
1927 being $1,000,000 greater than in 
1926. In 1927 the value of crops grown 
on the projects was $18,000,000 greater 
than in the preceding year. Doctor Mead 
said that attention should be given by 
the conference to the question whether 
reclamation should include financial aid 
to the settlers, preparation of the land, 
and the building of houses before actual 
settlement. 

Hon. Addison T. Smith, of Idaho, 
Member of the House of Representatives, 
gave an exceedingly interesting and in- 
structive talk on the public-land policy. 
He referred to the unwise action of open- 



ing public land to entry without regard to 
its possibility of profitable cultivation and 
without adequate information being given 
to the settlers. There was, however, a 
distinct advance made under the reclama- 
tion act, although even here some projects 
were unwisely selected. He stressed the 
fact that the reclamation of arid lands is 
not only a benefit to the individual farmer 
who develops a home and to the adjacent 
towns but to all parts of the country which 
ship goods to these projects. 

Hon. John B. Kendrick, United States 
Senator from Wyoming, then addressed 
the conference, stating that in the com- 
monwealth building of the West the de- 
velopment of irrigation projects is of the 
utmost benefit. Financial aid to settlers, 
he said, is the next step to be taken to 
safeguard the investment of the Govern- 
ment and give the settlers an opportunity 
to develop a going concern before their 
original meager capital has been lost. 
Reclamation, he said, is the most im- 
portant work the Government is doing 
in the arid States. 

Mr. R. E. Kelly, manager of develop- 
ment of the Southern Pacific Railway, 
spoke on the subject of the relation of the 
railroads to reclamation, pointing out 
that a reclamation project lacking rail- 
road facilities to carry its crops to market 
would be hard put to exist. He referred 
to the railroad development of the South- 
ern Pacific on the southwestern projects, 
and stated that more and more attention 
would be given to what can be done by 
the railroad in settling the proper people 
on irrigated land. 

Mr. John W. Haw, director of the de- 
partment of agricultural development of 
the Northern Pacific Railway, urged 
aided and directed settlement as a 
natural and proper function of the Gov- 
ernment, stating, however, that we should 
start on a small scale and feel our way 
along in order to develop the best pos- 
sible policy. 

Mr. W. H. Russell, colonization agent 
of the Lethbridge northern irrigation 
district, Alberta, Canada, concluded the 
morning session with an interesting de- 
scription of how the colonization depart- 
ment of his district is assisting settlers of 
small means. Actual cash is not ad- 
vanced to these settlers, but they are 
furnished with the necessary supplies and 
materials, safeguarded by the principle 
that nothing is done for a man that he 
can do himself. He concluded his re- 
marks with a number of examples of the 
value of financial assistance to settlers 
coming to the project with entirely in- 



adequate capital, but who are now self- 
supporting home owners. 

The conference adjourned for lunch, 
convening at 2 p. m. with Mr. Richard 
R. Lyman, of Salt Lake City, presiding. 

The first speaker was Dr. F. B. Lin- 
field, dean and director of the Montana 
State College of Agriculture, who de- 
scribed the agricultural situation in Mon- 
tana over a succession of years. He 
stated that all the projects are "sick," 
the main trouble being that on all a 
portion of the land is not producing, 
caused by lack of settlers and poor farm- 
ing. He called attention to the heavy 
expense of the farmer in preparing his 
land and in making it habitable in order 
to make it a going concern. Some agency 
must be created, he said, to finance these 
costs. 

Mr. W. B. Buchholz, secretary of the 
Belle Fourche irrigation district, Belle 
Fourche project, South Dakota, spoke 
on the subject of the settlement needs of 
the projects, referring to their slogan of 
"A farm on every 80 acres." He 
urged especially the cooperation of all 
agencies, chambers of commerce, rail- 
roads, State agricultural departments, 
and others to aid in solving these settle- 
ment problems. More and better build- 
ings are a necessity, he said, if potential 
landowners are to be interested in 
undeveloped land on an irrigation project. 

THE GROUP MEETINGS 

The delegates to the conference then 
divided into three groups to discuss 
particular problems of settlement and 
development of reclamation projects. 

Group No. 1 considered projects where 
irrigation works are completed, but 
lacking settlement and farm develop- 
ment. These projects included Riverton, 
Belle Fourche, Lower Yellowstone, Milk 
River, Willwood, and Uncompahgre. 
The round-table discussion was led by 
Mr. George C. Kreutzer, director of 
reclamation economics. 

Group No. 2 considered projects where 
irrigation works are now under con- 
struction and where there is a need now 
for preparing plans for settlement and 
development. These projects included 
Kittitas, Vale, Owyhee, Payette, Minidoka 
Gravity Extension, and Greenfields. The 
round-table discussion was led by Dr. 
Hugh A. Brown, assistant director of 
reclamation economics. 

Group No. 3 considered the costs, 
possibilities, and needs of projects under 
investigation. These included Columbia 
Basin, Upper and Lower Colorado Basins, 



Match, 1928 



NEW RECLAMATION EBA 



35 



Pecos Valley, Umatilla Rapids, Heart 
Mountain, Casper-Alcova, Saratoga, Des- 
chutes, Minidoka Pumping, Kennewick, 
Yakima-Benton, Baker, Stanfield, and 
Westland irrigation districts. The round- 
table discussion was led by Mr. P. W. 
Dent, assistant commissioner of reclama- 
tion. 

These groups were in session during 
the afternoon of February 14 and the 
morning of February 15. At 2 p. m. on 
the 15th the conference again met in 
general session for the submission of the 
group reports and resolutions. 

REPORT OF GROUP ^NO. I 

The report of Group No. 1 was sub- 
mitted by Mr. W. B. Buchholz, as follows: 

This group composed of about 20 mem- 
bers of the conference met in the audi- 
torium of the Department of the Interior 
at 3.15 p. m., February 14, 1928, to con- 
sider problems of settlement and farm 
development of projects having irrigation 
works completed but lacking settlement. 
These projects include Riverton, Belle 
Fourche, Lower Yellowstone, Milk River, 
Willwood, and Uncompahgre. 

On Belle Fourche, Lower Yellowstone, 
Willwood, and Riverton active settlement 
work has been carried on during the past 
year. As an illustration, on the Belle 
Fourche project options were taken on 95 
unoccupied farms at prices fixed by inde- 
pendent appraisal. The terms of pur- 
chase were 20 years and the interest was 
fixed at 6 per cent. The land was good, 
the water supply ample and cheap. 
Seventeen farms have been sold. All 
farms having good buildings were either 
sold or leased to good tenants. The 
unoccupied farms remain untaken, yet the 
soil is good and ample water is available 
for irrigation. Settlers did not have the 
means to buy these unimproved farms and 
provide the necessary improvements. 
Furthermore, the owners were unable to 
finance this development. No local 
agency can supply this credit. Yet on 
Willwood, Belle Fourche, Lower Yellow- 
stone, Milk River, and Riverton the 
Government has expended $18,771,000 to 
construct works to irrigate 283,070 acres 
of land, of which only 78,640 acres were 
irrigated in 1926. About 1,400 settlers 
are needed to cultivate the unirrigated and 
unoccupied farms on these projects. 
Results similar to those stated for Belle 
Fourche were secured for Lower Yellow- 
stone. 

It was the opinion of this group that 
the Government should provide this need 
to complete the settlement of these proj- 
ects by providing advances and thus 
insure their solvency. 

It was moved by Mr. Buchholz and 
seconded by Mr. Kuska that it is the sense 



of this meeting that Senator Kendrick's 
bill, S. 2829, and the companion bills in 
the House, introduced by Hon. William 
Williamson and Hon. Charles Winter, 
providing for aided and directed settle- 
ment on Federal irrigation projects should 
be enacted into law at this session of 
Congress. This was unanimously carried. 
Options on farms for sale in favor of 
the Government on the Belle Fourche 
and Lower Yellowstone projects expire on 
December 31, 1928, and on the Orland 
project on June 30, 1929. It was agreed 
on motion made and carried that land 
settlement work should be continued on 
these projects and the options be renewed 
for a period of two years after their date 
of expiration. 

On the projects above mentioned more 
industries and cooperative marketing 
should be encouraged. It was agreed 
that this could best be stimulated by 
placing on such projects project service 
men, who would assist in settlement and 
farm development and in the formation of 
cooperative marketing associations, and 
further that the cooperation of the United 
States Department of Agriculture, State 
agricultural colleges, State agricultural 
departments, and all other agencies be 
secured in bringing about these desirable 
results. 

It was the sense of the meeting that in 
order to secure more and better livestock 
on projects steps should be taken locally 
to secure the benefits of the Federal inter- 
mediate credit act. 

The^following action was taken regard- 
ing the disposition of temporarily and 
permanently unproductive public lands 
on reclamation projects: 

It was duly moved and seconded that 
thelbill H. R. 9958, introduced in the 
House by Hon. Scott Leavitt, to authorize 
the disposal of public lands classified as 
temporarily or permanently unproductive 
on Federal irrigation projects, be indorsed 
and its passage is urged. This bill pro- 
vides for the sale of class 5 and class 6 
lands in public ownership to resident 
entrymen and resident landowners on 
Federal irrigation projects at prices fixed 
by independent appraisal and in areas 
not to exceed 160 acres. This would put 
these lands in the hands of actual settlers 
for grazing or other purposes and in this 
way may become reclaimed and credit 
eventually accrue to the project and the 
United States Government. 

On a number of Federal projects there 
is a large acreage of lands for which general 
homestead proof has been made for resi- 
dence, cultivation, and improvements. 
This land is salable and used as security 
for loans on a par with neighboring 
patented lands. However, such lands 
are not subject to assessment for general 
taxes for school, county, and State pur- 



poses, for the lack of what is called recla- 
mation proof, this proof simply being a 
report of the irrigation which has been 
done. Such lands, being freed from 
general taxes, throw a heavy burden upon 
the adjoining patented lands. For years 
there has been a request from projects 
that irrigated homesteads be taxed the 
same as nonirrigable lands just as soon as 
general homestead proof has been made 
for residence, cultivation, and improve- 
ments. Such is the purpose of House 
bill 475, introduced by Congressman 
Winter from Wyoming. These lands 
heretofore have fully shared in the benefits 
of community development but have 
escaped general taxes. A motion was 
duly made and seconded that the bill be 
indorsed and its passage urged. 

REPORT OF GROUP NO. 2 

The report of Group No. 2 was sub- 
mitted by Mr. J. M. Hughes, land com- 
missioner of the Northern Pacific Railway 
Co., as follows: 

The discussion of Group 2 was limited 
to the problems presented on the six new 
projects under construction, namely, 
Kittitas, Owyhee, Vale, Payette, Mini- 
doka Extension, and Greenfields. These 
six projects represent an ultimate invest- 
ment by the Government of $50,600,000, 
a total area of 437,000 acres, and an area 
of 300,000 acres requiring some 3,700 set- 
tlers. To put these projects on a paying 
basis there must also be expended 
$27,650,000 as a minimum for such items 
as advertising and placing settlers on the 
land, clearing and preparing the land for 
irrigation, erecting houses, fences, and 
necessary farm buildings, cultivation and 
living expenses the first year, and the pur- 
chase by settlers of land privately owned. 

The difficulty of obtaining qualified 
settlers is well known. The records of 
the Bureau of Reclamation show that 45 
per cent of the prospective settlers fur- 
nishing information about their available 
capital have less than $2,500. Only 7 
per cent have $5,000 or over. It would 
seem the part of wisdom, therefore, to 
adopt a conservative construction pro- 
gram on these newer projects, so far as 
practicable in the interests of economy 
and efficiency of construction. 

Analysis of the situation on the Kittitas 
and Vale projects, however, leads to the 
conclusion that construction should pro- 
ceed to the completion of the projects 
without intermission. The reasons for 
this view are as follows: 

(a) The situation on the Kittitas 
project is such that the lands requiring 
settlement lie at the extreme end of the 
project and can not, of course, be settled 
until all construction work is done. 
Lands farther up are partially irrigated 



36 



NEW RECLAMATION ERA 



March, 1928 



from hillside streams and are largely 
settled. There would therefore be no 
settlement problem in the upper sections 
of the project which would not be taken 
care of readily by local requirement. 

(6) The Vale project comprises alto- 
gether only about 25,000 acres of irrigable 
land. The construction of the works will 
require sufficient time to permit the set- 
tlement of the smaller districts near the 
upper end, so that the completion of the 
project need not be in any way delayed. 
The main settlement problem on this 
project will begin after the major portion 
of the works is completed. 

With reference to the Owyhee project, 
which comprises about 41,000 acres of 
lands under pumping plants and has 
altogether about 80,000 acres of unoc- 
cupied lands requiring settlement when 
the project works are completed, inas- 
much as the plants under the Gem district 
are now being furnished with cheap power 
from the Black Canyon power plant which 
in our opinion permits irrigation at very 
little, if any, more expense than will be 
necessary when water is furnished from 
the Owyhee project, it is believed that 
this unit should not be developed until 
other sections of the project are fully 
settled. It is further believed that the 
lands now under pumping plants on the 
lower end of the project, comprising 
approximately 8,000 acres, will suffer no 
hardship on account of delay, if furnished 
Government power at reasonable rates 
for carrying on their operations as at 
present. It is therefore recommended 
that the canal systems designed for the 
Gem irrigation district and for the coun- 
try north of the Malheur River should not 
be constructed until satisfactory settle- 
ment has been effected on the areas known 
as the Nyssa Bench and the Kingman 
Colony district. This recommendation 
is based on the assumption that power can 
be furnished at reasonable rates either 
from Black Canyon power plant or from 
a power plant to be constructed at the 
Owyhee Dam to all pumping plants now 
in operation under the project. Such a 
plan would permit the settlement and 
development of two of the principal areas 
of the project before extending the con- 
struction works to cover areas for which 
it will be harder to secure settlers. It 
would also obviate the necessity of keep- 
ing up a long and expensive canal system 
before settlement had developed to the 
point where operation and maintenance 
costs could be met by the settlers. 

As a matter of policy it is believed that 
reclamation projects should be developed 
in economical units which should be 
settled and developed before construction 
proceeds to the completion of the project. 



It is believed that the present regula- 
tions should be continued without modi- 
fication, providing for the selection of 
settlers on the basis of approved quali- 
fications of industry, experience, character, 
and capital. It has been suggested that 
the requirement of $2,000 in cash or its 
equivalent in livestock, farming imple- 
ments, or other assets . of equal value, 
shuts out many potentially worthy 
settlers. In view of the fact, however, 
that the development of an irrigated farm 
necessitates the expenditure of $5,000 to 
$7,000, of which about $4,000 should be 
expended in the first year if the best results 
are to be obtained, we believe that $2,000 
is the minimum that should be required 
under present conditions. On the other 
hand, to increase this requirement would 
undoubtedly result in the operation of 
the law of diminishing returns, and fewer 
settlers than at present would be available. 

We are in favor of the employment of 
a project adviser, employed by and under 
the jurisdiction of the Bureau of Reclama- 
tion, on each new project, as soon as 
a sufficient number of settlers have taken 
up new land to make his services eco- 
nomically profitable, and to continue as 
long as it may appear necessary. The 
cost of this work should, wherever 
possible, be included by contract in the 
construction cost, to be repaid as a part 
of construction. Steps should be taken 
to make this service a part of the present 
contracts, or included in supplemental 
contracts, with the irrigation districts. 
There can be no question of the value 
of such advisers if their whole time is 
devoted to the settler in his farming and 
building operations, in helping him in 
planning crop programs, in forming 
cooperative organizations for buying and 
selling, and in general in helping to build 
up the agricultural, economic, and social 
life of the community. 

The problem of land in excess and 
nonresident ownership is common to 
practically all of these projects. The 
owners of much of this land have definitely 
stated, in reply to questionnaires, that 
they have no intention of developing it 
themselves. In those cases where the 
present owners are willing to dispose of 
such land at the appraised price, it is 
believed that authority should be granted 
by Congress for the purchase of such 
land by the Government for disposal in 
promoting the development and settle- 
ment of the project. 

The acquisition and disposal of such 
land by the Government would aid in the 
coordination of construction, settlement, 
and development work to a much greater 
degree than is possible at present. Farm 
units could be laid out in conformity with 
topography, with a material saving in 



both construction and operation and 
maintenance costs, in the location of 
laterals, and in the reduction in the 
number of drops, turnouts, and canal 
riders. 

It is believed that the preparation of 
the land before settlement, including 
clearing, leveling, the development of 
stock and domestic water supply, the 
erection of dwellings and other farm 
buildings, and other permanent improve- 
ments, should be recognized in this 
country, as they are in many foreign 
countries, as integral parts of the con- 
struction of a project. Closely associated 
with these factors is the creation of some 
source of credit for the settler in the 
early years of development. At present 
this is not available from any practical 
source. The Federal land bank loans 
only on patented, improved land. Local 
banks loan only for inadequate periods 
at high interest rates. Neither affords 
a practical source of credit for the settler 
of small means the man by whom these 
projects must be settled under present 
economic conditions. The bills (S. 2829, 
H. R. 9956, and H. R. 10491) to provide 
for aided and directed settlement on 
Federal reclamation projects adequately 
answer these needs, and we urge their 
enactment into law without delay. 

REPORT OF GROUP NO. 3 

No written report was submitted by 
this group. Mr. J. B. Lamson, agricul- 
tural development agent of the Chicago, 
Burlington & Quincy Railway Co., stated 
that the discussion of this group had been 
limited largely to consideration of the 
bills providing for aided and directed set- 
tlement and that their conclusions were 
incorporated in the resolutions to be sub- 
mitted to the conference. 

THE RESOLUTIONS 

Each group, at the conclusion of [its 
deliberations, drafted a number of resolu- 
tions for consideration by the conference. 
These resolutions were submitted to the 
resolutions committee comprising Mr. 
Buchholz, representing Group No. 1 ; Mr. 
Hughes, representing Group No. 2; and 
Mr. Lamson, representing Group No. 3. 
The resolutions were correlated by the 
resolutions committee and submitted [to 
the conference, as follows, by the chair- 
man of the committee, Mr. Hughes: 

Whereas the new projects now under 
construction by the Bureau of Reclama- 
tion, namely, Kittitas, Owyhee, Vale, 
Payette, Minidoka Gravity, and ,Green- 
fields, involve an ultimate investment by 
the Government of $50,600,000, an area 
requiring settlement of 300,000 acres, and 
the need for 3,700 settlers; and 



March, 1928 



NEW RECLAMATION EHA 



37 



Whereas in order to make these farms 
going concerns there is involved an addi- 
tional minimum expenditure of $27,650,000 
for advertising and placing settlers on the 
land; clearing and preparing the land for 
irrigation; erecting houses, fences, and 
other necessary farm buildings; farm 
equipment; cultivation and living ex- 
penses for the first year; and the purchase 
by settlers of land in private ownership; 
and 

Whereas the solvency of these new 
projects depends on their prompt settle- 
ment and development; and 

Whereas the Riverton, Belle Fourche, 
Lower Yellowstone, and Milk River proj- 
ects and the Willwood -Division of the 
Shoshone project involve an investment 
by the Government of approximately 
$19,000,000, which provide irrigation 
facilities for 238,070 acres, of which only 
78,640 acres were irrigated in 1926; and 

Whereas to properly cultivate the land 
on these projects require about 1,400 set- 
tlers upon which depend the return of 
the Government's investment, and where- 
as settlement work has been carried on on 
these projects by the Bureau of Reclama- 
tion, railroads and other agencies; and 

Whereas settlers have been secured for 
farms upon which there are satisfactory 
farm buildings but the undeveloped farms 
remain untaken; and 

Whereas no source of private funds are 
available to provide such improvements 
on public land or unoccupied privately 
owned land : Therefore be it 

Resolved, That it is the sense of this 
conference that the reclamation act 
should be amended to provide for the use 
of the reclamation fund in effecting such 
improvements on privately owned land 
for sale under proper safeguards and on 
the public land, and that the repayment 
for such advances for improvements be 
made over a long term of years at a low 
rate of interest; 

That indorsement is given to the pro- 
visions of bills S. 2829, H. R. 9956, and 
H. R. 10491 providing for aided and 
directed settlement, the enactment of 
which and the appropriation of the funds 
requested therein would enable the Bureau 
of Reclamation to demonstrate on a small 
scale the efficacy in this country of legis- 
lation which for many years has been 
part of the reclamation and settlement 
laws of numerous foreign nations having 
similar problems, it being the belief that 
such aid in settlement will increase the 
number of farm owners on projects and 
lessen the evil of tenancy; 

That the policy is approved of selecting 
settlers on the basis of approved qualifi- 
cations of industry, experience, character, 
and capital, and that no change should 
be made in the present capital requirement 
of $2,000; 



That project service men should be 
employed on all new projects to help the 
settlers in planning agricultural operations 
and buildings, forming cooperative or- 
ganizations and marketing their products; 
such services to continue only so long as 
they may appear necessary, the cost of 
such service to be repayable as a part of 
the construction cost under supplemental 
contracts with the irrigation districts; 

That the settlement activities of all 
available agencies including the Federal 
Government, States, railroads, chambers 
of commerce, and other interested organ- 
izations, be coordinated with a view to 
attracting more and better* qualified 
settlers; 

That so far as practicable the land on 
the new projects should be subdivided into 
farm units on the basis of topography. 

That construction work on the Kittitas, 
Vale, and Owyhee projects should be 
pushed to completion, following a con- 
struction program based on economy and 
efficiency; but that a, unit construction 
program is consistent with economy and 
efficiency of construction and of settlement 
and development; 

That in the case of private land in ex- 
cess and nonresident ownership within the 
limits of a project, which will not be de- 
veloped or cultivated by the owners them- 
selves, and which can be acquired with 
the consent of the owners at the appraised 
value, authority should be granted by 
Congress for its purchase, subdivision and 
disposal by the Government in promoting 
the development and settlement of the 
project. 

Whereas on several Federal irrigation 
projects there is a considerable body of 
land for which final proof has been made 
for residence, cultivation, and improve- 
ments but for which reclamation proof has 
not yet been made; and 

Whereas such lands enjoy all of the 
benefits of community development and 
all of the protection and privileges of the 
State and local governments; and 

Whereas such lands can be readily sold 
and used as security for loans; and 

Whereas such lands can not be taxed for 
the support of schools or any other State 
and county purpose; and 

Whereas such policy of not assessing the 
lands throws a heavy and unjust burden 
upon the neighboring lands which have 
come to patent; Therefore be it 

Resolved, That we approve the principle 
of assessing irrigation homesteads the 
same as nonirrigation homesteads imme- 
diately after final proof has been made 
thereon for residence, cultivation, and 
improvements, even though the reclama- 
tion proof has not been offered. Be it 
further 



Resolved, That we approve House bill 
475, introduced by Congressman Winter, 
which covers this policy, and we petition 
for the enactment of this measure pending 
in Congress. 

Whereas on a number of existing proj- 
ects a considerable area of land has been 
classified as permanently unproductive 
and temporarily unproductive (class 6 
and class 5); and 

Whereas a large area of this land has 
been returned to the Government and is 
at present idle; and 

Whereas the homestead and reclama- 
tion laws do not provide for effectively 
disposing of said lands; and 

Whereas said lands are required by resi- 
dent entrymen and resident owners for 
pasture purposes and for reclamation by 
drainage or irrigation; 

Resolved, That this conference indorses 
and urges the passage of H. R. 9958, 
which provides for sale of said class 5 and 
class 6 lands by the Secretary of the Inte- 
rior to resident entrymen and resident 
owners on the several projects. 

Whereas the object of the Purnell Act 
is to make economic surveys in the vari- 
ous States, we suggest that the United 
States Department of Agriculture, col- 
leges of agriculture, or other agencies 
having the administration and direction 
of the work and fund, cooperate with the 
Bureau of Reclamation in making eco- 
nomic surveys of each of the reclamation 
projects now in the process of develop- 
ment or about to be opened for settle- 
ment, the object being to get information 
to the settler or the intending settler 
which will show him the crops or products 
that can economically be produced in the 
particular project. These economic sur- 
veys can be of great help to the respective 
communities in forming a basis upon 
which credit organizations can be foun- 
ded and proper organization for coopera- 
tive marketing and production on a com- 
modity basis, and also be a basis from 
which successful industries can be estab- 
lished upon the various projects or their 
immediate vicinity. 

Whereas many naturalized American 
citizens have become citizens of Canada, 
some of them for the purpose of acquiring 
land and some to enter the World War 
prior to the participation of this country; 
and whereas many of such former Ameri- 
can citizens now desire to return to this 
country for the purpose of establishing 
homes on irrigation projects but find 
themselves barred except under the quota 
of the country of their birth; and whereas 
this constitutes a serious loss to the irri- 
gation projects of this country greatly in 
need of such worthy settlers. 

Resolved, That we urge upon Congress 
the importance of amending our immigra- 



38 



NEW RECLAMATION ERA 



March, 1928 



tion laws to permit the reentry of all 
former naturalized American citizens now 
residing in Canada or Mexico with the 
same freedom as it now extended to 
native-born citizens of those countries. 
Be it further 

Resolved, That a copy of this resolution 
be sent to the Senate and House Immi- 
gration Committees. Be it finally 

Resolved, That we are deeply apprecia- 
tive of the sympathetic and businesslike 
administration of Federal reclamation as 
found in the policies of Secretary Work, 
Commissioner Mead, and many acts of 
Congress. 

All resolutions were adopted unani- 
mously as submitted. Doctor Mead 
then introduced Col. John H. Carroll, who 
summed up the problems and aims of the 
conference and voiced his whole-hearted 
belief in the future of reclamation. Mo- 
tion pictures were then shown of settle- 
ment activities and settlement and 
development needs of the projects, fol- 
lowed by the adjournment of the con- 
ference. 

On February 16 a number of the dele- 
gates attended a hearing before the House 
Committee on Irrigation and Reclamation 
to advocate the adoption of legislation 
providing for aided and directed settle- 
ment on the Federal reclamation projects. 

THE DELEGATES 

The delegates attending the conference 
were as follows: 

Baker, Charles H., C. B. & Q. and N. P. Ry., 
Washington, D. C. 

Batch, Otto C., associate reclamation economist, 
Newell, S. Dak. 

Benson, E. F., agricultural development agent, N. P. 
Ry., Seattle, Wash. 

Brown, Hugh A., assistant director of reclamation 
economics, Bureau of Reclamation. 

Buchholz, W. D., secretary, Belle Fourche irrigation 
district, Newell, S. Dak. 

Byerly, H. W., general immigration agent, N. P. Ry., 
St. Paul, Minn. 

Cahill, T. Joe, executive manager, department of 
commerce and industry, Cheyenne, Wyo. 

Carey, C. C., engineer and farmer, Minneapolis, 
Minn. 

Carroll, J. H., C. B. A. Q. and N. P. Ry., Washing- 
ton, D. C. 

Childers, Chas. L., Rep. Arr. Dist. Association of 
California El Centre, Calif. 

Comstock, H. D., superintendent, Riverton project, 
Riverton, Wyo. 

Cowgill, Ralph P., Oregon Reclamation Congress, 
Medford, Oreg. 

Dale, William P., president, Uncompahgre Valley 
Water Users' Association, Delta, Colo. 

Deeds, J. F., Chief, Agricultural Division, United 
States Geological Survey, Washington, D C. 

Dent, Porter W., Assistant Commissioner, Bureau of 
Reclamation. 

Engle, Chas., Bureau of Indian Affairs, Washington, 
D. C. 

Fly, Col. B. F., Yuma, Ariz. 

Flynn, Robt., director of district No. 2, Falrview, 
Mont. 

Qoodner, Ivan E., consulting engineer, Los Angeles, 
Calif. 

Goodwin, F. M., Mills Building, Washington, 
D. C. 



Ouy, David J., United States Chamber of Com- 
merce, Washington, D. C. 

Hackney, E. C., president, irrigation board, Huntloy, 
Mont. 

Haw, J. W., director, department of agricultural 
development, N. P. Ry., St. Paul, Minn. 

Hayden, B. E., reclamation economist, Bureau of 
Reclamation, Denver, Colo. 

Hughes, ]. M., land commissioner, N. P. Ry., St. 
Paul, Minn. 

Hunter, H. F., C., M. & St. P. Ry., 816 Union Sta- 
tion, Chicago, 111. 

Ide, W. Q., manager, Oregon State Chamber of 
Commerce, Portland, Oreg. 

James, Delos L., 1815 H Street NW., Washington, 
D. C. 

Johnson, H. H., superintendent. Milk River project, 
Malta, Mont. 

Kelley, John E., Shelley, Idaho. 

Kelly, R. E., manager of development, Southern 
Pacific Ry. Co., 65 Market Street, San Francisco, 
Calif. 

Kendrick, John B., United States Senator, Wyo- 
ming. 

Kerr, n. C., Carlsbad, N. Mex. 

Kreutzer, Geo. C., director of reclamation economics, 
Bureau of Reclamation. 

Kuska, Val, colonization agent, C., B. A Q. R. R., 
Omaha, Nebr. 

Kyle, James W., farmer, Stanfleld, Oreg. 

Larason, J. B., agricultural development agent, 
C.,B. A Q. R. R., 547 West Jackson Boulevard, Chicago. 

Linfleld, Dr. F. B., dean and director, Montana 
State College of Agriculture. 

Leedy, E. C., general agricultural development 
agent, Great Northern Railway, St. Paul, Minn. 

Lyman, Richard R., civil engineer, Salt Lake City, 
Utah. 

McCluskey, H. S., member, Colorado River Com- 
mission of Arizona, State Capitol, Phoenix, Ariz 

Maddock, Thomas, engineer, 306 East McDowell 
Street, Phoenix, Ariz. 

Mason, J. Rupert, San Francisco, Calif. 

Mead, Dr. Elwood, Commissioner, Bureau of Recla- 
mation, Washington, D. C. 

Merrill, M. C., editor, chief of publications, United 
States Department of Agriculture, Washington, D. C. 



Mlrtofl, Prof. J. A., Director, Russian Bureau of 
Agricultural Information, 26 Cortlandt St., New York, 
N. Y. 

Mitchell, L. H., superintendent, Shoshone project, 
Powell, Wyo. 

Morgan, Frank T., secretary, Owyhee Irrigation dis- 
trict, Nyssa, Oreg. 

Nielsen, H. A., president, Idaho Irrigation district, 
Shelley, Idaho. 

Ohsol, J. G., vice-president and treasurer, Amtorg 
Trading Corporation, 165 Broadway, New York, N. Y 

Oppegaard, O. M., president, Lower Yellowstone 
Irrigation district No. 1, Savage, Mont. 

Plummer, G. H., western land agent, Northern 
Pacific Ry., Seattle, Wash. 

Pound, Earl C., president, Imperial Irrigation dis- 
trict, Brawley, Calif. 

Preston, Porter J., superintendent, Yakima project, 
Yakima, Wash. 

Putnam, W. R., Idaho Power Co., Boise, Idaho. 

Rodey, P. C., attorney, Albuquerque, N. Mex. 

Rose, Mark, director, Imperial irrigation district. 
El Centra, Calif. 

Russell, W. F., colonization agent, Lethbridge 
northern irrigation district, Lethbridge, Alberta, 
Canada. 

Sands, W. B., Chinook, Mont. 

SanforC, Geo. 0., superintendent, Sun River project, 
Fairfleld, Mont. 

Schnurr, Miss Mae A., secretary to Commissioner, 
Bureau of Reclamation, Washington, D. C. 

Seagraves, C. L., general colonization agent, Santa 
Fe R. R., 900 Railway Exchange, Chicago, HI. 

Shepherd, R. E., general manager. North Side Canal 
Co., Jerome, Idaho. 

Smith, Addison T., United States Representative, 
Idaho, Washington, D. C. 

Smith, R. A., supervisor of agriculture, Union Pacific 
system, Omaha, Nebr. 

West, Gordon R., reclamation engineer, Missouri 
Pacific Lines, St. Louis, Mo. 

Westervelt, E. M., land and industrial commissioner, 
C. B. & Q. R. R. Co., Lincoln, Nebr. 

Whiting, John A., State engineer, Cheyenne, Wyo. 

Work, Dr. Hubert, Secretary of the Interior, Wash- 
ington, D. C. 



Aided and Directed Settlement on the Projects 



SIMILAR bills (S. 2829, H. R. 9956, 
and H. R. 10491) have been intro- 
duced in the United States Senate and 
House of Representatives, respectively, 
by Senator John B. Kendrick and Rep- 
resentatives Charles E. Winter, of Wyo- 
ming, and William Williamson, of South 
Dakota, providing for aided and directed 
settlement on the Federal irrigation 
projects. The text of one of the bills 
follows: 

Be it enacted by the Senate and House 
of Representatives of the United States of 
America in Congress assembled, That when 
used in this act 

(a) The word "Secretary" means the 
Secretary of the Interior. 

(b) The words "reclamation law" 
mean the act of Congress of June 17, 1902 
(Thirty-second Statutes at Large, page 
388), and acts amendatory thereof or 
supplementary thereto. 

(c) The words "reclamation fund" 
mean the fund provided by the reclama- 
tion law. 

(d) The word "project" means an 
irrigation project authorized by the 
reclamation law. 



(e) The word "farm" means an area of 
privately owned irrigable land of more 
than ten acres and not exceeding one 
hundred and sixty acres. 

(f) The words "farm unit" mean an 
area of irrigable public land of more than 
ten acres and not exceeding one hundred 
and sixty acres designated by the Secre- 
tary as a farm unit. 

(g) The words "farm-worker's unit" 
mean an irrigable area of public land not 
exceeding ten acres designated by the 
Secretary as a farm-worker's unit to 
provide an area sufficient for dwelling and 
necessary outbuildings and for a garden 
on which the settler and his family may 
grow products necessary for their own 
food supply. 

(h) The word "landowner" means the 
holder of title to a farm on a project. 

(i) The word "settler" means a person 
having such farm experience, capital, 
health, industry, and other qualifications 
as may be prescribed by the Secretary, who 
has entered into a contract with the Secre- 
tary to secure title to a farm unit or a farm- 
worker's unit, and who shall actually 
reside on and cultivate the land. 

(j) The word "purchaser" means a 
person having such farm experience, 
capital, health, industry, and other quali- 



March, 1928 



NEW RECLAMATION EBA 



39 



fications as may be prescribed by the 
Secretary, who has entered into a contract 
with a landowner to purchase a farm, 
and who shall actually reside on and culti- 
vate the land. 

SEC. 2. In connection with the settle- 
ment and development of the privately 
owned land on any project, the Secretary 
is authorized in his discretion to advance 
not exceeding the sum of $3,000 on account 
of any one farm for effecting necessary 
permanent improvements. These im- 
provements may include preparation of 
land for irrigation, development of stock 
and domestic water supply, erection of 
dwelling and other farm buildings, and 
other improvements of a permanent 
character. These advances shall not 
exceed 80 per centum of the value of the 
improvements and shall be secured by a 
first mortgage or such other instrument 
creating a first lien as the Secretary may 
prescribe covering the land and improve- 
ments, except as otherwise provided in 
section 5 hereof: Provided, That prior to 
the making of such advances the owner of 
such land shall execute a trust agreement 
or other suitable document in form ap- 
proved by the Secretary providing for the 
sale of such land to an actual purchaser at 
prices and upon terms fixed by the Secre- 
tary. This provision regarding sale of 
land may be waived by the Secretary if 
the landowner agrees to and resides on and 
cultivates the land himself and possesses 
the necessary qualifications as herein 
specified for settlers and purchasers, and 
provided such area does not exceed one 
hundred and sixty acres of irrigable land. 

SEC. 3. The Secretary is authorized, in 
his discretion, to make advances for or to 
clear, level, and otherwise prepare for 
irrigation all or any portion of farm units 
or farm-worker's units and erect thereon 
dwellings and farm buildings, and to pro- 
vide stock and domestic water supply and 
other necessary permanent improvements 
in advance of or after settlement but not 
until the land has been purchased by an 
approved settler when, in his judgment, it 
is necessary or advisable to do so to secure 
the proper settlement and development 
of project lands. The cost thus incurred 
for such development as fixed by the 
Secretary or advances for development, or 
both, shall be charged against each farm 
unit or farm-worker's unit, as the case may 
be, and shall be fixed separate and apart 
from the cost of the water right. Each 
settler shall make to the United States an 
initial payment equal to 20 per centum of 
the cost of improvements effected before 
settlement. Advances shall not exceed 80 
per centum of the value of the improve- 
ments: Provided, That the total amount 
of money spent by the United States in 
effecting improvements as above specified, 
together with the amounts advanced to 
settlers, shall not exceed $3,000 on any one 
farm unit and $1,000 on any one farm- 
worker's unit. 

SEC. 4. All sums advanced to land- 
owners or to settlers, including the cost 
of effecting permanent improvements 
as herein specified, excepting the initial 
payment provided for in section 3 hereof, 
shall be refunded to the United States 
with interest at the rate of 4 per centum 
per annum in semiannual amortized 
installments in not to exceed twenty- 
eight years under terms and conditions 
to be fixed by the Secretary. The charges 
on account of development or advances, 



or both, shall become and remain a lien 
against said land until fully paid. 

SEC. 5. The construction charges and 
the charges for operation and maintenance 
against any land involved hereunder on 
account of the appurtenant water right 
shall be paid under proper contracts 
executed or to be executed therefor in 
accordance with the requirements of the 
reclamation law, and the lien on account 
of such water right shall be merged with 
or stand on a parity with the liens author- 
ized hereunder for development or 
advances, or both. 

SEC. 6. The Bureau of Reclamation, 
under the direction of the Secretary, shall 
determine the amount of all advances 
and the purpose for which they shall be 
used and shall exercise such supervision 
over their expenditure as will insure 
economy and efficiency. Each landowner 
or settler securing the benefits of this 
act shall at his own expense insure and 
keep insured against fire all buildings 
erected through the aid of Government 
advances, the insurance policies therefor 
to be made out in favor of the Secretary 
or such other official as may be prescribed. 
The Secretary shall by regulation or 
otherwise provide that all landowners 
and settlers and their successors or 
assigns (who shall be acceptable to the 
Secretary) shall until all sums advanced 
are fully paid cultivate the land in 
a manner to be approved by him and 
shall keep in good order and repair all 
buildings, fences, and other improvements 
situated thereon, reasonable wear and tear 
excepted. 

SEC. 7. In case of default on the part of 
any landowner to comply with any of the 



terms of mortgage or such other similar 
instrument as the Secretary may pre- 
scribe the Secretary shall have the right 
to proceed under the laws of the State 
within which the land is located to fore- 
close under the mortgage or other similar 
instrument. 

SEC. 8. In case of default on the part of 
the settler to comply with any of the terms 
of his contract or with any regulations 
promulgated by the Secretary under this 
act, continuing after one year's notice, 
the Secretary shall have the right at his 
discretion to cancel said contract and 
thereupon shall be released from all obli- 
gation in law or in equity to convey the 
property and the settler shall forfeit all 
rights thereto and all payments thereto- 
fore made shall be deemed to be rental 
paid for occupancy. The Secretary shall 
thereupon be entitled to the possession of 
said property. The failure of the Secre- 
tary to exercise any option to cancelfcon- 
tract for default shall not be deemed a 
waiver of the right to exercise the option 
to cancel said contract for any default 
thereafter on the settler's part. No for- 
feiture so occasioned by default on the 
part of the settler shall be deemed in any 
way or to any extent to impair any lien or 
security on improvements or other prop- 
erty which may be obtained as provided 
in this act. 

SEC. 9. For the purpose of giving effect 
to this act there is authorized to be appro- 
priated the sum of $500,000 from the 
reclamation fund. 

SEC. 10. The Secretary is authorized 
to perform any and all acts and to make 
all needful rules and regulations for effec- 
tuating the purposes of this act. 



How the East Profits from Western Reclamation 



AN article in a recent issue of the 
Yakima Morning Herald states that 
eastern firms took about $30,000,000 from 
the Yakima Valley, Wash., last year in 
return for goods and merchandise of all 
descriptions purchased by the residents 
of Yakima, Benton, and Kittitas Coun- 
ties, according to an estimate prepared 
by the Yakima Chamber of Commerce. 

The estimate was reached after con- 
siderable research and was based upon 
several reliable sources of information. 
While the chamber officials conceded that 
corrections may be in order on some of the 
items, they felt that the compilations 
were not far off the mark on most of them. 

AUTO VALUES HIGH 

No attempt was made to obtain the 
figures on the number of automobiles 
shipped from the East into Benton and 
Kittitas Counties, but records showed 
there were 1,929 motor cars, valued at 
$2,500,000, shipped into Yakima County 
last year. 

Tires and accessories shipped in were 
worth $2,000,000, and farm machinery, 



farm tractors, plows, and other agricul- 
tural implements produced by eastern 
manufacturers and sold in the three coun- 
ties were valued conservatively at 
$1,000,000. 

PITTSBURGH SHIPS HARDWARE 

Hardware, building, and plumbing sup- 
plies furnished the valley by the Middle 
West and East were appraised at 
$2,050,000, of which there were 250 cars 
of hardware from Pittsburgh and the 
Eastern States worth $1,500,000; 10 cars 
of hardwood from Arkansas and Michi- 
gan, $25,000; 4 cars of celotex, $10,000; 
$15,000 worth of metal lath from Pitts- 
burgh; and other materials for building 
and plumbing that cost $500,000. 

Breakfast foods, mixed groceries, and 
canned goods from the East were worth 
$4,000,000. Ready-to-wear clothing, 
shoes, and other articles of apparel 
shipped in were valued at $4,500,000, and 
cotton and woolen goods, which included 
mattresses, made in the East, were bought 
with $2,200,000 of valley money. 



40 



NEW BEOLAMATION BKA 



March, 1928 



FARMERS RECEIVE CORN 

Although western factories rapidly are 
taking away the furniture business from 
Middle West and eastern firms, the latter 
disposed of $1,700,000 worth of furniture 
and household supplies in the valley last 
year. 

Valley fanners may be interested 
particularly in the fact that Iowa, 
Nebraska, Kansas, and Illinois supplied 
the three counties with 100 carloads of 
corn worth $120,000. The chamber heads 
and others seeking to promote the growing 
of more corn in the valley hope the time 
is not far off when the shipments of the 
middle-west product will be replaced with 
corn raised on the home farms. 

RADIO SETS COSTLY 

One thousand radio sets valued at 
$100,000, five cars of pianos, four cars of 
phonographs, and other musical instru- 
ments worth another $100,000 were 
shipped here from New York, Pennsyl- 
vania, and New Jersey. Other articles 
and their estimated value were: Drugs 
and sundries, $750,000; about 825 car- 
loads of fruit packing house and orchard 
supplies, $825,000; 15 cars of eastern 
lubricating oils, $25,000; millinery, notions 
and crockery, $500,000; and miscellaneous 
items, $2,000,000. 

Insurance premiums paid to eastern 
companies totaled approximately $5,000,- 
000, but, the chamber pointed out, not 
all of that money was lost to the valley, 
as much of it was returned in the form of 
death and accident claim payments and 
fire loss payments. 

It is estimated that when the Yakima 
Valley is fully developed, with 600,000 
acres under irrigation instead of the 
350,000 acres now being cultivated, 
business with the East will amount to 
between $75,000,000 and $100,000,000 
annually. Similar statistics concerning 
the tremendous flow of trade to the East 
as a result of irrigation development 
might be compiled for all of the Federal 
irrigation projects. 



Economic Results on Tule 
La^e Lands, Klamath 
Project 

/~)N March 1, 1927, the Bureau of 
^ Reclamation opened to entry 145 
public land farm units comprising 8,051 
acres in the Tule Lake division of the 
Klamath project, Oregon-California. On 
December 20, 1927, 143 units, comprising 
7,938 acres, had been entered. 

The assets of the 143 entrymen at the 
time the land was entered were distributed 
as follows: 



Cash, bonds, or other securities. 

Livestock and equipment 

Other assets 



Total Average 



$206,750 
390, 170 
370, 362 



$1,446 
2,728 
2,590 



967,287 



6,764 



Improvements completed to December 
15, 1927, were as follows: 



Houses: 

Cost less than $500. _ 
Cost $500 but less 

than $1,000... 

Cost $1,000 but less 

than $1.500 

Cost $1,500 but less 

than $2,000... 

Cost $2,000 or over... 



Barns, garages, chicken 
houses, etc 



Num- 
ber 



Average 
cost 



Domestic water systems: 

Surface wells 

Deep or drilled wells. 



Fence (miles) 

Acres cleared and leveled 

Total cost of all 
improvements... 

Number of farm units 
with improvements 

Average value of im- 
provements per farm 
unit... 



1,737 



115 



$294 

581 

1,033 

1,533 
2,586 



163 



27 
242 



Total 
cost 



$14,680 

20,325 

9,300 

9,200 
18,100 



71,605 



11,103 



1,105 
5,576 



6,681 



197 ! 
15 



13, 561 
25, 579 



128,529 



1,118 



During 1927 the cultivated area 
amounted to 3,299 acres, of which 1,480 
acres were cropped, producing crops 
valued at $21,326. Of the balance, 1,261 
acres were in young alfalfa and 558 acres 
in summer fallow to kill sod. 

Nearly 75 per cent of the entrymen 
came from Oregon, the previous location 
of 106 entrymen being given as from that 
State. California furnished 25; Wash- 
ington, Missouri, and Louisiana 2 each; 
and Arizona, Idaho, and Illinois 1 each. 
The previous location of 3 entrymen was 
not stated. 



Dairying Results on the 
North Platte Project, 
Nebraska- Wyoming 

rpHE report of the North Platte Valley 
-I Dairy Development Association for 
the six-month period July 1 to December 
31, 1927, shows that loans totaling $44,575 
have been made to farmers on the project 
by the association. 

Nineteen carloads of choice dairy cows 
have been placed on 88 farms. Of the 19 
cars, 3 were purebreds and the balance 
high-bred stock, principally Holsteins. 
The 538 head contained in the shipments 
were placed on the farms at an average 
cost to the buyers of $110.76 per head. 



One hundred additional head of choice 
stock have been shipped in recently from 
Wisconsin, and the association is planning 
to ship in 1,000 head of high-bred stock 
during 1928 for distribution throughout 
the valley. The North Platte Valley 
Dairy Development Association is stated 
to be the second highest buyer of stock 
in the dairying section of Wisconsin. 

The association is doing extensive work 
in stimulating the dairy industry through- 
out the valley and in providing a steady 
year-round source of income for the farm- 
ers of the district, according to a recent 
issue of the Scottsbluff Star-Herald. 

From the same source comes the state- 
ment that the North Platte Valley Cow 
Testing Association produced more butter- 
fat per cow than any other testing asso- 
ciation in the State, due to the fact that 
this territory has better dairy feeds and a 
better class of dairy cows, practically all 
of which were brought in originally from 
Wisconsin. 

An enviable record was made by Mr. 
Moore, his 27 cows producing an average 
of 453 pounds of butterfat. His 6 high 
cows produced an average of 537 pounds 
of butterfat. Eight members of the asso- 
ciation had an average of more than 300 
pounds of fat. 

The winning of first place is a very im- 
portant agricultural achievement of which 
the members and the entire community 
are proud. 



Uncompahgre Project 

Lamb- Feeding Test 

The lamb-feeding test which is being 
carried on by the extension service of the 
Colorado Agricultural College on the 
L. W. Sweitzer ranch on Garnet Mesa, 
Uncompahgre project, is progressing satis- 
factorily. 

It was planned originally that a 110- 
day period would be required to have the 
lambs in condition for marketing, but 
after the completion of a 60-day period on 
January 10 it was believed that the full 
time would not be required because of 
the good gains already made. 

The lambs are divided into 10 lots; one 
lot being fed corn and hay; another barley 
and hay; another hauled beet tops and 
hay; another pastured tops and hay; 
another pastured tops and hay with corn 
to finish; another hauled tops, corn, and 
hay; another pastured tops, corn, and 
hay; another pastured mangles, pastured 
corn, and hay; another wet pulp, corn, and 
hay; and another wet beet pulp, molasses, 
corn, and hay. The average weights of 
the various lots per lamb on January 10 
ranged from 73.8 pounds to 82.2 pounds. 



March, 1928 



NEW BECLAMATION ERA 



41 



Construction Collections 

Show Great Improvement 



THAT the financial adjustments pro- 
vided for by the acts of December 5, 
1924, and May 25, 1926, generally known 
as the "fact finders' act" and the "omni- 
bus adjustment act," respectively, have 
greatly accelerated the rate at which the 
reclamation fund is revolving is shown by 
the accompanying graphic comparison of 
collections of construction water-right 
charges during the calendar years 1925, 
1926, and 1927. The collections during 
1927 exceeded the collections during 1926 
by more than $1,000,000 and exceeded 
the collections during 1925 by approxi- 
mately $700,000. The reduced annual 
construction charge installments are being 
met promptly by the water users. 



During the first decade of operations 
under the reclamation act of June 17, 
1902, the funds necessary to finance this 
work were obtained mainly from the pro- 
ceeds of the sales of public lands in the 
Western States. During the period of 
1914 to 1918 these receipts were aug- 
mented by a loan of $20,000,000 from the 
general treasury. In 1921 additional 
funds were made available from royalties 
and rentals from oil and potassium leases 
of public lands. However, during the 
past few years accretions to the fund 
from these sources have diminished ma- 
terially. The following table is a state- 
ment of the amount that has been avail- 
able for reclamation during the period 
1902 to 1927, inclusive: 



Accretions to fund: 

Receipts from sale of public lands and 

town lots $109,281,700 

Receipts from oil-leasing royalties and 

rentals 32,105,100 

Receipts from potassium royalties and 

rentals - 36,900 

Receipts from Federal power licenses. 31, 600 

Total accretions. 141,455,200 

Repayment to fund, collections for con- 
struction, operation and mainntenance, 
and incidental operations 74,709,600 

216, 164, 800 
Loan from general treasury (less amount 

repaid) 12,750,000 

Special appropriations- 5,169,500 

Total available...'. 234,084,300 

The reclamation construction program 
now in progress will require $56,000,000. 
As the accretions to the fund from the 
sale of public lands and from oil royalties 
and rentals are diminishing year by year, 
the progress of the present construction 
program and the continuation of the pres- 
ent national policy of reclamation depend 
largely upon the prompt repayment by 
project water users of the annual con- 
struction charge installments. 



Graphic Con 
$3,000,000 

2,500,000 
2,000.000 
/, 500,000 
/, 000,000 
500,000 

Z3Z39 


i pan son of Construction CoJ lections by Calender Year 
























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Jan. 


Feb. 


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May 


June 


July 


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Sept. 


Oct. 


Nov. 


Dec. 



42 



NEW RECLAMATION EBA 



March, 




Reclamation Project Women and Their Interests 

By Mae A. Schnurr, Secretary to the Commissioner and Associate Editor, New Reclamation Era 





"I71ARM journals, magazines, and papers 
* catering to subscribers on farms are 
continually seeking to help solve the 
problems of the farm and the home on 
the farm. By mixing with farm folks 
you find out how resourceful they are. 
Experience teaches both the farmer and 
his wife many short cuts and improve- 




Fio. 2 



Necessity is the Mother of Invention 

ments. If prosperity favors them im- 
provements take the form of standardized 
equipment, the first cost of which is often 
high, but which pay for themselves while 
being used in the saving of energy, often 
effecting larger output and increase in 
quality. 

But there are "lean" years when the 
farmer is getting established or, after get- 
ting his start he has reverses that set him 
back, and it is only by the strictest 
economy and thrift that the farmer and 
his family weather the storm, that re- 
sourcefulness is given a full opportunity 
to be demonstrated. Spurred on by the 
continued desire for the comforts and 
better things of this life, some very in- 
teresting and useful conveniences are 
contrived. 

Of course, the kitchen comes in for at- 
tention by the housewife because the 
major portion of her time is spent there. 
Efforts are usually directed to saving steps 
and the following is an example. 

Having a closet containing a hinged 
shelf which can be let down to do duty as 
a counter or table is a good arrangement. 
(Fig. 1.) Where there is not room for a 
kitchen cabinet the closet can be made to 
serve instead. With the shelf up as in 
Figure 2, the door can be shut and the 
contents of the closet protected from the 
dust and concealed effectively. 

The farmer's wife who planned this 
ingenious use of a closet entered her 
kitchen in a county better-kitchen con- 
test, under the terms of which each con- 
testant was to make the most improve- 
ment possible for the least outlay. 

The closet was fitted up with a hinged 
drop shelf which rested when down on an 
extension leg. The equipment and mate- 
rials for baking were grouped together in 
front of the shelf, and a high stool [was 
placed near by, ready for use. Groceries 
were kept on the shelves above, in cartons, 
glass jars, or other neat, tight, containers. 
Whatever could be hung up was placed 
on nails, on the door or the edges of the 
shelves. Cook books were kept in a rack 
on the door. 

Another homemade cabinet shown in 
Figure 3 has a shelf which, like that in 
Figure 1 and Figure 2, is really a biscuit 
board. Chains hold it in place, and the 
tilting bins for flour and meal are also 




Fio. 3 

held by chains. The bins go back and 
the shelf drops down, Figure 4, when not 
in use, covering the pot closet below. 
The same idea could be followed inside a 
closet. Precautions should be taken in 
any case to make the bins mouse and in- 
sect proof by fitting them with tight 
covers. 




Fio. 4 



March, 1928 



NEW RECLAMATION EKA 



Cleaning Flat Silver 

Flat silver with plain handles is the 
easiest to keep clean. If you have some 
that is hard to clean by rubbing try the 
electrolytic method for removing tarnish. 
Various commercial devices for this can 
be bought for use at home, or it can be 
done in the following way: 

Fill an enameled or agateware kettle 
partly full of water in which has been dis- 
solved 1 teaspoonful of either washing 
soda or baking soda and 1 teaspoonful 
salt to each quart of water. Heat this 
solution to the boiling point, put in strips 
of aluminum or bright zinc, add the 
tarnished silver, and boil it. The silver 
must be covered completely by the water 
and each piece must be in contact with 
the aluminum or zinc, either directly or 
through other silver. 

When the tarnish has disappeared, the 
silver should be removed from the kettle, 
washed, and dried with a clean, soft cloth. 

This method is not recommended for 
silver with a dull or satin finish. 



Belle Fourche Woman 

Prize Winner 

Last spring or early summer the Great 
Western Sugar Co., of Denver, Colo., put 
on a contest, the following States to 
participate, North Dakota, South Dakota, 
Nebraska, Kansas, Missouri, Oklahoma, 
Iowa, and Minnesota. 

The contest called for three samples of 
one-half-pint glasses, one each of cherry 
and currant jell and one of strawberry 
preserves. The samples were to be 
accompanied by an essay of 300 words 
describing the method of making them. 

The contest was open to clubs and 
societies. No individual could be entered, 
but the samples and the essay were to 
be one woman's work who belonged to 
the club or society. She was to receive a 
free trip to Denver and be entertained for 
five days by the Great Western Sugar Co. 
The prize money went to the club or 
society to which this woman belonged. 

The first prize in each State was $100 
and on down to $20, $10, and $5, and the 
prize for the grand champion over the 
eight States was $500. The woman who 
won grand champion prize of $500 in this 
contest is Mrs. E. H. Dinsmore, of Kansas 
City. 

Mrs. O. J. Soma, who represented the 
Horse Creek Missionary Society, of 
Newell, S. Dak., located on the Belle 
Fourche irrigation project, won first 
prize for South Dakota. Most of the 
members of this society have been on the 
project from its beginning and have 
weathered its storms. 




Dr. Elwood Mead, Commissioner of Reclamation, photographed at his desk in the Interior Building on his 

seventieth birthday 



For the past two years this society has 
won first prize on special No. 1 at the 
Butte County Fair. Mrs. O. J. Soma is 
its president and earned the trip to Den- 
ver. She says of the trip: 

"We arrived on Monday and gathered 
at the Brown Palace Hotel where we were 
interviewed by reporters and picture men. 
There were also three representatives 
from the sugar company who were with 
us all the time. We had three big cars at 
our disposal and were taken over Denver 
and shown all points of interest, including 
the beautiful parks and gardens and were 
taken to theater parties and luncheons. 
The last two days we spent on a trip of 
about 260 miles through the Great Rocky 
Mountain National Park (which is a 
wonder) by the way of Estes Park and 
Grand Lake. To make a long story short, 
I had a wonderful trip and was royally 
treated in every wav." 



Woman 's Importance 

on the Farm 

"There is more than the man that we 
place on the land. The man is the brawn 
and sinew to work the land, but his wife is 
the backbone of the situation. Now, a 
happy, contented wife is your biggest ad- 
vertisement, and she will radiate more 
happiness and sunshine in your district 
than any other thing you can put into it, 
but a discontented woman can do the 
reverse." 



This is a quotation from the address 
made by Mr. W. H. Russell, colonization 
agent of the Lethbridge northern irriga- 
tion district, Alberta, Canada, before the 
conference on Federal reclamation which 
was held in the auditorium of the Interior 
Building February 14 and 15. It is a 
reiteration of what has been said by people 
in similar positions in the United States. 
It is good to hear it repeated and I feel 
sure if representatives from the different 
farming districts in different countries 
could be brought together in one meeting 
and asked if the woman plays an impor- 
tant part on the farm, the answer would 
be unanimously in the affirmative. 



Owyhee Wool Clip 

Brings Good Price 

Frank T. Morgan, secretary of the 
Owyhee irrigation district, Owyhee proj- 
ect, Oregon-Idaho, writes that for a num- 
ber of years the Malheur County Bank, 
of Nyssa, Oreg., has pooled its customers' 
wool and sold it for them. Two or three 
cents a pound above the market price 
has always been obtained. This season's 
clip was contracted for recently at 35 
cents a pound to J. Koshland & Co., of 
Boston, Mass. The clip is estimated at 
750,000 pounds, which will bring the grow- 
ers $262,500. Nearly all of the sheep 
were wintered in the vicinity of Nyssa. 



44 



NEW RECLAMATION ERA 



March, 1928 



Standard High-Pressure Gates 



By P. A. Kinzie, Engineer, Denver Office, Bureau of Reclamation 



THE enormous forces which must be 
controlled :uul held within bounds 
when liberating irrigation water at heads 
of 75 feet or more are not generally 
realized even by many who utilize the 
appliances which accomplish that result. 

At Tieton Dam on the Yakima project, 
Washington,, two high-pressure gates 5 
feet wide by 6 feet high are installed 
beneath the dam, where they work under 
a maximum pressure of 200 feet of water. 
When operating under this head, a 
volume of water passes through their 
portals each second sufficient to fill a 
box more than one-half mile in length 
by 1 foot wide and 1 foot deep. 

Were this water compelled to flow 
through a box of this size, its velocity of 
passage would be such that the distance 
traveled in one second of time would be 
approximately that of a bullet fired from 
a high-power sporting rifle. 

This water carries an enormous amount 
of energy, which, if converted into a 
useful and visible form, would be equal 
to 15,600 two-horse teams, and were 
these teams hitched one behind the next 
in tandem formation, there would be a 
double line of horses extending down the 
road more than 30 miles! 

From this it is evident that the tasks 
required of such gates as these are no 
light ones, and that their rugged construc- 
tion shown in the illustration is not 
inappropriate. 

USUAL PLAN OF GATES 

From the illustration it will be seen 
that a standard high-pressure gate nor- 
mally consists of two rectangular castings 
forming the water passage for a distance 
upstream and downstream from the leaf 
approximately the same as the horizontal 
width of the passage, the two mating 
joint faces of these castings being recessed 
on their vertical sides to carry the bronze 
seats upon which the seat strips mounted 
upon the downstream face of the leaf 
bear and slide as the leaf is moved up 
and down, the leaf with its stem extend- 
ing vertically through the envelope or 
bonnet, the two flanged castings forming 
the envelope extending upwards from 
the gate frames, and carrying the cover, 
which in turn extends vertically upwards 
and carries the hydraulic cylinder. 

This general arrangement of the main 
parts insures easy assembly and main- 
tenance, and provides a completely self- 
contained structure capable of with- 
standing the reactions produced by the 
hydraulic cylinder, which in the larger 



si/.cs amount to several hundred thou- 
sand pounds. 

In the earlier installations these heavy 
reactions were transmitted to the tunnel 
roof above by strut members attached to 
the cylinder heads, and into the founda- 
tions by heavy embedded anchorage 
members, but in many places where it 
was desired to use these gates this method 
was found impracticable, and the present 
arrangement was adopted. 

A gradual process of evolution com- 
mencing with the first installations has 
occurred in the design, construction, in- 
stallation, and operation of these gates; 
and as experience and use have developed 
desirable improvements or revealed in- 
herent weaknesses, these improvements 
have been included and the weak or un- 
desirable features removed from those 
which came after. The amount of mate- 
rial required for their fabrication has been 
diminished somewhat, and the distribu- 
tion of forces within them has been 
bettered by rearranging the shape and 
position of the parts in such manner as 
to more advantageously resist and dis- 
seminate the stresses into those parts of 
the structure which formerly were giving 
smaller portions of their inherent strength 
to this purpose. The task of the manu- 
facturer in producing them in the foundry 
and the shop has been lightened step by 
step by changes and additions which, 
although not radical or revolutionary in 
their character, or of great moment singly, 
have in their cumulative effect enabled the 
Government to purchase, transport, and 
make final installation in a shorter time 
and at a lesser cost than otherwise would 
have been possible. 

Experience derived from any diversified 
installations over a considerable period of 
time clearly shows that these gates can not 
safely be used for the regulation of flow 
through protracted periods of time when 
the head on the gates is greater than 75 
feet. Expressing this in another way, 
these gates can be built to successfully 
close and open against the highest heads 
yet encountered by the Bureau of Recla- 
mation, but they will not function satis- 
factorily for any considerable length of 
time when operated at partial opening as is 
frequently required for regulation pur- 
poses, as in irrigation release, at heads 
greater than 75 feet. The reason for 
this is that when the leaf is in the partially 
open position, and water is passing be- 
neath it under the high velocities produced 
by heads greater than 75 feet, the vibra- 
tion of the leaf produced by the high 



velocity of the water becomes very acute, 
and this condition is accentuated by the 
vacuum produced when discharging into 
a conduit whose outer end is water sealed, 
and having no air inlet immediately below 
the gate leaf. 

When a condition of this sort arises 
one practicable solution is to attach a 
balanced needle valve below the gate, 
admit air downstream from the gate leaf, 
open the gate wide, and use the needle 
valve below it for regulating purposes. 

In the first installations the importance 
of avoiding all possible abrupt changes in 
the surfaces of the water passages, such 
as recesses, bolt heads, etc., and of the 
necessity of the admission of air below the 
gate leaf was as yet unknown, and these 
earlier installations had been in service 
only a comparatively short period when 
it was discovered that the metal down- 
stream from each bolt, recess, or other 
break in continuity of the water passage 
surfaces was being eaten away at an 
alarming rate. 

VIBRATION AND CAPITATION 

Of the first gates of this general nature 
put into operation under high heads were 
those at Roosevelt Darn, Salt River proj- 
ect, Arizona, in 1908, which were in- 
tended for service under a maximum head 
of 220 feet. These two sets of three 
gates each were 5 by 10 feet in size, and 
their hoist cylinders were located in wells 
extending from the top of the dam to a 
point 33 feet above the sluiceway floor. 
The gates were put into operation under 
heads much less than their designed capac- 
ity, and upon later inspection their 
condition and that of the tunnel below 
them revealed that serious damage had 
occurred. The concrete and metal linings 
had been loosened, damaged, or washed 
out, the bolts and fastenings of the gates 
themselves had become loosened and in 
some cases were missing, the bronze seats 
damaged by the blows of loosened parts, 
and the bronze roller trains used behind 
the gate leaves either broken or carried 
entirely away. The concrete in the floor, 
roof, and walls was badly eroded by the 
water jets, and there were holes torn in 
the tunnel floor from 4 to 6 feet deep. 
Repairs were made, but the continued 
release of water through these gates 
damaged them still further until finally 
they could no longer be safely used and 
they were abandoned, the tunnel was 
plugged with concrete, and two 38-inch 
needle valves, protected by bronze slide 
gates were installed. 



March, 1928 



NEW RECLAMATION ERA 



45 



At Pathfinder Dam, North Platte 
project, Wyoming, in 1909, four 44 by 
77 inch high-pressure gates were instal- 
led in the north tunnel, which is cut 
through solid granite. When the dis- 
charge from these gates was sufficient to 
nearly fill the tunnel below them, it was 
noticed that reverberating and hammering 
sounds issued from its outlet end, and 
that the intensity of these noises increased 
as the flow from the gates increased. 
These hammering, pounding reverbera- 
tions fluctuated, resembling an approach- 
ing thunderstorm, varying from low and 
indistinct rumblings during the incipient 
stages to sharp peals and explosions 
during the periods of maximum discharge, 
and attaining such violence as to cause 
the dam and canyon walls to tremble. 
A draftsman's triangle hanging on a nail 
on the wall of the operator's house some 
distance back from the canyon was ob- 
served to dance and quiver in time to 
the violent detonations. Upon the water 
being shut off and an inspection of the 
gates and the tunnel below being made, a 
condition somewhat similar to that found 
at the gates of Roosevelt Dam was 
disclosed. 

The solid granite walls, floor, and roof 
of the tunnel had large masses torn out, 
portions of the concrete below the gates 
were destroyed or damaged, the three- 
fourths-inch steel plate linings were torn 
as if made of paper; anchor bolts were 
sheared off in some cases and the nuts 
stripped from the bolts in others. The 
gates themselves, having been operated 
wide open, had suffered little injury. 

The damage was repaired, an inclined 
air shaft cut through into the tunnel roof 
immediately below the gates, and when 
water was again turned through them, 
it was found that the airway had removed 
the damaging influences so markedly ! 
apparent formerly. 

From the experience derived from 
these first installations, it was found 
essential to have the walls of the water 
passages free of cavities and projections 
and to admit air in large quantities into 
the water passage immediately behind 
the gate leaf. When this was done, the 
later installations were found to be 
practically free of these destructive 
vibrations and the erosive effects, now 
known as "cavitation," even when 
working under greater heads and higher 
velocities than those encountered in the 
earlier installations. 

WIDE RANGE OF USE 

The diversity of uses to which gates 
of this type may be applied is of wide 
range. Storage reservoirs having heads 
on the outlet conduits of 70 feet or under 
utilize one or more of this type for outlet 



and control regulation purposes. An 
excellent example of this condition is 
found at the newly completed American 
Falls Dam on the Minidoka project, 
Idaho, where a battery of twenty 5 by 5 
feet high-pressure gates are used to release 
and regulate the irrigation and power 
water through the dam under a maximum 
head of 70 feet. These gates are em- 
bedded within the concrete of the dam, 
and their bonnet covers and hoist cylinders 
rise above the floor of the operating 
gallery. Two common header pipe lines 
on the gallery wall run the length of the 
gate battery, with a pipe connecting 
the top of each hoist cylinder to the top 
header, and another pipe connecting 
from the bottom of each hoist cylinder 
to the bottom header. A stop valve is 
provided in each of these pipes connecting 
the cylinders to the headers, and an 
electric push-button control station on the 



wall immediately behind each hoist cylin- 
der. Two triplex motor-driven pumps 
with automatic safety pressure release 
are placed midway of the length of the 
gallery, and by a simple arrangement of 
valves the operator can put pump pressure 
into either the top header for closing the 
gates or the lower header for opening 
them, the header line opposite that 
carrying pump pressure being used in 
either case as the return line. Having 
set the valves at the pumps for the 
closing or opening of the gates, as the 
case may be, the operator can then go 
along the battery of gates and by opening 
the stop valves at each hoist cylinder 
can put any or all of the gate battery 
into action as he wills, and by the push- 
button control station provided at each 
gate he can also start and stop the pumps. 
This type of gate is frequently used 
under high heads in the pipe line between 




High pressure gates for Gibson Dam, Sun Klver project, Mont., undergoing shop test* 



46 



NEW RECLAMATION ERA 



March, 1028 



the reservoir and a balanced needle valve 
as an emergency gate. It may, by means 
of a transition casting, be mounted 
directly on the upstream end of the needle 
valve, as in the case of the two 58-inch 
balanced needle valve installations in the 
north tunnel at Pathfinder Dam, North 
Platte project, the gates being designed 
for such direct connection to the needle 
valves, or they may be installed several 
hundred feet upstream in a chamber under 
the dam, at the upper ends of the pipe 
lines or penstocks leading to the balanced 
needle valves, as was done at Tieton dam, 
Yakima project, and at McKay dam, 
Umatilla project. In these two cases last 
mentioned, the gates are embedded in the 
concrete tunnel plugs with the joints 
between the bonnets and the bonnet 
covers nearly flush with the floor of the 
operating chamber, this arrangement 
permitting disassembling of the hoist cyl- 
inders and covers, the withdrawal of the 
stem and leaf and the renewal of the seats, 
etc., without disturbing the remaining 
main castings, embedded. By closing 
these gates, any painting, maintenance, 
or inspection work can be performed upon 
the penstocks or the needle valves below. 
This type of gate makes an excellent 
closure for sluiceways under the higher 
heads. The bottom of the power intake 
tunnel elbow at Guernsey Dam, North 
Platte project, Wyoming, is equipped with 
three 5 by 5 foot gates which permit 
sluicing silt through into the diversion 
tunnel. These gates are also intended 
for use in releasing irrigation water 
whenever the reservoir water surface 
falls below the floor of the north spillway. 
Two of these gates have automatic hy- 
draulic gate hangers which will carry the 
two outside gates in the wide open posi- 
tion, and the center gate is equipped 
with a mechanical hanger which will 
carry the leaf in either wide open position 
or any intermediate position required 
for the close regulation of the outflow. 
This hanger is provided with electro- 
magnetic interlocks between it and the 
hydraulic control valves, which operate 
its gate, so that improper sequence of 
operation of the valves and of the hanger 
is prevented. 

OPERATION OF EMERGENCY GATES 

When gates of this type are used under 
conditions where they are known as 
emergency gates, the ability to operate 
them under the most adverse conditions 
is of supreme importance, as their failure 
to function under these conditions might 
mean the loss of a dam representing sev- 
eral millions of dollars, together with the 
possible loss of life and the untold damage 
to the lands, highways, bridges, and set- 
tlements below. In such cases the gates 



are usually provided with a remote con- 
trol system which may be located on top 
of the dam with a wholly independent 
pressure pump from that used when 
operating under direct control like the 
direct and remote control systems pro- 
vided for the two 5 by 6 foot gates at 
Tieton Dam; or they may be installed 
with a remote control system with the 
pressure pump and the control valve 
board located in the outlet works house 
with the balanced needle valves similar 
to that at McKay Dam, where the hy- 
draulic piping connecting the emergency 
gates in the tunnel chamber beneath the 
dam with the outlet works house at the 
downstream toe of the dam is embedded 



in the concrete lining of the tunnel so 
that a rupture in one or both of the pen- 
stock lines with the attendant rush of 
water through the tunnel can not carry 
this piping away. The two gates in this 
case are provided with automatic gate 
hangers each of which has an automatic 
electric signalling system which indicates 
upon the signal board immediately above 
the control valves in the needle valve 
house the position of each gate and the 
sequence of action of each hanger. 

NOTE. The Bureau of Reclamation standard de- 
signs for 4 by 4 foot and 5 by 5 foot high-pressure gates 
are available in published form, consisting of sets of 
eight lithograph prints, 8 by 10M inches. These prints 
may be obtained from the chief engineer's office at Den- 
ver at a price of $2 per set. 



International Water Commission, United States 
and Mexico, Meets 



AS copy goes to the printer for this 
issue of the ERA, the American and 
Mexican sections of the above-mentioned 
commission are planning their first joint 
meeting at El Paso, Tex. The American 
section is made up of Dr. Elwood Mead, 
chairman; Gen. Lansing H. Beach, United 
States Army, retired; W. E. Anderson, of 
San Benito, Tex.; and M. A. Schnurr, sec- 
retary. The Mexican section is composed 
of Gustavo P. Serrano, chairman; Fed- 
erico Ramos; and Javier Sanchez Me- 
jorada. 

The commission was set up by act of 
Congress of May 13, 1924, and had funds 
to its credit for operating up until July 
1, 1927. At that time the funds lapsed, 
and owing to the failure of the deficiency 
bill pending in the Sixty-ninth Congress, 
the commission found itself without funds 
on July 1, 1927. 

Until that time members of the Mexi- 
can section had not been designated by 
the Mexican Government. Shortly there- 
after, however, the American section was 
notified that Mexico was ready for a meet- 
ing. This meeting had to be postponed 
until Congress met in December and pro- 
vided the necessary funds, which it did 
by a deficiency act which passed Decem- 
ber 22, 1927. With funds available, com- 
munication with the Mexican section was 
immediately held and the earliest con- 
venient date decided as February 27. 

The commission plans to meet a short 
time at El Paso, and then visit the terri- 
tory involved in its studies. 

The findings of the commission will be 
shaped into recommendation to Congress, 
to form the basis of a treaty between the 
Republic of Mexico and the United 
States for the equitable distribution of 



our three international streams on the 
south, the Rio Grande, Colorado, and Tia 
Juana. 



Illustrated Booklets 

Meet Educational Needs 

The Washington office has on hand 
several thousand copies of the illustrated 
booklet "Federal Irrigation Projects" 
which it has found of considerable value in 
supplying information concerning the 
projects operated by the bureau. This 
booklet contains a short introduction 
telling of the need for reclamation, of 
the passage on June 17, 1902, of the recla- 
mation act, and of the accomplishments 
under the act. This is followed by brief 
descriptions and illustrations of a few of 
our important storage and diversion 
dams, then by short paragraphs outlining 
the methods of financing the construction 
of the projects and the repayment of the 
costs by the settlers after they have 
acquired their farm units, and then a 
brief description of each project with 
appropriate illustrations. 

Schools, clubs, and other organiza- 
tions are making daily requests for sup- 
plies of this booklet in lots of 25, 50, or 
more for educational purposes. If any 
project organization cares to obtain 
copies of this publication without charge, 
a letter addressed to the Commissioner, 
Bureau of Reclamation, Washington, 
D. C., will receive prompt attention. 



Eggs deteriorate rather rapidly if held 
longer than five days, and none should 
be saved for incubation more than 10 
days. 



Marcn, 1928 



NEW RECLAMATION ERA 



47 



I 



Recent Legislation by Congress 

Special provisions of the first deficiency ad, fiscal year 1928, approved December 

22, 1927 



INDIAN LANDS, NEWLANDS PROJECT 

Paiute allotted lands, Truckee-Carson 
project, Nevada (reimbursable) : To carry 
out the provisions of the act entitled "An 
act to authorize the cancellation and re- 
mittance of construction assessments 
against allotted Paiute Indian lands irri- 
gated under the Newlands reclamation 
project in the State of Nevada and to 
reimburse the Truckee-Carson irrigation 
district for certain expenditures for the 
operation and maintenance of drains for 
said lands," approved June 26, 1926, 
fiscal years 1924 and 1925, $611.55. 

REFUNDS ON CLASS 6 LANDS 

Refund of construction charges: For 
refunds of construction charges heretofore 
paid on permanently unproductive lands 
excluded from the Federal reclamation 
projects specified in the act approved 
May 25, 1926, in accordance with section 
42 of such act, fiscal years 1928 and 1929, 
$100,000, to be paid out of the reclama- 
tion fund. 

FLOOD LOSS, RIO GRANDE PROJECT 

For personal services and traveling 
and other expenses necessary to enable 
the Secretary of the Interior to determine 
the property loss by flood sustained by 
certain property owners residing at or in 
the vicinity of Hatch and Santa Teresa, 
New Mexico, in accordance with the pro- 



visions of the act of February 25, 1927 
(Forty-fourth Statutes at Large, page 
1792, Private, Numbered 396, Sixty- 
ninth Congress), $5,000, or so much 
thereof as may be necessary, to be ex- 
pended from the reclamation fund. 

INTERNATIONAL WATER COMMISSION 
International water commission, United 
States and Mexico: The unexpended bal- 
ance of the appropriation of $20,000 made 
by the second deficiency act, fiscal year 
1924, and continued available until June 
30,1927, for the Commission on Equitable 



Use of Waters of the Rio Grande, shall 
remain available until June 30, 1928, for 
thejexpenses, including the purchase, at 
not to exceed $1,500, and maintenance of 
a passenger-carrying motor-propelled ve- 
hicle, of the commission authorized by 
the resolution approved March 3, 1927, 
entitled "Joint resolution amending the 
act ofj May 13, 1924, entitled 'An act pro- 
viding a study regarding the equitable 
use of the waters of the Rio Grande,' and 
so forth." 

Any moneys received from the Repub- 
lic of Mexico for the purpose of securing 
information on which to base a treaty be- 
tween the United States and Mexico 
relative to the use of the waters of the 
'Rio Grande, Lower Colorado, and Tia 
Juana Rivers as authorized by the act ol 
March 3, 1927, shall be covered into the 
Treasury. 



Contracts Calling for Performance "To the 
Satisfaction 9 of a Government Officer 



IN Steacy-Schmidt Manufacturing Co. 
v. the United States, decided by the 
Court of Claims January 23, 1928, the 
court passed upon a case where the 
Department of the Interior had granted 
extensions of time on account of certain 
delays in delivering materials in connec- 
tion with the King Hill and Riverton 
projects, and where on the theory that 
such extensions were vaJidly granted, 
payment was made to the contractor 
without deductions of liquidated dam- 




ages, as provided for in the contracts, for 
delays by reason of unforeseen causes 
beyond the control of the contractor. 
The Comptroller General, in passing 
upon the settlements, held that the ex- 
tensions of time were improperly granted, 
and made deductions for liquidated dam- 
ages against other credits of the company. 
The company took the case to the Court 
of Claims, and the court stated: 

In accordance with the express pro- 
vision of each contract the full amount of 
the contract price was payable "when all 
the material shall have been received at 
its destination and the terms of the con- 
tract shall have been fully complied with 
to the satisfaction of the engineer, and a 
release of all claims against the United 
States under or by virtue of the contract 
shall have been executed by the con- 
tractor and filed with the engineer." 
The terms of the contract were complied 
with "to the satisfaction of the engineer," 
a release of all claims against the United 
States was executed by the contractor, 
and the full amount of the contract price 
was paid. In the absence of fraud or mis- 
take, or of lack of authority on the part of 
the engineer or other governmental agents 
concerned in the transaction, both the 
Government and the plaintiff were bound 
by the final settlement. Plaintiff is en- 
titled to recover the amount sued for, and 
it is so ordered. 



JBaby beeves on the Belle Fourche project, 8. Dak 



TWELVE cars of Bliss Triumph cer- 
tified seed potatoes were moved 
recently from the Milk River project to 
southern markets at $1.50 a bushel. 



48 



NEW RECLAMATION ERA. 



March, 1923 



Reclamation Organization Activities and Project Visitors 



DR. ELWOOD MEAD, Commissioner 
of Reclamation, and Miss Mae A. 
Schnurr, secretary to the commissioner, 
planned to leave Washington, D. C., on 
February 21 to attend the first joint 
meeting of the Mexican and American 
sections of the International Water Com- 
mission at El Paso, Tex., on the 27th. 
Doctor Mead is chairman of the American 
section and Miss Schnurr is secretary. 



L. N. McClellan, electrical engineer, 
Denver office, spent several days in the 
Washington office in connection with the 
proposed power development at American 
Falls and the interpretation of the con- 
tract with the Idaho Power Co. 



Benjamin C. Hillard, commissioner of 
municipal waterworks, Denver, Colo., 
and W. H. Nalder, engineer from the 
Denver office, were recent visitors at 
Stony Gorge Dam, Orland project. 



H. W. Bashore, construction engineer, 
Vale project, visited the Boise project 
office during the month. 



Mac T. Hardwick, recorder of surveys, 
Minidoka gravity extension unit, has re- 
signed to return to college. 



H. F. McPhail, engineer, Denver office, 
was on the Shoshone project recently to 
make an inspection of the power system 
and of the distribution system of the 
Oil Fields Power Co. 



B. E. Stoutemyer, district counsel, was 
a recent visitor on the Boise, Minidoka, 
and Vale projects. 



John A. Whiting, State engineer of 
Wyoming, was on the Riverton project 
during the latter part of the month. 

Collections by Bur ley 

Irrigation District 

The Burley irrigation district, Minidoka 
project, Idaho, recently closed a very 
successful collection campaign, according 
to an item in the Burley Bulletin. State- 
ments covering the 1927 construction 
charge were mailed November 1, 1927. 
Collections began immediately and con- 
tinued at a steadily increasing rate until 
December 19, the last day of the collection 
period, when more than $10,000 was 
received. Total collections during No- 
vember and December were $70,646.96. 

The 1927 construction charge on con- 
senting lands totaled $110,955.45, of 
which one-half, or $55,477.73, became 
delinquent if not paid by December 19. 
Collections of this charge totaled $51,- 
617.97. The 1927 construction charge on 
nonconsenting lands totaled $16,511.13, 
all of which was due and payable on 
December 1, of which $14,692.16 had 
been collected by the end of thejyear. In 
addition, $3,419.61 was paid on delin- 
quent 1926 construction charges and 
$489.74 on advance 1928 operation and 
maintenance charges. 

These collections enabled the district 
to meet in full the charges due the Govern- 
ment on December 1 and 31, 1927. 




Klttitaa main canal, Yakima project, showing completed lining near Easton, Wash. 



C. D. Greenfield and Leonard Ball, 
agricultural development agents of the 
Great Northern Railway, spent several 
days recently on the Milk River project. 



R. J. Coffey, district counsel, spent 
three days recently on the Orland project 
in connection with legal matters relative 
to Stony Gorge Reservoir rights of way. 



W. L. Rowe is acting superintendent 
on the Yakima project while Superin- 
tendent Preston is absent in Washington 
in connection with the study of economic 
conditions on Indian projects. 



J. R. lakisch, associate engineer, has 
been engaged recently on a report of 
drainage conditions in the Klamath 
irrigation district. He has worked in 
close cooperation with the district direc- 
tors and made a number of field inspec- 
tions in company with directors or inter- 
ested water users. 



I. H. Sherwood, electrical engineer, 
Oregon Public Service Commission, was 
a recent visitor on the Klamath project. 



J. W. Lawlor, president of the General 
Construction Co., contractors on the 
construction of the railroad to the Owyhee 
Dam site, visited the work during the 
latter part of the month. 

Recent visitors on the Belle Fourche 
project were S. S. Long, district superin- 
tendent of the Chicago & North Western 
Railway, and State Game Warden John- 
son, who called at the project office 
relative to the seining of carp in Orman 
Reservoir. 



Recent visitors on the Rio Grande proj- 
ect were Barry Dibble, consulting engi- 
neer, of Redlands, Calif., and Messrs. 
Murphy and Wilcox, representatives of 
the General Land Office. 



H. G. McDowell, chief of field party, 
Kittitas division, Yakima project, has 
resigned to accept employment with a 
private firm in Cuba. 

Leslie Coffin, district manager of the 
Puget Sound Power & Light Co., was a 
recent visitor on the Kittitas division of 
the Yakima project. 

C.H. GOVEUNMKNT PRINTING OFFICE: 1028 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. HUBERT WORK, SECRETARY OF THE INTERIOR 

E. C. Finney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Washington. D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner George C Kreutzer, Director of Reclamation Economics 

W. F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown. Assistant Director of Reclamation Economics 

C. N. McCulloch, Chief Clerk 
Dtnctr, Colorado. Wilda Building 

K. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; 3. L. Savage, Chief Designing Engineer: E. B. Debler, Hydrographic Engineer 
L. N. McClellan, Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent 



Project 


Office Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Fotirche 


Newell, S. Dak 


F. C. Youngblutt... 
R. J. Newell 


i 
J. P. Siebeneicher... 
W L Vernon 


Wm. J. Burke 


Mitchell, Nebr. 
Portland, Org 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise' 


Boise, Idaho 


Carlsbad 


Carlsbad, N. Mex 


L. E. Foster 
J. C. Pare... 


W C Berger 


W. C. Berger... 
C. E Brnrfie 


H. J. S. Devries 


Grand Vallev 


Grand Junction, Colo 


W. J. Chiesman 


Huntley" 


Ballantine, Mont 






King Hill' 


King Hill, Idaho 






Klamath 


Klamath Falls, Oreg.. 
Savage, Mont 


II. D Newell 


N. G. Wheeler Joseph C. Avery 
E. R. Scheppelmaun.. E. R. Scheppelmann.. 
E. E. Chabot E E Chabot 


R. J. Coffey... 
E E Roddis 


Lower Yellowstone 


II. A. Parker 


Milk River 


Malta, Mont H.H.Johnson 


do 


Minidoka 


Burley, Idaho E B Darlington 


G C Patterson Mic A T T-OI-Q^TI 


B. E. Stouteinyer..- 
R J Coffey 


Newlands' 


Fallon, Nev... . A. W. Walker 


Erie W. Shepard 


Miss E.M.SimmondS- 
Virffil F. TTnhholl 


North Platte* 


Mitchell, Nebr 


H. C. Stetson 


Virgil E Hubbell 


Wm. J. Burke 
B. E. Stoutemyer 
K.J. Coffey 

T) E. Stoutemyer 
H J S Devries 


Okanogan 

Orland 


Okanogan, Wash 
Orland, Calif 
Nyssa, Oreg 


Calvin Casteel 
R C E Weber 


W.D.Funk . j NT. D. Thorp... 
C H Lillingston ' C H Lillingston 


Owyhee 


F. A. Banks 


H. N. Bickel 


Rio Grande 


El Paso, Tei 

Riverton, Wyo 


L. R. Fiock 


V. G. Evans... 
R B Smith 


L. S. Kennicott 


Riverton 


H. D. Comstock 


R B Smith 




Salt River' 


Phoenix, Ariz . 










Shoshone'.- 


Powell, Wyo 


L. H. "Mitchell 


W F Sha 


E E Roddis 


Strawberry Valley ... 


Provo, Utah 








Sun River' 


Fairfleld, Mont_. 


G. 0. Sanford 


H/W. Johnson 1 1. ~W Johnson 


E E Roddis 


UmatUla'' 


Hermiston, Oreg . 










Uncompahgre... 


Montrose, Colo 


L. J. Foster .. 


G. H. Bolt 


F D Helm 




Vale.. ... 


Vale, Oreg... 


H. W. Bashore 
P. J. Preston 


C. M. Voyen 






Yakima 


Yakima, Wash 


R. K. Cunningham T fl Gawlar 


do 


Yuma _ 


Yuma, Ariz 


R. M. Priest 


H. R. Pasewalk 


E. M. Philebaum 


R. J. Cotfey 











Large Construction Work 



Salt Lake Basin, Echo 


Coalville, Utah F. F. Smith ' 


C. F. Williams 


C F Williams 




Montrose Colo 


Dam. 
Kittitas . 


Ellensburg, Wash Walker R Young " 


E R. Mills 








Sun River, Gibson 


Augusta, Mont Ralph Lowry " 


F. C. Lewis . 


F. C. Lewis 


E E Roddis 




Dam. 
Orland, Stony Gorge 


Stony Gorge Damsite, H. J. Gault ".-. 


C. B. Funk 




R. J. Cofley 


Berkeley, Calif 


Dam. 


Elk Creek. Calif. 











1 Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1926. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec 
31, 1927. 

3 Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

1 Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



; Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

' Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

> Operation of project assumed by Strawberry Valley Water Users' Association 
on Dec. 1, 1926 

' Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

11 Construction engineer. 



Important Iniestisations in Progress 



Project 


Office 


In charge of 


Cooperative agency 


Cache la Poudre investigations 
Middle Rio Grande 


Denver, Colo 

Albuquerque, N. Mex. 
Llnd, Wash 


- 


Poudre Valley Water Conservation Association. 
Middle Rio Grande conservancy district. 
State of Washington. 

State of Utah. 
Southern States. 


Columbia Basin Project .. 


B E Hayden 


Truckee River 




\ N" "Rllrnh 


Heart Mountain investigations 


Powell, Wyo I R TTnsitr 


Utah investigations 


Salt Lake Citv. Utah. . 
Yakima, Wash 
Boise, Idaho 
Washington, D. C 


E. 0. Larson 
P. J. Preston.. 
R. J. Newell 


Cle Elum storage 


Payette storage 

Southern investigations 


George C. Kreutzer 
and C. A. Bissell. 





>y-:' 




FEDERAL IRRIGATION PROJECT HOMES 



RECLAMATION ERA 



VOL. 19 



APRIL, 1928 



NO. 4 





THE IRRIGATION SEASON WILL BEGIN SOON ON THE PROJECTS 



WHAT IS 
RECLAMATION? 



~\ TO land is reclaimed until it has 
people who will live on it and 
worf^ it; until it has railways, high- 
ways, drainage, churches, schools, 
ban^s, health centers, markets, towns 
and cities filled with businesses, places 
of amusement and attraction. 



Hon. T. WEBBER WILSON 

Member of Congress from Mississippi 



NEW RECLAMATION ERA 



HUBERT WORK 
Secretary of the loterior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 



ELWOOD MEAD 
CommiMioner, Bureau of Il*clmaUoB 



Vol. 19 



APRIL, 1928 



No. 4 



Interesting High Lights on the Federal Reclamation Projects 



E ASTON DAM has been decided upon 
as the name of the dam to be con- 
structed on the Yakima River at Easton, 
Wash., for the diversion of water for the 
irrigation of the Kittitas division of the 
Yakima project. 



E Public Service Co. of Colorado has 
been considering the possibility of 
developing the power site at Orchard 
Mesa pumping plant, Grand Valley proj- 
ect, and utilizing the power which could 
thus be made available in the city of 
Grand Junction and its surrounding 
territory. 



/CONTRACT has been awarded to 
~* Hardie-Tynes Manufacturing Co., of 
Birmingham, Ala., for two 42-inch bal- 
anced needle valves for the outlet works at 
Stony Gorge Dam, Orland project, at the 
contract price of $13,705. 



/CONSTRUCTION of Stony Gorge 
^ Dam, Orland project, has passed the 
stage of greatest uncertainty, the excava- 
tion and placing of foundations, and 
possible delays and damage by floods. If 
the needle valves are delivered on time 
the construction should proceed without 
hindrance to completion ahead of the 
scheduled time. 



E Southern Pacific Co. is advertising 
the Orland project farms, on which 
the bureau holds options, in the Nebraska 
Farmer, the Farmer, the Prairie Farmer, 
the Missouri Ruralist, the Hoosier Farmer, 
and Farm Life. Nearly 400 letters of 
inquiry concerning these farm oppor- 
tunities have been received by the local 
office. 



|7"LAMATH FALLS, on the Klamath 
" project, Oregon-California, voted 
recently in favor of a $300,000 bond issue 
for the construction of main outlet sewers 
and a disposal plant. 

9374228 



"DEAN shipments continued to be made 
"-* from the bonded warehouse estab- 
lished by the cooperative association at 
Fruita, Grand Valley project, Colo. The 
association pools all produce for the entire 
season and the range of prices for the crop 
has been from $4.80 to $6.70 per hundred. 
An advance of 2J^ cents per pound was 
made to the growers, and it is anticipated 
that another payment of 1 cent per pound 
will be made shortly. 



TWO carloads of big mules were pur- 
chased recently from farmers on the 
Minidoka project and shipped to Love- 
land, Colo. They were pronounced the 
highest class mules ever shipped from this 
locality. Missouri papers please note. 



A NEW highway bridge has been con- 
^*- structed across Snake River be- 
tween Heyburn and Burley, Minidoka 
project. It is a substantial timber struc- 
ture, supported on creosoted pile trestles. 
The floor is built of 2 by 6 inch lumber 
set on edge and carried on 6 by 20 inch 
Douglas fir stringers. A <^-inch wearing 
surface of gravel-bitumen will be placed 
upon the floor. There are now five high- 
way bridges across Snake River within the 
project, and a sixth structure is proposed 
at Frenchman's Island, a few miles above 
the Heyburn bridge. 



E organization of a potato growers' 
association on the Milk River project 
has been completed, to cooperate with the 
State organization in the improvement of 
certified-seed marketing. 



T>LANS are being made by the Utah- 
* Idaho Sugar Company to install 
a pulp press in connection with the 
Chinook plant, Milk River project, in 
order that the beet growers in localities 
remote from the factory may have the 
benefit of pulp for stock feeding. 



Burley sugar factory of the Amal- 
gamated Sugar Co., on the Minidoka 
project, has won a pennant and bronze 
tablet for having been the most econom- 
ically operated of the company's plants 
in 1927. The Amalgamated Company 
has agreed to operate the Paul factory 
provided that not less than 3,000 acres 
of beets, with an estimated yield of 33,000 
tons are contracted on the project north 
of Snake River. 



A HOLDING company on the Yuma 
** project, affiliated with one of the 
local banks, has planted a 160-acre unit 
in the valley division to paper-shell 
pecan trees, and is offering the land for 
sale in 1 to 10 acre blocks. It is the 
purpose of this company to plant 1,000 
acres to trees as fast as nursery stock 
may be obtained. The company takes 
care of the land for the first six years 
and turns the land over to the purchaser 
in bearing trees. 



HPHE season's picking of grapefruit on 
Unit B, Yuma Mesa, resulted in 
a yield of about 8,000 field boxes, the 
picking, packing, and shipping being 
handled by the Imperial Valley Grape- 
fruit Growers' Association. 



/COLLECTIONS made by the Tieton 
^ Water Users' Association, Yakima 
project, for the month of February 
totaled $15,432.67, compared with 
$8,004.19 for the same month in 1927. 



E Castberg Creamery, Shoshone 
project, manufactured 10,060 pounds 

of butter and 160 gallons of ice cream 

during the month. 



E Great Western Sugar Co. has 
announced the 1928 price of sugar 
beets on the Shoshone project as $7.50 
per ton, with possible additional pay- 
ments based on the sugar content and 
the price of sugar. 

49 



50 



NEW RECLAMATION ERA 



April, 1928 



Economic Notes from the Reclamation Projects 

Settlement and Development Problems of the Milk River, Sun River, and Lower 

Yellowstone Irrigation Projects, Montana 



By F. B. LinfielJ, President, Montana Agricultural College, Boatman, Mont. 



IN considering what should be done with 
the Milk River, Sun Iliver and Lower 
Yellowstone irrigation projects in Mon- 
tana, it must be realized that we are not 
dealing with the problem of whether these 
projects should have been built in the 
first place. The conditions with which 
we in Montana must deal arise from the 
facts (1) that most of the engineering 
works have already been constructed at 
considerable expenditure of public funds; 
(2) that the projects are partly settled 
by people who have come with the prom- 
ise of completed development and we are 
under certain obligations to assist them 
in making needed adjustments either by 
establishing themselves on a permanently 
prosperous basis or moving to more 
favorable locations; and (3) the land 
being partly settled the ditches have to be 
maintained and cared for but the limited 
use of water makes a very heavy over- 
head for these users. 

Since the Federal Government is 
already heavily involved in the reclama- 
tion projects it is evident that there are 
two alternatives from which to choose in 
planning the future policy. The first 
alternative would be to close the projects 
with consequent loss of the money 
already invested. The second course 
would be to invest sufficient funds in 
addition to engineering enterprisDs to 
increase the area farmed and thus the 
gross yield so that the maintenance cost 
per unit farmed may be reduced. 

If the first alternative is chosen, we may 
as well face the situation squarely, 
acknowledge complete failure of these 
large and important reclamation systems, 
and assist enough of the present settlers 
to move off so that the remaining ones 
may adjust themselves to nonirrigated 
farming. 

POTENTIAL SUCCESS 

Those of us who are familiar with exist- 
ing conditions, however, are firmly con- 
vinced, as a result of studies already com- 
pleted, that with the investment of a 
relatively small amount of capital, these 
projects can be settled in a successful 
manner and that the Government will 
then be able to recover the moneys ex- 
pended from engineering construction. 

The studies of the Montana Experi- 
ment Station show that settlement and 
development of irrigated areas are now 
entirely different from what it was at the 



time the reclamation act was passed. In 
the first place, the old self sufficing pioneer 
conditions are over. It is no longer 
possible for a farmer to eke out an exist- 
ence on a farm which produces most 
necessities of life and attain economic 
independence in the course of time 
through a rise of land values. With land 
values already as high as they can reason- 
ably be expected to go for several years, 
the farm must now be something more 
than a source of subsistence. It must 
be a commercial enterprise, producing 
commodities which can be sold on national 
markets and produced at costs which will 
return interest on the investment and 
profits to the operator. 

In the second place, opportunities in 
other fields appear more attractive than 
farming, so that people who move from 
agricultural districts seek urban employ- 
ment to a much greater extent than was 
true before the agricultural depression. 
Thus, conditions must be such that pros- 
pective settlers can be as sure of financial 
success on the irrigated projects as they 
are in other business in which they might 
engage, before they will consider moving 
to these irrigated projects. 

From the studies of the Montana Ex- 
periment Station information has been 
secured which will show (1) Whether or 
not farming can be profitably followed 
on the projects we are considering, (2) the 
types of farming most likely to succeed, 
and (3) the extent to which the total 
national production would be increased 
by complete development of the projects. 

FARMING PROFITABLE 

In answer to the question, "Can farm- 
ing be profitably followed on the irrigated 
projects of northern Montana?" let me 
refer to an economic survey of the Milk 
River project. In the summer of 1927 a 
representative of the experiment station 
interviewed a group of successful farmers 
with the purpose of obtaining a record 
of their personal history and experiences, 
the types of farming in which they were 
engaged, and the financial progress they 
have made. Fifteen out of twenty farm- 
ers from whom complete records were 
obtained have made enough money farm- 
ing on that irrigated project to accumulate 
property and financial reserves as a result 
of their farming operations. The average 
labor income from this group of 20 suc- 
cessful farmers was $2,600 in 1926. This 



represents the returns to the operator's 
labor after cash expenses, depreciation, 
and interest at 6 per cent on the capital 
investment have been deducted from the 
gross incomes. From the results of 
detailed soil surveys it has been estimated 
that 40 per cent of the land on the Milk 
River project and 75 per cent of the land 
on the Greenfields division of the Sun 
River project is suitable for a type of 
farming that will yield such returns from 
80 to 160 acre farms. It is thought that 
90 per cent of the land in the lower 
Yellowstone project would come under 
this classification. 

By way of comparison we can refer to 
the Yellowstone Valley where irrigated 
farming has been carried on successfully 
for a long period of years and where the 
irrigated lands are completely settled. In 
1924 a similar analysis of 17 of the most 
profitable farms in the Yellowstone region 
showed an average labor income of $2,780, 
which is not much higher than what the 
successful Milk River farmers obtained. 
The average profitableness of all farms in 
the Milk River Valley, however, is much 
lower than in the Upper Yellowstone Val- 
ley because of (1) a larger percenatge of 
poor soil and (2) retarded settlement and 
development. 

Since it is possible to find such success- 
ful farmers operating in the Milk River 
Valley, we feel safe in concluding that 
others could also succeed if they were 
properly educated along the lines of cor- 
rect farming methods and were properly 
financed to secure the buildings and equip- 
ment necessary. 

SUCCESSFUL TYPES OF FARMING 

The second question that can be an- 
swered from our studies is " What types of 
farming are most likely to succeed on 
these irrigated projects?" In addition to 
interviews of successful farmers, economic 
conferences have been held to secure an 
agreement between farmers, business men 
and development agents as to the types of 
farming that can be recommended on the 
Milk River and Sun River projects. It 
was agreed by the farmers present at these 
conferences that for land lying within 6 
miles of a railroad, sugar beet farming is 
the most profitable type. A typical sugar- 
beet farm adapted to the region would 
have about 80 acres and would roughly be 
divided so that one-fourth of the land 



April, 1928 



NEW RECLAMATION ERA 



51 



would be planted to sugar beets, one- 
fourth to small grains and one-half to 
alfalfa and pasture. The three alterna- 
tives from which to choose in placing live- 
stock on such a farm are (1) beef cattle, 
(2) sheep, either as feeders or farm flocks 
and (3) dairying and hogs. It is esti- 
mated that with complete development 
60 per cent of all the land on the Sun 
River, Milk River and lower Yellowstone 
projects would be devoted to this type of 
farming. 

On lands lying beyond the 6-mile limit, 
or where the soil is not suitable for inten- 
sive beet farming, more extensified types 
of farming are necessary. Weed control 
where sugar beets and other intertilled 
crops can not be raised must be accom- 
plished by raising alfalfa, sweet clover, and 
other legumes and occasional summer til- 
lage which necessitates a certain portion 
of the ground lying idle for one season. It 
has been suggested, therefore, by these 
conferences of farmers, that on the out- 
lying portions of irrigated districts, the 
farms should be 160 acres in size and 
should have one-third of the land in small 
grains and two-thirds in hay, pasture, or 
fallow. The livestock enterprises on such 
farms would be the same as on the more 
intensified beet farms. 

SURPLUS NOT AFFECTED 

The third question that we should at- 
tempt to answer is "To what extent will 
the total agricultural production be in- 
creased by the complete settlement of 
these projects"? According to figures 
given out by the Commissioner of Recla- 
mation, the total area requiring settlement 
on the Milk River, lower Yellowstone, and 
Greenfields division of the Sun River 
projects is 160,370 acres. About 2,000 
additional farmers are needed to divide 
this area into 80-acre units. 

Assuming that this 160,000 acres con- 
tains a lower percentage of good beet land 
within 6 miles of the railroads than the 
remainder of the projects, we have 
roughly estimated that 85,000 acres 
could be used for beet farming and 75,000 
acres for grain and stock farming. This 
division would result in the importation of 
about 1,060 farmers operating 80-acre 
units and 470 farmers operating 160-acre 
units. 

It must be remembered that a good 
portion of the land which we refer to as 
requiring settlement, is not entirely 
unproductive at present. Large native 
blue joint meadows are used for hay and 
pasture and small grains are already 
grown on portions of this "unsettled" 
area. 

Assuming that there is no production 
from such lands at the present time and 
that the entire 160,000 acres are brought 



under cultivation by 1,500 farmers follow- 
ing recommended cultural methods and 
business practices, the largest increase 
we could possibly expect in the production 
of the major crop and livestock enter- 
prises would be as follows: 



Item 



Wheat ..- bushels.. 

Flax (first year only).. do 

Sugar beets tons.. 

Beef cattle head-- 
Sheep do 

Hogs do 

Butter __ pounds. . 



Increase of 

production 

expected if 

160,000 

acres of 

irrigable 

land are 

brought into 

intensive 

cultivation 



1, 087, 500 

640,000 

212. 500 

12.500 

38,000 

16,500 

1, 280, 000 



Per cent 
of national 

produc- 
tion 1927 



Per cent 
0.1 
2.4 
3.0 
.03 
.1 
.03 
.1 



Hence sugar beets and flax are the only 
commodities in which the increase in the 
irrigated districts would exceed one-tenth 



of 1 per cent of the total national produc- 
tion, and both of these are on an import 
basis. 

From these estimates we should feel 
safe in predicting that increasing the effi- 
ciency of these irrigated projects would 
have no effect whatever upon the agricul- 
tural surplus. 

MORE SETTLERS NEEDED 

On the other hand, if a project is not 
fully occupied it means that settlers on 
one-third of the land must pay for the 
construction on the whole. This amounts 
substantially to confiscating the property 
of the present settlers to take care of 
overhead construction costs. Further- 
more, we are faced with an ethical prob- 
lem of keeping faith with the beet-sugar 
companies which have built factories in 
good faith with the understanding that 
enough settlers would be brought into 
the region to keep them operating to 
capacity. 




A fine field of sugar beets on the Milk River project Mont. 



52 



NEW RECLAMATION ERA 



April, 1928 



With knowledge that the productive- 
ness of the land is adequate for profitable 
farming and with moral responsibility to 
the settlers and industries already estab- 
lished, the college of agriculture feels jus- 
tified in going to considerable length to 
assist new settlers to become established. 
The responsibility of securing these new 
settlers lies with the Bureau of Reclama- 
tion and railroad colonization depart- 
ments. As a result of our studies and 
conferences, however, we have found that 
the most serious obstacle to proper devel- 
opment of the projects is lack of proper 
credit facilities. Settlers lack necessary 
funds to build houses, clear, level, and 
ditch raw land, buy necessary implements 
and livestock and pay living expenses 
until the first harvest. Local banks are 
operated as deposit agencies whose re- 
sources are needed to finance current 
stock and livestock enterprises. Their 
assets must be kept liquid and can not be 
tied up in real estate investments. 

Local merchants can usually furnish 
sufficient credit for livestock and equip- 
ment to put in the first year's crop, but 
credit for real estate improvements must 
come from outside the local community. 

Much of the land, especially on the 
Milk River project, is held in large tracts, 
varying in size from 160 to 1,500 acres. 
Such tracts have only one set of buildings, 
sometimes occupied by the owner and 
sometimes uninhabited and in a run-down 



condition. Many owners of such farms 
desire to subdivide them into smaller 
units but, although they are willing to 
sell their land at reasonable rates, they 
lack capital to provide the necessary 
buildings. 

Regular loaning agencies, such as trust 
and mortgage companies and the Federal 
land banks, are not loaning money in 
Montana at present. This is not due to 
the poor character of the security which 
might be offered, but to the fact that the 
Government already has first lien on the 
land for construction costs. Few agencies 
in any region would consent to loaning 
money for real estate improvements on 
the security of a second mortgage on 
unimproved land. 

FINANCIAL AID NECESSARY 

Since local agencies and landowners do 
not have sufficient capital to finance the 
further development of these partly 
settled areas and since the Federal Govern- 
ment already has a considerable invest- 
ment at stake, we believe that the best 
way out of the difficulty would be for the 
Government to appropriate sufficient 
funds to put houses on the unoccupied 
tracts. Sufficient machinery is already 
present in the Bureau of Reclamation to 
administer such a type of credit and local 
owners would be willing to give full cooper- 
ation to such a venture. These houses 



need not be very elaborate, and the pros- 
pective settler should be required to sup- 
ply the labor to build them. The cost 
of materials for suitable house and barn 
would not exceed $800 under such cir- 
cumstances. As a precautionary measure, 
in the light of construction costs and other 
overhead charges on the land, we sug- 
gest that the owner should be willing to 
sell at a price not above the value of the 
land for dry-farming purposes. 

If such a credit system can be satis- 
factorily arranged by the Bureau of 
Reclamation, the Montana State College 
is prepared to follow up the work already 
commenced in developing farming methods 
suited to the region. The economic con- 
ferences held last fall recommended cer- 
tain standard practices and farm organiza- 
tion systems. It is proposed to secure 
the cooperation of a number of farmers 
who desire to adopt more profitable 
farming methods. Theses farms will be 
put under the supervision of an experi- 
enced irrigated-farm manager, who will 
have full authority to plan farm organi- 
zations and direct cultural practices. The 
aim will be to have each farm, so directed, 
develop into a standard type within 
three or five years. Such farms will be 
used as object lessons for their neighbors 
and guides for new settlers who are 
endeavoring to adapt themselves to the 
region. 



Land Settlement on the Belle Fourche Project, South Dakota 



THE Belle Fourche project, developed 
in the center of one of the largest 
livestock sections of the West, was opened 
at the beginning of one of the greatest 
land movements this country has had. 
As a result, it found itself populated by a 
small number of resident stockmen, whose 
original holdings were included in the 
area placed under irrigation, and a large 
number of homesteaders, many of whom 
were not qualified to farm in an irrigated 
section. Many homesteaders filed on 
claims because the land was free. Some 
thought a large profit could be made by 
selling out after patent was issued. At 
the beginning of the period of agricultural 
inflation, speculation ran riot. When the 
slump came, a veritable panic resulted, 
with every one running for cover and very 
few attempting to meet their contract 
obligations. In the final analysis, owner- 
ship, outside of the original established 
livestock men, became scattered over 
almost the entire United States; only a 



By Otlo C. Batch, Associate Reclamation Economist 

small per cent of the irrigable area was 
cultivated by 'resident owners and over 50 
per cent of the land idle. In 1925, through 
the concerted action of those who were 
vitally interested in the welfare of the 
project, a plan of readjustment came into 
existence on an economic basis com- 
mensurate with the ability of the project 
to reestablish itself. A part of this plan 
provides for the resettlement of the vacant 
lands with resident farmer-owners; the 
successful consummation of this resettle- 
ment program is the chief problem con- 
fronting this project at present. 

Land settlement on the Belle Fourche 
project, under the present plan, had its 
inception in the fall of 1926 when 95 
farms were placed" under option agree- 
ments of sale, with prices fixed by an 
independent appraisal and on long terms 
of purchase. The initial payment is 10 
per cent of the purchase price with the 
balance spread over a period of 20 years 
on the amortization plan. At the present 



time (February 15, 1928) 11 of the listed 
farms with buildings have been sold and 
6 farms sold with either no improvements- 
or buildings of little use or value.. 

MORE BUILDINGS NECESSARY 

With the need for buildings on the un- 
occupied project farms so apparent, an 
effort was made in the late spring of 1927 
to enlist the owners of such unimproved 
land to place improvements on their 
farms. A questionnaire stating the need 
for improvements, either new buildings 
or repairs to existing buildings, was sent 
to 158 owners of choice unoccupied farms. 
As a result of this solicitation, 3 new 
houses were erected during the remainder 
of the year; 2 favorable replies were re- 
ceived provided some means could be 
secured to finance the building, while of 
the remaining 153, only 29 returned the 
questionnaire, with only 4 favorable to- 
building, and then only when the situa- 



April, 1028 



NEW RECLAMATION ERA 



53 



tion demanded. If the results obtained 
are indicative of the ability of the land- 
owner to add improvements unassisted, 
the development of the project, both 
agriculturally as well as industrially, will 
be so slow that its full development will 
be delayed many years. The prospective 
purchasers who visited the project in 
1927, with hardly an exception, were 
adverse to considering the unimproved 
farm. This is well illustrated in the case 
of a man from Iowa who came to the 
project with a very definite location in 
mind; a farm on the edge of the project 
with some dry land pasture and access 
to outside range, in the vicinity of one 
of our successful sheep farms. The farm 
he finally selected and purchased does 
not meet with any of his original require- 
ments, although there were listed farms 
in the neighborhood specified. Why? 
Because the farm he did select had a 
complete set of buildings and all the re- 
quirements for the establishment of a 
stock farm, while the land we were able 
to show in the vicinity specified had 
nothing to offer in the way of buildings 
and farm development which were re- 
garded by him as essential to his success. 
The lack of buildings is felt more keenly 
in the farms available for tenancy. The 
rate of sales of land on the Belle Fourche 
is indicative of the need, at least for the 
next few years, for more tenant farmers. 
The present supply of available farms, 
farms with livable buildings, will not 
begin to meet the demand for rentals. 
With the new sugar factory in operation, 
a new class of farmers has come to the 
project and will continue to come if we 
can provide places for them. I refer to 
beet tenants from other districts who, as 
a class, are hesitant to purchase land and 
only do so when they are fully convinced 
that the farm will grow good beet crops. 

The slogan of the Belle Fourche super- 
intendent of the Utah-Idaho Sugar Co. is 
"a set of buildings on every 80 acres and 
every farm a beet farm." He has stated 
that, whenever conditions justify it, the 
Utah-Idaho Co. will erect another factory 
on the Belle Fourche project. With a 
second factory in operation it means that 
sugar beets, as a cash crop, must supplant 
grain and the production of livestock on 
many of the farms on the heavier soils 
supplemented with diversification, with 
sugar beets as a part of the crop rotation. 
The establishment of a second sugar 
factory will be an incentive for the further 
expansion of the dairy and stock 'feeding 
activities. To grow sugar beets profitably 
high yields must be maintained and high 
yields require fertile soil. The cheapest 
and in fact, the only fertilizer required 
on the Belle Fourche project, is barnyard 
manure; the farm with a maximum live- 
stock population will be the farm that 
continues to be profitable. With the 



time for payment of construction costs 
in addition to operation and maintenance 
charges approaching, production on all 
land on the project must be increased over 
its present average in order to meet this 
added tax. 

A TYPICAL ILLUSTRATION 

To meet industrial expansion more 
farmers are needed, and more farmers on 
the Belle Fourche project reverts back to 
the question of more buildings. And 
again we are confronted with the question 
as to who is to furnish the credit to pro- 
vide the new improvements. The new 
farmers are chiefly tenant farmers who 
desire farm ownership and a permanent 
home. We are drawing farmers from a 
class least able financially to provide these 
necessary improvements and, at the same 
time, meet payments on land purchase 
and for other development. The capital 
required to complete the development of 
a typical unimproved farm on the Belle 
Fourche project is illustrated in the esti- 
mated expense in connection with one 
farm listed in the booklet. It is described 
as: 80 acres, 69 irrigable, 35 in cultiva- 
tion, balance mostly low draw and raw 
irrigable land; clay soil, somewhat rolling; 
woven-wire fence in fair condition; two- 
room cabin; on school bus route; 4 miles 
to Newell; price $3,000, deposit $300, 
semiannual payments $123.66. The house 
is not fit to live in, is not properly located 
with respect to the tillable land, would 
not lend itself to enlargement, and is con- 
sidered valuable only as a beet laborer's 
house. To develop this farm as a dairy 
or stock farm, with sugar beets as a part 
of the cropping system, would require the 
following capital for the first year's oper- 
ations: 



Initial land payment $300.00 

Operation and maintenance, at $1.60 (69 acres) 110. 40 

General taxes 8. 25 

Interest (6 months, at 6 per cent on $2,700)... 81. 00 

Farm equipment 935. 00 

(Includes beet cultivator, beet lifter, 
wagon gear, plow, disk, harrow, drill, 
mower, rake, and cream separator.) 

Beet hand labor (for 10 acres) 240.00 

Seed 70.00 

Feed for stock 125.00 

Living expenses to harvest 250.00 

(To be supplemented by income from 
cows.) 

Horses (4 head, at $125) 500.00 

Dairy cows (5 head, at $100) 500.00 

Poultry 75.00 

Brood sow 25.00 

Buildings: 

4-room house 1,250.00 

Repairs to cabin 75.00 

Sheds and outbuildings 600.00 

Total capital required 5,222.65 

Building requirements 1, 925. 00 

Working capital 3,297.65 

Local credit would take care of the 
financing of the beet hand labor and possi- 
bly living expenses with aid of income 
from dairy cows. The purchase of the 
cows could be handled through the Agri- 
cultural Credit Corporation. The bal- 
ance of the financing must come either 
through actual possession of cash or 
through the cooperation of some outside 
agency with available funds on long-term 
loans at a moderate rate of interest. The 
providing of such a credit fund is the chief 
need of this project to increase its earning 
power and assure settlement and pros- 
perity. 



"We are highly pleased with the NEW 
RECLAMATION ERA. It gets better every 
year. We prize it the highest of any 
of our Western farm papers." Arthur 
Gurley, Selah, Wash. 






'*.** /^-V 
>S -^ .T*> r*t f '.: 
'^ -'"'^ ' * 

| 

*:*". 




An acre plat of cucumbers 



54 



NEW RECLAMATION ERA 



April, 1928 



Financing Irrigated Farms 

Editorial appearing in the February 23, 1928, issue of the Morning Oregonian 



HAVING put water on arid land, the 
Government has only half finished 
the work of reclamation. In order to 
complete that work it should level, fence. 
and prepare the land for cultivation, 
build house and barn, select an experi- 
enced farmer to cultivate the farm one 
who has at least $2,000 capital make 
him a long-time loan of half the needed 
capital, provide expert advice on crops 
and cultivation, and organize settlers on 
each project into a cooperative associa- 
tion. Such is the substance of the con- 
clusions reached by the reclamation con- 
ference at Washington, and of several 
bills introduced in Congress with ap- 
proval of the conference, authorizing use 
of the reclamation fund as proposed. 

That plan is a radical departure from 
the public land-policy under which the 
West was settled by the pioneers, when 
the Government provided the land and 
the settler and his family provided every- 
thing else; but the agricultural public 
land has all been brought under cultiva- 
tion, and the man who wants a farm can 
buy one ready-made. That plan is also 
a decided departure from the original 
reclamation law, which authorized rec- 
lamation of public land and its sale 
to any person who established often 
a merely nominal residence and paid 
the annual water charges. Experience 
proved that some persons "settled" as 
a speculation, rented irrigated farms at 
high rates, and lived in adjoining towns, 
that renters usually failed to pay the 
Government's charges, and that there 



were far from enough actual settlers to 
occupy an entire project. The invest- 
ment in reclamation was not returned to 
the Government, and the reclamation 
fund revolved more slowly year by year 
with a prospect that it would stop. 

Commissioner Mead takes the prac- 
tical view that the work of reclamation 
is not completed until every farm on a 
project is occupied by a qualified farmer, 
equipped with all requisites for his in- 
dustry and producing from the soil the 
money that will pay for land, reclama- 
tion, and loans for equipping the farm. 
On several projects already reclaimed but 
only partly settled, the Government can 
get its money out only by putting more 
in, either by preparing farms for settle- 
ment or by loans to settlers. The pro- 
portion of private to public land that is 
included in a project has increased to 
half and sometimes more, and it is pro- 
posed that the Government buy this 
land at its unreclaimed value and sell it 
to selected settlers. 

By going so far in order to make arid 
land produce, the Government practices 
paternalism to a degree that will arouse 
serious objection from those who pin 
their faith to individualism as the chief 
source of American progress. But the 
Government has gone so far that its only 
way out is through by getting the land 
under production by farmers in the one 
way by which they can be induced to 
settle. Doctor Mead estimates that from 
$5,000 to $7,000 are necessary to establish 
a farmer in a home and to start him at 




Sugar-beet factory on the North Platte project, Nebraska-Wyoming 



farming. An experienced farmer with 
that much capital can buy a ready-made 
farm in a well-settled community with 
all the conveniences of civilization at 
hand. He must be offered something at 
least as good in order to be attracted to 
an irrigated farm. The attractions are 
high fertility of the soil and certainty of 
crops, independent of the whims of 
weather. Other things being equal, irri- 
gated farms should draw buyers, and the 
plan is to make other things equal. 

Other means have been proposed to ob- 
tain loans to start settlers farming, but 
all encounter obstacles. The States have 
been asked to cooperate by selecting and 
financing settlers, but they have not 
responded. Oregon spent much money 
in paying interest on irrigation district 
bonds, and is giving its officials much 
mental labor on schemes to get its money 
back. All the Western States are making 
large investments on highways and, with 
large parts of their area exempt from 
taxation because it is in the public do- 
main, they are not disposed to assume 
new liabilities. Private finance com- 
panies have been proposed, but they do 
not enter the field, probably because the 
best security for loans that they could 
obtain would be mortgages second to the 
Government's claim for reclamation. 
Federal farm land banks make loans only 
on farms already improved; therefore are 
barred from this field. It should be 
practicable, however, for the Reclamation 
Bureau after a farm is producing to com- 
bine its loan with the water charge, to 
transfer its mortgage to the farm land 
bank and to get its money back, while 
the farmer would continue payments 
through 36 years on the amortization plan. 

The end in view is to bring the whole 
area of a reclaimed tract under cultivation 
as soon as possible after water is on the 
land, and out of the produce to secure 
regular repayment in annual installments 
of the total cost of reclamation. It would 
be better to invest more in preparing land 
for settlers and in financing them than to 
permit projects to remain half settled by 
men whose burdens are increased by 
failure to settle the other half. The plan 
now recommended, if carefully worked, 
should keep the reclamation fund revolv- 
ing at .the full speed of the 40-year- 
payment plan, which means more recla- 
mation as long as the supply of feasible 
projects lasts. The Government's profit 
will consist in the amount of internal 
taxes paid by thousands of prosperous 
farmers and by the towns they would 
support in regions of which the sole prod- 
ucts have been sagebrush and greasewood. 



April, 1928 



NEW RECLAMATION ERA 



55 



Appropriations for the Bureau of Reclamation for the Fiscal Year Ending 

June 30, 1929 



THE following sums are appropriated 
out of the special fund in the Treas- 
ury of the United States created by the 
act of June 17, 1902, and therein desig- 
nated "the reclamation fund," Jo be 
available immediately: 

Commissioner of Reclamation, $10,000; 
and other personal services in the District 
of Columbia in accordance with "the 
Classification Act of 1923," $135,000; for 
office expenses in the District of Columbia, 
$23,000; in all, $168,000; 

For expenses, except membership fees, 
of attendance upon meetings of technical 
and professional societies required in con- 
nection with official work of the bureau, 
$2,000; 

For all expenditures authorized by the 
act of June 17, 1902 (Thirty-second 
Statutes, page 388), and acts amendatory 
thereof or supplementary thereto, known 
as the reclamation law, and all other acts 
under which expenditures from said fund 
are authorized, including not to exceed 
$165,000 for personal services and $30,000 
for other expenses in the office of the 
Chief Engineer, $25,000 for telegraph, 
telephone, and other communication serv- 
ice, $8,000 for photographing and mak- 
ing photographic prints, $50,000 for 
personal services, and $13,000 for other 
expenses in the field legal offices; exami- 
nation of estimates for appropriations in 
the field; refunds of overcollections and 
deposits for other purposes; not to ex- 
ceed $20,000 for lithographing, engrav- 
ing, printing, and binding; purchase of 
ice; purchase of rubber boots for official 
use by employees; maintenance and oper- 
ation of horse-drawn and motor-pro- 
pelled passenger-carrying vehicles; not 
to exceed $40,000 for purchase of horse- 
drawn and motor-propelled passenger- 
carrying vehicles; packing, crating, and 
transportation (including drayage) of 
personal effects of employees upon per- 
manent change of station, under regula- 
tions to be prescribed by the Secretary of 
the Interior; payment of damages caused 
to the owners of lands or other private 
property of any kind by reason of the 
operations of the United States, its 
officers or employees, in the survey, con- 
struction, operation, or maintenance of 
irrigation works, and which may be com- 
promised by agreement between the 
claimant and the Secretary of the In- 
terior, or such officers as he may desig- 
nate; payment for official telephone 
service in the field hereafter incurred in 
case of official telephones installed in 



Ad approved March 7, 1928 

private houses when authorized under 
regulations established by the Secretary 
of the Interior: Provided, That no part of 
said appropriations may be used for main- 
tenance of headquarters for the Bureau 
of Reclamation outside the District of 
Columbia except for an office for the 
chief engineer and staff and for certain 
field officers of the division of reclama- 
tion economics: Provided further, That 
the Secretary of the Interior in his ad- 
ministration of the Bureau of Reclama- 
tion is authorized to contract for medical 
attention and service for employees and 
to make necessary pay-roll deductions 
agreed to by the employees therefor: 
Provided further, That no part of any sum 
provided for in this act for operation and 
maintenance of any project or division 
of a project by the Bureau of Reclama- 
tion shall be used for the irrigation of any 
lands within the boundaries of an irriga- 
tion district which has contracted with 
the Bureau of Reclamation and which is 
in arrears for more than twelve months 
in the payment of any charges due the 
United States, and no part of any sum 
provided for in this act for such purpose 
shall be used for the irrigation of any 
lands which have contracted with the 
Bureau of Reclamation and which are in 
arrears for more than twelve months in 
the payment of any charges due from 
said lands to the United States; 

Examination and inspection of projects: 
For examination of accounts and inspec- 
tion of the works of various projects and 
divisions of projects operated and main- 
tained by irrigation districts or water- 
users' associations, the unexpended bal- 
ance of the appropriation for these pur- 
poses for the fiscal year 1928 is reappro- 
priated for the same purposes for the 
fiscal year 1929; 

For operation and maintenance of the 
reserved works of a project or division of 
a project when irrigation districts, water- 
users' associations, or Warren Act con- 
tractors have contracted to pay in ad- 
vance but have failed to pay their pro- 
portionate share of the cost of such 
operation and maintenance, to be ex- 
pended under regulations to be prescribed 
by the Secretary of the Interior, $75,000. 

Yuma project, Arizona-California: For 
operation and maintenance, $255,000; 
for continuation of construction of drain- 
age, $20,000; for continuation of con- 
struction of protective works at Picacho 
and unnamed washes, $30,000; in all, 



$305,000: Provided, That of the unex- 
pended balance of the appropriation of 
$200,000 for the Yuma auxiliary project, 
contained in the second deficiency act, 
fiscal year 1925 (Forty-third Statutes at 
Large, page 1330), $35,000 is hereby made 
available for the same purposes for the 
fiscal year 1929: Provided further, That 
not to exceed $25,000 from the power 
revenues shall be available during the 
fiscal year 1929 for the operation and 
maintenance of the commercial system; 

Orland project, California: For oper- 
ation and maintenance, $36,000: Pro- 
vided, That the unexpended balance of the 
appropriation of $605,000 for construction 
of Stony Gorge Reservoir, contained in 
the act making appropriations for the 
Department of the Interior for the fiscal 
year 1928 (Forty-fourth Statutes at 
Large, page 934), shall remain available 
for the fiscal year 1929 for completion of 
construction; 

Grand Valley project, Colorado: For 
operation and maintenance, $50,000; 
continuation of construction, $25,000; in 
all, $75,000; 

Boise project, Idaho: For continuation 
of construction, Payette division, $400,- 
000: Provided, That of the unexpended 
balance of the appropriation for this 
project for the fiscal year 1927 there is 
reappropriated for operation and main- 
tenance, Payette division, $17,000; for 
investigations, examination and surveys, 
Payette division, $18,000; for continu- 
ation of construction, Arrowrock and 
Payette divisions, $75,000; 

Minidoka project, Idaho : For operation 
and maintenance, reserved works, $29,000; 
continuation of construction, $1,075,000: 
Provided, That not to exceed $50,000 from 
the power revenues shall be available 
during the fiscal year 1929, for the oper- 
ation of the commercial system; in all, 
$1,104,000; 

Minidoka project, American Falls Res- 
ervoir, Idaho: For operation and main- 
tenance, American Falls water system, 
$12,000; for acquiring rights of way, 
$5,000; construction of power plant, 
$550,000; in all, $567,000: Provided, 
That the unexpended balance of $700,000 
for construction of power plant, contained 
in the act making appropriations for the 
Department of the Interior for the fiscal 
year 1928 (Forty-fourth Statutes at Large, 
page 934), shall remain available for the 
same purpose for the fiscal year 1929; 

Milk River project, Montana: For 
operation and maintenance, $27,000; 



56 



NEW BECLAMATION ERA 



April, 1928 



continuation of construction, $17,000; in 
all, $44,000; 

Sun River project, Montana: For 
operation and maintenance, $19,500; 
continuation of construction, $1,139,500; 
in all, $1,159,000: Provided, That not to 
exceed $25,000 of the appropriation for 
continuation of construction, Greenfields 
division, contained in the act of January 
12, 1927 (Forty-fourth Statutes at Large, 
page 934), shall remain available for 
drainage construction Greenfields division 
until June 30, 1929; 

Lower Yellowstone project, Montana- 
North Dakota: For continuation of 
construction of drainage system, $180,000; 

North Platte project, Nebraska-Wyo- 
ming: Not to exceed $75,000 from the 
power revenues shall be available during 
the fiscal year 1929 for the operation and 
maintenance of the commercial system; 

Newlands project, Nevada: Not to ex- 
ceed $100,000 of the appropriation of 
$125,000 for operation and maintenance 
contained in the act making appropria- 
tions for the Department of the Interior 
for the fiscal year 1928 (Forty-fourth 
Statutes, page 934) , is hereby made avail- 
able until June 30, 1929, for the recon- 
struction of the Truckee Canal; 

Carlsbad project, New Mexico: For op- 
eration and maintenance, $50,000; 

Rio Grande project, New Mexico- 
Texas: For operation and maintenance, 
$350,000; continuation of construction, 
$80,000; in all, $430,000: Provided, That 
the unexpended balance of the appro- 
priation of $400,000 for continuation of 
construction, contained in the act mak- 
ing appropriations for the Department of 
the Interior for the fiscal year 1928 
(Forty-fourth Statutes at Large, page 
934), shall remain available for the same 
purposes for the fiscal year 1929; 

Owyhee project, Oregon: For continu- 
ation of construction, $2,000,000; 

Umatilla project, Oregon: For opera- 
tion and maintenance of reserved works, 
$5,000 of the unexpended balance of the 
appropriation for this project for the fis- 
cal.; year 1927 shall be available for the 
fiscal year 1929, and the remainder of 
said unexpended balance shall be turned 
back to the reclamation fund upon the 
approval of this act; 

Baker project, Oregon: The unexpend- 
ed balance of the appropriation for this 
project for the fiscal year 1928 is reap- 
propriated and made available for the 
same purpose for the fiscal year 1929; 

Vale project, Oregon: For operation 
and maintenance, $6,000; continuation of 
construction, $744,000, of which amount 
not more than $150,000 shall be available 
for the purchase of a proportionate inter- 
est in the existing storage reservoir of 



the Warm Springs project; in all, 
$750,000; 

Klamath project, Oregon-California: 
For operation and maintenance, $35,000; 
continuation of construction, $206,000; 
for refunds to lessees of marginal lands, 
Tule Lake, which lands because of flood- 
ing could not be seeded prior to June 1, 
1927, and/or June 1, 1928, $30,000; in 
all, $271,000; 

Belle Fourche project, South Dakota: 
For continuation of construction, $250,000; 

Salt Lake Basin project, Utah, first di- 
vision: For construction of Echo Reser- 
voir and Weber-Provo Canal, $1,750,000; 

Yakima project, Washington: For op- 
eration and maintenance, $288,000; con- 
tinuation of construction, $500,000; in 
all, $788,000; 

Yakima project (Kittitas division), 
Washington: For continuation of con- 
struction and operation and maintenance, 
$1,500,000: Provided, That the unex- 
pended balance of the appropriation of 
$2,000,000 contained in the act making 
appropriations for the Department of the 
Interior for the fiscal year 1928 (Forty- 
fourth Statutes at Large, page 934), shall 
remain available during the fiscal year 
1929; 

Riverton project, Wyoming: For oper- 
ation and maintenance, $30,000; contin- 
uation of construction under force ac- 
count, $400,000, together with the un- 
expended balance of the appropriation for 
this purpose for the fiscal year 1926, 
which is hereby reappropriated : Provided, 
That not to exceed $20,000 from the 
power revenues shall be available during 
the fiscal year 1929 for the operation and 
maintenance of the commercial system; 
in all, $430,000; 

Shoshone project, Wyoming: For con- 
tinuation of construction of drainage, Gar- 
land division, $115,000; Frannie division, 
$20,000; WiUwood division, $25,000; in 
all, $160,000: Provided, That of the un- 
expended balance of the appropriation 
for this project for the fiscal year 1927 
there is reappropriated for operation and 
maintenance of the Frannie division, 
$11,000; and of the Willwood division, 
$10,000; in all, $21,000: Provided further, 
That not to exceed $20,000 from the 
power revenues shall be available during 
the fiscal year 1929 for the operation and 
maintenance of the commercial system; 

Secondary projects: For cooperative 
and general investigations, $75,000; 

For investigations necessary to deter- 
mine the economic conditions and financial 
feasibility of new projects and for inves- 
tigations and other activities relating to 
the reorganization, settlement of lands, 
and financial adjustments of existing proj- 
ects, including examination of soils, classi- 
fication of land, land-settlement activities, 



including advertising in newspapers and 
other publications, and obtaining general 
economic and settlement data, $75,000: 
Provided, That the expenditures from this 
appropriation for any reclamation project 
shall be considered as supplementary to 
the appropriation for that project and 
shall be accounted for and returned to 
the reclamation fund as other expenditures 
under the reclamation act; 

Under the provisions of this act no 
greater. sum shall be expended, nor shall 
the United States be obligated to expend 
during the fiscal year 1929, on any 
relcamation project appropriated for here- 
in, an amount in excess of the sum herein 
appropriated therefor, nor shall the whole 
expenditires or obligations incurred for 
all of such projects for the fiscal year 1929 
exceed the whole amount in the "reclama- 
tion fund" for the fiscal year; 

Ten per centum of the foregoing 
amounts shall be available interchange- 
ably for expenditures on the reclamation 
projects named; but not more than 10 
per centum shall be added to the amount 
appropriated for any one of said projects, 
except that should existing works or the 
water supply for lands under cultivation 
be endangered by floods or other unusual 
conditions an amount sufficient to make 
necessary emergency repairs shall become 
available for expenditure by further trans- 
fer of appropriation from any of said 
projects upon approval of the Secretary 
of the Interior; 

Whenever, during the fiscal year end- 
ing June 30, 1929, the Commissioner of 
the Bureau of Reclamation shall find that 
the expenses of travel, including the local 
transportation of employees to and from 
their homes to the places where they are 
engaged on construction or operation 
and maintenance work, can be reduced 
thereby, he may authorize the payment 
of not to exceed 3 cents per mile for a 
motor cycle or 7 cents per mile for an 
automobile used for necessary official 
business; 

Total, from reclamation fund, $12,644,- 
000. 

To defray the cost of operating and 
maintaining the Colorado River front 
work and levee system adjacent to the 
Yuma Federal irrigation project in Arizona 
and California, subject only to section 
4 of the act entitled "An act authorizing 
the construction, repair, and preservation 
of certain public works on rivers and 
harbors, and for other purposes," ap- 
proved January 21, 1927 (Forty-fourth 
Statutes, page 1010), $100,000, to be 
immediately available. 

For investigations to be made by the 
Secretary of the Interior through the 
Bureau of Reclamation to obtain necessary 
information to determine how arid and 



April, 1928 



NEW RECLAMATION ERA 



57 



semiarid, swamp, and cut-over timber- 
lands in any of the States of the United 
States may be best developed, as author- 
ized by subsection R, section 4, second 
deficiency act, fiscal year 1924, approved 
December 5, 1924 (Forty-third Statutes, 
page 704), including the general objects 
of expenditure enumerated and permitted 
in the fourth paragraph in this act under 
the caption "Bureau of Reclamation," 
and including mileage for motor cycles 
and automobiles at the rates and under 
the conditions authorized herein in con- 
nection with the reclamation projects, 
$15,000. 



Reclamation Dams 
To Be Examined 

Secretary Work is having all storage 
dams under the jurisdiction of the 
Interior Department on reclamation 
projects and on Indian reservations 
examined to determine their safety. 
Those that would endanger human life, 
if they were to break, are being ex- 
amined first. There are some 50 stor- 
age reservoirs under the control of the 
Department of the Interior, located at 
various points in the West, which are 
used principally for irrigated agricul- 
ture, ranging from small capacity to as 
much as 2,600,000 acre-feet in the case of 
Elephant Butte Dam in New Mexico. 



Appropriations available, fiscal year 1929 (act of March 7, 1928) 



ings. 
Eiamii 
Operat: 
Yuma. 
Yumas 
Orland. 
Grand 
Boise. 
Minid 
Minid 
Milk 1 
Sun R 
Lower 
North 
Newla 
Carlsb 
RioGi 
Owyhee. 
Umatil' 
liaker. 
Vale.. 
Klam 
Belle 
Salt I 
Yakima- 



Project or office 


Direct 


Estimated 
unexpend- 
ed balance 


Estimated p _ 
contrib- J w ,er 
uted funds "venues 


Total 


amation fund: 
ington Office 


$168,000 






$168,000 


dance at technical and professional meet- 


2 000 






2 000 


ination and inspection of projects 




$15 000 




15 000 


tion and maintenance of reserved works. . 


75,000 






75,000 


i . 


305,000 




$25 000 


330 000 


i auxiliary 




35 000 




35 000 


d 


36 000 


24,000 




1 1)110 


1 Valley 


75 000 






75 000 




400 000 


75 000 


$35 000 


510 000 


loka 


1, 104, 000 




80,000 50,000 


1,234,000 


loka American Falls 


567 000 


700 000 




1 267 000 


River .. 


44 000 




30 000 


74 000 


liver 


1, 159 000 


25 000 


10 000 


1 194 000 


r Yellowstone 


180 000 




70 000 


250 000 


L Platte 






40 000 75 000 


115 000 


ands 




100 000 




100 000 


bad 


50,000 






50 000 


rande 


430 000 


150 000 


150 000 


730 000 


lee 


2, 000, 000 






2 000 000 


ilia 




5 000 




5 000 


* 




440 000 




440 000 




750,000 






750 000 


ath 


271,000 




75,000 .. 


346,000 




250 000 




75 000 


325 000 




1,750 000 






1,750 000 


na 


788 000 






788 000 




1 500 000 


350 000 




1 850 000 


ton 


430 000 


180 000 


20 000 


630 000 


one 


160,000 


21,000 


15, 000 20, 000 


216,000 


dary 


75,000 




20,000 


95,000 


)mic investments . . 


75,000 






75,000 












al 


12, 644, 000 


2, 120, 000 


600, 000 190, 000 


15, 554, 000 


neral Treasury: 
ado River front work . - 


100,000 






100,000 


semiarid, etc .. _. . . . 


16,000 






15,000 












al_ .. 


12, 759, 000 


2, 120, 000 


600, 000 190, 000 


15,669,000 








i 





Elephant Butte District 

Ma^es Large Payment 

Here is another instance of the ability 
of the water users on the Federal irriga- 
tion projects to meet their payments to 
the Government under the present con- 



tracts. The Elephant Butte Irrigation 
District on the Rio Grande Federal irri- 
gation project, New Mexico-Texas, has 
sent to the Bureau of Reclamation its 
check for $133,470 as payment in full of 
the construction charges of the district 
due March 1, 1928, being one-half of the 
total yearly charges of $266,940. 




Money-makers when properly cared for 



58 



NEW RECLAMATION ERA 



April, 1928 




fl *A. 
T $ 
--~. A V.~ tj? 



By Mae A. Schnurr, Secretary to the Commissioner and Associate Editor, New Reclamation Era 



Don't Leave the Windows Curtainless A II Summer 



WITH a good many housekeepers it is 
the custom to take down every 
window curtain in the house at the period 
of spring cleaning. After they have been 
laundered the curtains are put away until 
fall cleaning or some other traditional date 
permits them to go up again. In the 
meantime the windows remain bare and 
unattractive and rooms lose their charm. 
They are filled with the unobscured glare 
of summer sunshine, which, while tempt- 
ing in the first days of spring, is almost 
unbearable on hot days in many parts of 
the country. It helps to fade rugs and 
other furnishings. When privacy or sub- 
dued light is necessary the only course is 
to pull down the shades and incidentally 
to shut out most of the fresh air. 

Curtains undoubtedly need cleaning 
from time to time, but this old-fashioned 
idea of housekeeping has given way to 
the more modern idea that it is not neces- 
sary to make our homes bare, uncomfort- 
able, and ugly in order to have them clean. 
If the curtains used during the winter 
seem too elaborate or heavy for spring 
and summer, it would be a good plan to 
have a second set made of lighter, sheerer 
materials. They would be in harmony 



with fresh slip covers and gay-colored 
decorations. They would serve every 
necessary purpose of curtains, retain 
softness and charm in each room, and add 
to its comfort. Side draperies, valances, 
and unnecessary trimming could well be 
omitted. As the hot summer sun fades 
many fabrics, these might be made of 
plain cream or white material or of some 
guaranteed fast-colored fabric. Draw 
curtains would be useful. They could be 
pulled back at night to permit the maxi- 
mum circulation of air, and yet, when 
drawn, their texture would allow more air 
to penetrate into the room than a shade 
would. 

When need for economy makes it im- 
possible to have two sets of curtains, an 
all-year type of material can be selected 
that will stand the necessary wear and 
laundering required by double-duty 
curtains. 



How to Mal^e Curtains 

Before you buy your material it is a 
wise precaution to draw to scale the 
window to be curtained. Use a yardstick 




Measure with care when making curtains 



or folding ruler, as a tapeline may stretch, 
resulting in inaccurate measurements. 
Note the exact dimensions of the window 
on your drawing, and also the width of 
the trim and apron. Then sketch in 
lightly the kind of curtains you wish to 
have and decide whether or not they are 
suited to that type of window. If the 
window is very broad, you may not need 
a valance, since that emphasizes the hori- 
zontal lines; if the window is narrow and 
high, a valance and side draperies set far 
over at the edge of the trim will help to 
correct its proportions. 

Let us assume that you aie going to 
make glass curtains of scrim, marquisette, 
or net, with side draperies and a gathered 
valance of cretonne, unlined. They are 
to be shirred on a rod without a heading, 
as the valance hides the top of them. The 
measurement for their width is taken on 
the plan drawn to scale, on the part of 
the trim nearest the glass. Allow twice 
the width of the window in soft materials 
almost two breadths, usually. They 
should be just long enough to escape the 
sill. Glass curtains may have hems from 
\}/2 to 3 inches wide at the front and lower 
edges, and one-fourth-inch hems on the 
outside. A common rule is to add 9 
inches to the length of any finished cur- 
tain for hems, heading, and shrinkage, but 
since the glass curtains are to be run on 
rods through a casing at the top, without 
a heading, 2 inches less may be allowed. 

Each curtain length should be meas- 
ured and checked before any material is 
cut off. Before cutting, draw threads, if 
possible, to provide an accurate guide. 
Trim off all selvedges and put in the side 
hems, then the top and bottom hems. 
They should all be turned under the depth 
of the hem. Otherwise, when light shines 
through the curtains, an irregular line is 
seen inside the hem. A tuck should be 
taken just below the casing to allow for 
shrinkage when the curtain is laundered. 
Hems look better when put in by hand 
rather than by machine stitching, and 
will not draw. If there are many curtains 
to be made, however, machine stitching 
is advisable. 

Skimpy side draperies are not attrac- 
tive. Cretonne is usually 36 inches wide 
and you will need a length the full width 
of material for each side. Fifty-inch 
material may sometimes be split length- 
wise and finished with an extension hem. 



April, 1928 



NEW RECLAMATION ERA 



In estimating the length of the side 
draperies, measure from the top or middle 
of the upper trim to the bottom of the 
apron and add 9 inches for hems, casing, 
and shrinkage. If there is a decided 
pattern in the material, you must see that 
the pattern balances on each side before 
t he material is cut. A little extra yardage 
may have to be allowed for matching 
patterns. 

Measure and cut the side draperies with 
the same care as in making the glass cur- 
tains. Clip the selvedges at intervals of 
3 or 4 inches or trim them off. Turn a 
hem \ l /2 inches on the lengthwise edges 
and a 2 or 3 inch hem at the bottom. 
Make a casing at the top for the rod to 
run through, since there is to be a valance. 

The valance when finished is usually 
one-sixth of the length of the finished side 
draperies. Hem, heading, and casing 
allowances are added to this depth in 
calculating the material required. The 
length of the valance across the window 
is one and a half times the width of the 
window and side trim if the valance is 
gathered, twice that much if it is plaited. 
Make the valance in the same way as 
the curtains. 

Three rods will be needed for hanging 
these curtains, since the valance and side 
draperies should not be hung on the same' 
rod. The glass curtain must be set 
closer to the window than the other 
hangings. The neatness and general 
attractiveness of the finished curtains 
will depend on the way they are hung. 
Solid round rods which fit into sockets 
are desirable for glass curtains. Flat 
or round rods may be used for the over- 
draperies. 

All curtains should be pressed when 
finished. Avoid making crosswise folds 
in them or any unnecessary lengthwise 
creases. 

Curtains for a Casement 

Casement windows, either single or in 
groups, are picturesque and appropriate 
in both large and small houses. If well 
made they are charming and convenient, 
but they must be curtained so as not 
to interfere with their opening. 

The material of which the casement 
curtains are made is the same as that 
used for any other windows in the room, 
unless some special effect is desired. In 
a hall or alcove a casement may some- 
times be treated as an entirely separate 
decorative feature. If the living room 
has both casements and double sash 
windows, the material chosen for curtains 
must be adapted to both types of window, 
and to the atmosphere of the living room, 
whether formal and dignified or informally 
gay and cheerful. Plain fabrics such as 



poplin, pongee, rayon, silk and cotton 
mixtures, monk's cloth, heavy gauze, or 
casement cloth are good. Richly pat- 
terned cretonnes suit some living rooms 
if the walls are plain. They may be 
used as draw curtains for the casement 
and as side draperies for other windows. 
If the casement opens out, there is 
less chance of the curtains being in the 
way of the sash. Draw curtains can 
be pulled back to the extreme edge of 
the window frame when the casement is 
opened. If glass curtains must be used 
they should be hung from the upper 
casing so that they remain inside the 
room when the casement is unfastened. 
Otherwise they would soon be spoiled by 
rain and outdoor air. Side draperies 
and draw curtains should end on a line 
with the apron or sill. 



If the casement opens in, glass curtains 
may be shirred on rods at the top and 
bottom of the sash, or hung with rings 
from the top of it, so that they swing with 
the window. If a valance and side dra- 
peries are used with the opening-in case- 
ment, the valance must clear the top of 
the sash as it swings in. On the whole, 
draw curtains will be found best for case- 
ments. They are generally arranged in 
clusters of pleats on rings to be drawn back 
and forth on a solid rod by means of double 
cords passing over small pulleys. The 
illustration shows casement curtains of 
plain-colored pongee for the living room. 

All eggs for hatching should be uniform 
in shape and size, sound in shell, and of 
good size. No eggs weighing less than 2 
ounces should be used. 




Curtains for a casement 



60 



NEW RECLAMATION ERA 



April, 1928 



The Guernsey Power Plant, North Platte Project, Nebraska -Wyoming 

By H. F. McP/iail, Engineer. Denser Office 



THE Guernsey power plant is located 
on the North Platte River about 1J^ 
miles northwest of the town of Guernsey, 
Wyo., immediately below the Guernsey 
Dam. The dam is a sluiced gravel and 
rock fill structure approximately 105 feet 
high and 500 feet long and was constructed 
jointly to conserve and store water for 
irrigation purposes and to create a power 
head. 

The power head available will vary 
from a minimum of approximately 40 
feet to a maximum of 90 feet. The water 
surface on the upstream side of the dam 
is expected to vary about 40 feet and the 
tail-water elevation about 19 feet under 
normal conditions. Throughout the irri- 
gation season there are available for 
power purposes 3,000 or more second-feet 
of water, but during the nonirrigation 
season the water is limited to the natural 
flow in the river plus such small amounts 



as can be used without endangering the 
supply required for irrigation storage. 

The plant is designed for the ultimate 
development of 12,000 kv.-a., but at 
present a power tunnel and a power plant 
building designed only for the develop- 
ment of 6,000 kv.-a. have been constructed. 
Two 3,000 kv.-a. hydroelectric units have 
been installed. Additional development 
will require the construction of a second 
power tunnel and an extension of the 
present building. 

Power water is diverted from the 
Guernsey reservoir through a reinforced 
concrete inlet structure covered with a 
steel trash rack having a total area of 
approximately 5,000 square feet. The 
water is then led into a 20 by 15 foot 
rectangular concrete-lined tunnel, which is 
controlled by a 20 by 26 foot Stoney gate 
operating on a 45 slope. This gate is 
motor operated and can be closed from the 



power plant in case of emergency. The 
20 by 15 foot rectangular tunnel section 
after a short drop on a 45 slope enlarges 
to a 25-foot horseshoe section and joins the 
diversion tunnel originally built for the 
construction of the dam. The power 
water then passes through about 170 feet 
of the diversion tunnel to a point where 
the 12-foot diameter power tunnel starts, 
and it is contemplated in the ultimate 
development that a second power tunnel 
will take off at this same point. The 
diversion tunnel is plugged immediately 
below the point where the power tunnel 
starts and through the plug are three 
sluicing conduits each controlled by a 5 
by 5 foot hydraulically operated sluice 
gate, which will permit sluicing of any 
silt accumulation in the large tunnel and 
which will also serve to discharge irriga- 
tion water if so desired. 




GENERAL PLAN 

100 200 300 



POWER INTAKE 
AND^TRASH RACK 




Z0'x!6'- 
Penstock Sots . 



~/V>V/>\AV./ " " sW^t"' 

LONGITUDINAL SECT/ON -SOUTH SPILLWAY 



NORTH PLATTE PROJECT 
NEBR.-WYO. 

GUERNSEY DAM 
POWER DEVELOPMENT 



20-D-750 



23208 



April, 1928 



NEW RECLAMATION ERA 



61 



The 12-foot circular tunnel is about 
700 feet long and connects at its lower 
end with a plate steel penstock of the 
same diameter. This penstock divides 
into two 8 foot 6 inch diameter branches, 
one for each unit in the power plant. The 
penstock is anchored in the rock of the 
power tunnel and also by a large rein- 
forced concrete anchor over the wye sec- 
tion where it branches. This latter 
anchor also serves to support the 22-foot 
diameter by 85-foot high steel surge tank. 1 

At the end of each penstock, at the 
inlet of each turbine, is installed an 8-foot 
6-inch motor-operated butterfly valve, 
which allows either unit to be inspected 
or repaired without interfering with the 
operation of the other. Each turbine is 
rated at 3,400 horsepower at 65 feet head 
and is of the vertical-shaft, single-runner, 
spiral-casing type, with the plate steel 
casing embedded in solid concrete. The 
first turbine was manufactured by the 
S. Morgan Smith Co. and the second by 
the Newport News Shipbuilding & Dry 
Dock Co. The normal speed is 240 
r. p. m. Each unit is controlled by a 
Woodward oil-pressure type governor 
with motor-driven fly balls. Each gov- 
ernor is equipped with a control device 
which allows adjustment of the gate 
travel at high heads so as not to allow 
overloading the generator but still allow- 
ing full travel of the governor. 

Each generator is supported above its 
turbine by a cast-iron pit liner surrounded 



1 See article by R. E. Glover in the September, 1927, 
Issue of the NEW RECLAMATION ERA, p. 136. 



with reinforced concrete. The height is 
such as to place the top of the generator 
at about the elevation of the gallery floor 
of the plant and access to the exciters, 
which are direct-connected to and on top 
of the generators, is gained by a steel 
walkway from the gallery floor. Each 
generator is of the 2,300-volt, 3-phase, 
60-cycle, vertical, water-wheel driven type 
having a capacity of 3,000 kilovolt- 
amperes, or 2,400 kilowatts at 80 per cent 
power factor. Each exciter has sufficient 
capacity to excite its own generator plus 
10 per cent additional load. All electrical 
equipment in the plant was furnished by 
the General Electric Co. 

THE POWER PLANT BUILDING 

The power plant building is a rein- 
forced concrete structure approximately 
72J^ feet long, 50 feet wide, and 77 feet 
high from bottom of foundation to top of 
walls. The east wall of the plant is 
composed of structural steel members 
covered with an inside and outside layer 
of metal lath and plaster and all of such 
a nature that it can be readily removed 
when it is desired to enlarge the installa- 
tion. The main body of the plant con- 
sists of a single room running the entire 
length of the building and approximately 
32 feet wide by 40 feet high, which houses 
the two generating units. At the eleva- 
tion of the main floor of the building and 
extending away from the river are rooms 
15 feet wide and of various lengths which 
provide for a machine shop, a storage 
room, an oil room, a storage-battery room, 
and a shower bath, toilet, and lavatory. 



Immediately over these rooms and 12 
feet above the main floor elevation is a 
galley containing the switchboard room, 
the 2,300-volt switch room, and the office. 
On the roof over these rooms is the 33,000- 
volt switching apparatus. 

The voltage is raised from 2,300 
33,000 volts by two banks of oil-insulated, 
self-cooled, outdoor-type, single-phase 
transformers of 1,000 kv.-a. capacity 
each, which with one spare unit, are 
installed immediately back of and at the 
same elevation as the switchboard gal- 
lery. By means of a transfer car these 
transformers can be interchanged or 
brought into the main building for re- 
pairs. Two outgoing 33,000-volt circuits 
leave the plant, each being controlled by 
a 37,000-volt oil circuit breaker with a 
third breaker installed for connecting 
them on the 33,000-volt side if desired. 
Each line is protected against lightning 
by an oxide film type, 33,000-volt 
arrester. 

The main switchboard consists of nine 
panels and a swinging bracket. It con- 
tains all meters for measuring the various 
loads and all protective relays. All 
circuit breakers are controlled electrically 
from the main board. An auxiliary 
board of two panels placed behind the 
main board supports the generator field 
switches and high voltage relays. Light, 
power, and heat for the plant are all 
furnished from four 37H kv.-a. trans- 
formers installed in the rear of the main 
switchboard. A 30-ton traveling crane 
with a motor-operated hoist for handling 
the machinery, a small air compressor for 




Guernsey Dam, North Platte project, Nebraska-Wyoming 



62 



NEW RECLAMATION ERA 



April, 1928 




Guernsey power house, North Platte project, Nebraska-Wyoming 



Sugar Beets Grown on 
Projects in 1927 

Crop statistics recently compiled by the 
Bureau of Reclamation show that in 1927 
sugar beets were grown on 65,288 acres on 
13 Federal irrigation projects, producing 
743,201 tons of beets, an average of 11.4 
tons per acre. The crop was valued at 
$5,842,980, or $89.50 per acre. 

More than half of the total acreage in 
sugar beets was on the North Platte proj- 
ect, Nebraska-Wyoming, where 35,220 
acres were in this crop, producing 433,000 
tons of beets, valued at $3,410,000, or $97 
per acre. The highest yield per acre, 
amounting to 13.5 tons, was on the Mini- 
doka project in Idaho. The highest value 
per acre on projects having at least 1,000 
a,cres in the crop was on the Huntley 
project, Montana, amounting to $108. 

Statistical data concerning the crop are 
given in the accompanying table. 



general use around the plant, and a 
centrifugal oil purifier and dehydrator for 
conditioning transformer oil are also 
installed in the plant. 

The entire development was built under 
contract by the Utah Construction Co., 
with F. T. Crowe, superintendent, in 
charge of the work for the contractor and 
F. F. Smith, resident engineer for the 
Bureau of Reclaimation. 

SALE OF POWER 

The first unit of the plant was placed 
in service July 26, 1927, and has operated 
steadily since that time. The plant feeds 
into a power system covering all the 
territory adjacent to the North Platte 
River from Casper, Wyo., to Broadwater, 
Nebr., a distance of over 250 miles. 
Power is being sold at wholesale to the 
towns of Gering, Mitchell, Merrill, and 
Lyman, Nebr., and Torrington, Lingle, 
Fort Laramie, Guernsey, and Wheatland, 
Wyo.; to the Colorado Fuel & Iron Co. 
for use in connection with the operation 
of its iron mine at Sunrise, Wyo.; to the 
Mountain States Power Co. for distribu- 
tion in the towns of Yoder, Douglas, and 
Casper, Wyo.; and to the Western Public 
Service Co. for distribution in Scotts- 
bluff, Nebr., and other towns east of that 
point which are now served by this 
company. 



Project 


Area 


Yield 


Value 


Total 


Average 
per acre 


Total 


Per acre 


Grand Valley, Colo 


Acres 
1,225 
3,139 
3,223 
4,587 
619 
90 
3,439 
35,220 
1,073 
26 
6,021 
1,436 
5,190 


Tom 
12, 918 
32, 905 
43, 674 
55, 614 
6,136 
698 
34, 102 
433, 076 
3,262 


Tons 
10.5 
10.5 
13.5 
12.12 
9.9 
7.8 
10.0 
12.3 
3.0 


$101, 158 
213, 882 
332, 827 
494, 964 
42, 952 
6,584 
249, 034 
3, 410, 320 
25,280 
4,579 
403, 535 
86,899 
471,966 


$82. 57 
68.14 
103. 27 
108.00 
69.40 
62.56 
72.41 
97.00 
23.55 
176. 11 
67.02 
60.51 
90.94 


Uncompahgre, Colo 


Minidoka, Idaho 


Huntley, Mont 


Milk River, Mont 


Sun River, Mont 


Lower Yellowstone, Mont.-N. Dak 


North Platte, Nebr.-Wvo 


Newlands, Nev 


Rio Grande, N. Mex.-Tex 


Belle Fourche, S. Dak 

Strawberry Valley, Utah 


55, 660 
11,912 
53,244 


9.2 
8.3 
10.2 


Shoshone, Wyo 


Total and average 


65,288 


743, 201 


11.4 


5, 842, 980 


89.50 





One of the great troubles with the mar- 
keting of poultry in the United States is 
the excessive number of immature, 
scrawny chickens sent to market. 



Sugar beets grown on reclamation projects, 1927 



Citrus Fruit Grown on 

the Projects in 1927 

Citrus fruit was grown on 3,000 acres 
on three Federal irrigation projects in 
1927. The total yield amounted to 
50,550,000 pounds of fruit, an average of 
17,000 pounds per acre. The entire crop 



was valued at $1,550,000, or an average 
of $520 per acre. 

Most of the crop was grown on the 
Salt River project, Arizona, where 2,302 
acres produced 48,342,000 pounds of fruit 
valued at $1,450,260, or $630 an acre. 

The following table gives, by projects, 
statistics concerning the citrus crop: 



Citrus fruit grown on reclamation projects, 1927 



Project 


Area 


Yield 


Value 


Total 


Average 
per acre 


Total 


Per acre 


Salt River, Ariz 


Acres 
2,302 
1 
382 
296 


Pan nda 
48, 342, 000 
4,000 
1,042,341 
1, 161, 600 


Pounds 
21,000 
4,000 
2, 732 
3,924 


$1, 450, 260 
150 
48, 938 
50,336 


$630. 00 
150.00 
128.28 
170. 05 


Yuma, Ariz.-Calif 


Yuma auxiliary (Mesa) l 


Orland, Calif. . 


Total and average 


2,981 


50, 549, 941 


16, 957 


1, 549, 684 


520.00 




' Young trees not in full bearing. 



April, 1928 



NEW KECLAMATION ERA 



63 



Reclamation Policy in Russia 

By Prof. J. A. Mirtoff, Director, Russian Bureau of Agricultural Information, New York., N. Y. 



THE problem of colonizing unsettled 
lands and supplying them with 
irrigation water is a very important one 
for Russia for the following reasons: 

(a) The national economy of Russia 
has completed its period of reestablish- 
ment and has now come to the reconstruc- 
tion period on the basis of the industriali- 
zation of the country as a whole, and the 
industrialization of agriculture in par- 
ticular. The country has to face a prob- 
lem of commercializing agriculture and 
of extending both domestic and foreign 
markets. To obtain these results it is 
necessary to increase the area of the 
national domain; that is, to bring under 
cultivation numerous areas of unsettled 
lands. 

(b) Parallel with the growth of the 
productive forces of national economy in 
Russia there can be observed in several 
sections of the country a surplus of 
agricultural labor. This surplus labor, 
not finding any employment in the vil- 
lages, is drifting to the cities to swell the 
ranks of the unemployed. The country 
has to face the problem of giving rational 
employment to the surplus labor of the 
villages. This problem can be solved by 
colonizing the unoccupied lands as well 
as by other measures designed to increase 
the productivity of labor by increasing the 
efficiency and intensity of agriculture. 

UNOCCUPIED LAND 

The exact area of unoccupied lands in 
Russia is, unfortunately, unknown, as a 
complete land survey has never been 
made in Russia. According to the avail- 
able and entirely incomplete data the 
total area available for colonization in 
the Union of Socialistic Soviet Republics 
can be estimated as follows: 

In the European part of Russia the 
total area of unoccupied lands is about 
24,000,000 acres. Part of this land is 
used by several tribes such as reindeer 
herdsmen. This area, is comparatively 
speaking, small and part of it is already 
settled. The main problem here is to 
assist in the settlement of the native 
population. 

The semifrozen marshes, or "tundra," 
which start at the border of Finland and 
extend as far as the Okhotsk Sea, have an 
approximate area of about 900,000,000 
acres. This territory, at present occupied 
by small nomadic tribes of reindeer 
herdsmen, is rather a difficult proposition 
for agricultural purposes. The long dis- 
tance from markets, the total absence of 
means of communication, and the wilder- 



ness of this area demand enormous re- 
sources and expenditure of labor for 
subjugating this land to cultivation. 
This immense territory must be excluded 
from immediate cultivation. 

Prairie and forests, known as "taiga," 
occupy about 2,500,000,000 acres. Part 
of this area, located in European Russia, 
is quite thickly populated in the valleys 
of its principal rivers. The plateaus 
between the rivers, however, are almost 
entirely unused. The problem is to 
convert these river plateaus into agricul- 
tural lands. 

According to investigations made dur- 
ing various periods, it has been ascer- 
tained that the natural conditions of this 
territory will permit agricultural opera- 
tions in latitudes up to 60 and in some 
places up to 54. Keeping within the 
limits of the above latitudes, the area of 
suitable lands will amount to 90,000,000 
acres. From the above there are located: 

Acres 

In European Russia 6, 000, 000 

In Siberia 54, 000, 000 

In thje Far East 30, 000,000 

The reclamation of the "taiga" entails 
many obstacles, as it will require immense 
capital to build roads, drain swamps, and 
to stump the cut-over lands. 

The Khirgis Republic has about 90,- 
000,000 acres of unoccupied land which 
is composed of the so-called "Khirgis 
Steppes." 

Turkestan has about 18,000,000 acres, 
from which about 9,000,000 acres if put 
under irrigation could be used for cotton 
growing and the balance for grain growing. 

In the pre-war period the total area 
sown to cotton was about 1,440,000 acres. 
The cotton yield from the above area was 
504,000,000 pounds per annum. The con- 
sumption of cotton in pre-war times was 
about 1,008,000,000 pounds per annum. 
The irrigation, therefore, of 9,000,000 
acres of additional land would increase 
the cotton yield five times, thus covering 
not only all requirements of the domestic 
market but bearing also a surplus for 
export. 

SETTLEMENT PLANS 

The physical difficulties in reclaiming 
the above-mentioned unoccupied terri- 
tories, also lack of financial resources for 
colonization work on a large scale, compel 
the Government of Russia to go slowly 
and gradually in its work of converting 
these waste lands into tillable farms. 
For the immediate 10-year period (1927- 
1935), the Government of Russia has 



made the following tentative colonization 

plan: 

Persons 

Far East 1, 250, 000 

Siberia 2,000,000 

Ural Province 500,000 

Volga Province 264, 000 

Northern Caucasus 200,000 

Northern European part of 

R. S. F. S. R 500,000 



Total 4,714,000 

In connection with water communica- 
tions in the territories to be colonized 
(Lena, Enissei, Obi, Pechora, northern 
Dvina and Amur with their tributaries) 
the Government of Russia is planning to 
use dredging machinery for the purpose of 
deepening and cleaning the river channels, 
the building of locks, docks, etc. These 
have been worked out on a definite annual 
appropriation schedule. Much to my 
regret I do not have these figures on hand. 

The average length of railroads in 
Russia is about one-fourtieth of a kilo- 
meter per capita, or 0.0031 kilometer per 
hectar. For every kilometer of railroad 
to be constructed it is customary to 
survey 2 kilometers; that is, 50 per cent 
of the survey is made on various projects, 
which are eventually abandoned. The 
cost of building a kilometer of railroad 
exclusive of rolling stock and stations in 
the Far East is estimated at 4,500 rubles, 
and in all other sections 3,000 rubles. 
The capital repairs are figured at 800 
rubles a kilometer and the cost of survey- 
ing 30 rubles a kilometer. 

COLONIZATION EXPENSES 

The expenses for opening up land for 
colonization are estimated as follows: In 
the Far East, 750 rubles per farmstead; 
;n Siberia and the Urals, 700 rubles; and 
in the steppe district, 300 rubles. In 
addition to the above expense, 150 rubles 
is added per farmstead for cultural and 
economic needs of the settler (schools, 
hospitals, mails). 

The following credits are to be granted 
to settlers: In Sakhalin, 600 rubles; in 
the Far East, 500 rubles; and in all other 
sections, 400 rubles per farmstead. 

Besides, every settler must have his 
own capital for equipment; in Siberia at 
least 500 rubles is required; in other 
sections slightly different amounts. 

Every settler will be granted special 
privileges: (a) For traveling he will pay 
only one-fourth of the railroad fare and 
his children will be carried free; (b) com- 
plete exemption from all taxes during the 
first three years after settlement. 



64 



NEW BECLAMATION ERA 



April, 1928 



Reclamation Organization Activities and Project Visitors 



DR. ELWOOD MEAD, chairman, and 
Miss Mae A. Schnurr, secretary of 
the American Section of the International 
Water Commission, spent the first half 
of March in consultation with the mem- 
bers of the Mexican section of the com- 
mission, visiting a number of places in 
California, Arizona, and Texas in con- 
nection with their study of conditions. 
Doctor Mead then left for Los Angeles 
on the St. Francis dam investigation. 
Miss Schnurr returned on March 22. 



P. W. Dent, Assistant Commissioner 
of Reclamation, has been the Acting 
Commissioner of the bureau during the 
absence of Doctor Mead. 



J. E. Overlade, employed in the 
accounting division of the Washington 
office, has been designated a fiscal in- 
spector, and left for the field the latter 
part of February. 



R. C. Walber, former chief clerk of the 
Belle Fourche project, has been transferred 
to the accounting division of the Wash- 
ington office. 

Consulting Engineers D. C. Henny, 
Charles H. Paul, and A. J. Wiley, and 
Construction Engineer F. A. Banks met 
recently in the Denver office to consider 
designs for five different types of dam, 
comprising three arch studies and two 
gravity studies, for the Owyhee project, 
the type recommended being the heavy 
arch or so-called arch-gravity type. 



Dr. Fredrik Vogt, a fellow of the Uni- 
versity of Norway, has entered on duty 
in the Denver office under temporary 
appointment as an associate engineer. 
His services will be utilized on research 
work pertaining to arch dams. 



Howard G. Knutson, clerk in the Den- 
ver office, broke his leg recently while 
skiing on Gennesse Mountain near Den- 
ver. 

B. O. Aylesworth, Colorado State 
Director of the Bureau of Markets, and 
Tom Howard, secretary-treasurer of the 
State Farmers Union, held a number of 
meetings recently on the Uncompahgre 
project for the purpose of interesting proj- 
ect farmers in the organization of farmers' 
unions. 



Recent visitors at Stony Gorge Dam, 
Orland project, were C. P. Williams, Los 
Angeles; J. L. Favela, engineer for the 
Mexican Government, Mexicali, Mexico; 
and Walter Ward, San Francisco. 



J. S. Pyeatt, president, and A. C. 
Shields, general manager of the Denver & 
Rio Grande Western Railroad, attended 
the recent "farmers' spree" and annual 
banquet given by the Delta Chamber of 
Commerce, Uncompahgre project. 



Doctor Mead to Study 
Failure of Dam 

Dr. Elwood Mead, Commissioner of 
Reclamation of the Department of the 
Interior, has been asked by the Los 
Angeles City Council to act as chair- 
man of a committee of engineers to 
investigate the cause of the breaking 
of the St. Francis Dam, Calif., con- 
structed by the city of Los Angeles for 
supplying water for domestic use. 
The Chamber of Commerce also is 
securing a list of engineers competent 
to pass on the question from the 
American Society of Civil Engineers, 
from which a committee can be ap- 
pointed to serve with Commissioner 
Mead. 



The board of directors of the Burley 
irrigation district, Minidoka project, have 
appointed George A. Haycock manager 
and Hugh L. Crawford engineer for the 
district. 



J. P. Fitzgerald, associate airways en- 
gineer of the Department of Commerce 
visited the Minidoka project recently to 
obtain data concerning suitable sites for 
a landing field. 



H. N. Bickel, chief clerk for several 
years at the American Falls office, has 
been transferred to the Owyhee project. 



E. E. Roddis, district counsel, was on 
the lower Yellowstone project recently to 
appear before the county commissioners 
of McKenzie County relative to obtaining 
the payment of interest and penalty on 
water charges which have been withheld 
by the county. 



W. F. Brooks, ditch rider on the Yuma 
Mesa, Yuma project, a disabled veteran 
of the World War, died recently of pneu- 
monia. 



John W. Cunningham, consulting en- 
gineer of Portland, Oreg., visited the 
Boise project recently in connection with 
discharge records of Southern Idaho 
streams. 



Recent visitors to the Arrowrock Dam, 
Boise project, were C. H. Paul, con- 
sulting engineer of Dayton, Ohio, who 
constructed the dam, and F. A. Banks, 
construction engineer of the Owyhee 
project. 

L. E. Mayhall, general superintendent 
of fish hatcheries for the State of Wash- 
ington, accompanied by Mr. Dunstan, of 
the department of fisheries and game, 
were recent visitors on the Yakima 
project. 



Lloyd J. Windle, clerk, has been trans- 
ferred from the North Platte project to 
the Shoshone project as bookkeeper, cost- 
keeper, and timekeeper. 

E. B. Debler, hydrographic engineer of 
the Denver office, spent several days on 
the Newlands project in connection with 
the report by A. N. Burch on upstream 
storage. 



L. R. Fiock, acting superintendent of 
the Rio Grande project, and L. C. Hill, 
consulting engineer, met recently with 
representatives of the El Paso Electric Co. 
and the board of the El Paso County 
Water improvement district No. 1 in 
regard to the proposed contract for Ihe 
sale of power at Elephant Butte Dam. 



J. W. Lawler, president, and J. A. 
McEachern, vice president of the General 
Construction Co., made an inspection re- 
cently of the work by their organization 
on the Owyhee project. 



Miss Marguerite B. Riswold, assistant 
clerk, has been transferred from the 
Huntley project to the Kittitas division 
of the Yakima project. 



George W. Sturm has been reelected 
president of the board of directors of the 
Orland Unit Water Users' Association, 
Orland project, California, for his eighth 
successive term. 

C.S. GOVIUNMENT PRINTING OFFICE :lIS 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 

HON. HUBERT WORK, SECRETARY OF THE INTERIOR 

E. C. Finney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Wasfilntlon. D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner Oeorge C Kreutzer, Director of Reclamation Economics 

W. F. Ktibach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCulIoch, Chief Clerk 
Denver. Colorado. Wilia BaiUlng 



R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L. Savage, Chief Designing Engineer; E. B. Debler, Hydrographic Engineer; 
L. N. McClellan, Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent. 


Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Fourche Newell, S. Dak 


F. C. Youngblutt... 
R. J. Newell 


J. P. Siebeneicher... 
W. L. Vernon 




Wm. J. Burke. 
B. E. Stoutemyer.. .. 


Mitchell, Nebr. 
Portland, Oreg 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Moutrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise 1 Boise, Idaho .- -- 




Carlsbad Carlsbad. N. Mex 


L. E. Foster 


W. C. Berger 


W. C. Berger 


H. J. S. Devries .. .. 




Grand Junction, Colo. 

Rnllnntino Mnnt 


J C Page 


\V J Chiesman 


C E Brodie 






E E Lewis 








King Hill" 3 Kins Hill. Idaho 


F. L. Kinkaid... 








Klamath 


Klamath Falls, Oreg.. 
Savage, Mont 
Malta, Mont 


H. D. Newell 


N. G. Wheeler 


Joseph C. A very 


R. J. Coffey... 
E. E. Roddis 


Lower Yellowstone 
Milk River 


H. A. Parker 


E. R. Scheppelmann 
E. E. Chabot 


I E. R. Scheppehnann 


H. H. Johnson 


E.E. Chabot 


do 


Minidoka * 


Burley, Idaho 


E. B. Darlington 


G. C. Patterson 


Miss A. J. Larson . . 


B. E. Stoutemyer 
R. J. Coffey . . -. 




Fallen, Nev 


A. W. Walker 


Erie W. Shepard 


Miss E.M.Simmonds 


North Platte fl 


Mitchell, Nebr 


II. C. Stetson 


Virgil E. Hubbell 


Virgil E. Hubbell 


Wm. J. Burke 






Calvin Casteel 


W. D. Funk 


N. D. Thorp 


B. E. Stoutemyer 
R. J. Cofley 


Orland 


Orland, Calif 


R. C.E.Weber.. 
F. A. Banks 


C. H. Lillingston... 


.. C.H. Lillingston 






H. N. Bickel 




B. E. Stoutemyer 
H. J. S. Devries 




El Paso, Tex. 


L R. Fiock 


V G. Evans 


L. S. Kennicott 




H D Com stock 


R. B. Smith 


R. B. Smith 


Wm. J. Burke 


Salt River : 




C. C. Cragin 










Powell Wyo 


L H Mitchell 


W. F Sha 




E. E. Roddis 




Pavson Utah 


Lee R Taylor 








Sun River I0 


Fairfield, Mont . - 


G. O. Sanford 
A C Houghton 


H. W. Johnson 


... H. W. Johnson 


E. E. Roddis 


Umatillau 






















L. J Foster 


U. H. Bolt -. 


II F. D. Helm 


J.R.Alexander. . .. 


Vale 


Vale, Oreg 


H. W. Bashore" 
P. J Preston 


C.M. Voyen 
R. K. Cunningham. 
H. R. Pasewalk 


_., C. M. Voyen 


B. E. Stoutemyer .. . 


Yakima 


Yakima, Wash 


J. C. Gawler 


do 






R M. Priest 


..| E. M. Philebaum 


R. J. Cofley 













Large Construction Work 



Salt Lake Basin Echo 


Coalville Utah F F Smith 


C. F. Williams 


C.F.Williams 


J. R. Alexander... 


Montrose, Colo. 


Dam. 

Kittitas 


Ellensburg, Wash Walker R. Young " .. 


E. R. Mills... 




B. E. Stoutemyer... 


Portland, Oreg. 






F. C. Lewis 


F C Lewis 


E. E. Roddis 


Billings, Mont. 


Dam. 


Stony Gorge Damsite, H. J. Gault 1! 


C. B. Funk 




R. J. Coffey 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1926. 

1 Operation of project assumed by Uuntley Project Irrigation District on Dec. 
31, 1927. 

3 Operation of project assumed by King Hill Irrigation District Mar, 1, 1926. 

4 Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1920, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

8 Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



; Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

' Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

' Operation of project assumed by Strawberry Valley Water Users' Association 
on Dec. 1, 1926. 

11 Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Uermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

" Construction engineer. 



Important Investigations in Progress 



Project 



Office 



In charge of 



Cooperative agency 











Middle Rio Grande 


Albuquerque, N. Mex. 




Middle Rio Grande conservancy district. 




Powell, Wyo .. 


I. B. Hosig 






Salt Lake City, Utah 


E. O. Larson 


State of Utah. 












o 
I 
in 



o 
i 

o 
i 
in 



RECLAMATION ERA 



VOL. 19 



MAY, 1928 



NO. 5 




A DAIRY HERD ON THE MILK RIVER PROJECT, MONTANA 




RECLAMATION 

'HE policy of reclamation is a success. 

The only remaining great West and the only 

remaining surplus of agricultural land in this 

country are the arid lands of the Western States. 

The richest lands in America, lacking only the 

application of Water to make them produce 

abundantly, have been kept there, no doubt, 

under some divine provision as a residuum 

awaiting the necessity for their development 

to constitute homes, rural life, and economic 

development for theStates in which they 

are located as well as for the 

entire Nation. ' 



HON. SAMUEL B. HILL 

Member of Congress from 
Washington 

V 



NEW RECLAMATION ERA 



HUBERT WORK 
SMrvUry at the Interior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 



BLWOOD MEAD 
Commiiimr, Horoaa of rUclimiUoi 



Vol. 19 



May, 1928 



No. 5 



Interesting High Lights on the Federal Reclamation Projects 



STONY GORGE DAM, under construc- 
tion on the Orland project, was 85.5 
per cent completed at the end of March. 
On March 26 Stony Creek flow reached 
a maximum of 12,000 second-feet, the 
greatest on record at the dam site. The 
flow was passed safely through two open- 
ings between buttresses No. 32 to 34 
with no resulting damage. 



RATHER more interest than usual is 
noted in cooperative marketing 
associations on the Grand Valley and 
Boise projects. Fruit growers are leading 
in this activity on the Boise project. 



THE office of the Idaho Wool Growers 
Association has been moved from 
Twin Falls to Burley, on the Minidoka 
project, R. C. Rich, of Burley, having 
been elected president. The association 
has a membership of about 600 and rep- 
resents an ownership of nearly 1,000,000 
sheep. 



TT IS estimated that almost a million 
* eggs were marketed from the Un- 
compahgre Valley during March by the 
newly organized Delta and Montrose 
Poultry Growers Cooperative Association, 
at a price 4 cents or more above what 
would have been realized without the 
services of the association. The five cars 
of about 500 cases each brought $12,000 
to the valley. The association also 
handled 17,000 pounds of poultry during 
the month. 



HT1HE Great Northern Railway has let 
* the contract for the construction of 
their Klamath Falls station at an esti- 
mated cost of $50,000. 



HE Klamath County agriculturist has 
received 33,000 trees from the State 
Forestry Nursery at Corvallis, Oreg., 
which have been distributed to Klamath 
project farmers. The shipment included 
black locust, green ash, Russian mulberry, 
Russian olive, black walnut, and Port 
Orford cedar. 

9992428 



rpHIRTEEN new families have been 
*- placed on the Chinook division and 
one on the Malta division of the Milk 
River project. Options have been ob- 
tained on 11 tracts in private ownership 
for sale to prospective settlers at reason- 
able prices on amortized payments over 
a period of 20 years. 



A MEETING was held recently at 
** Fairfield, Sun River project, under 
the supervision of the project superin- 
tendent and the county agent for the pur- 
pose of discussing a diversified farm pro- 
gram under irrigation with livestock as 
the principal means of disposing of grain 
and forage crops. The farmers realize 
that continued wheat growing will not 
give sufficient returns to make a com- 
fortable living and pay construction and 
operation and maintenance charges. 



HHHERE is considerable agitation on 
-- the North Platte project for the 
construction of a farmers' cooperative 
sugar factory. 

TJECENT tests by the United States 
-*' Department of Agriculture indicate 
that the dairy herds on the Newlands 
project are practically free from tuber- 
culosis. As a result, there is a brisk 
demand, particularly from California, foi 
producing cows. 



"DECENT developments indicate that 
" a pipe line from the Montana gas 
fields will be constructed in the near 
future to convey this fuel to the vicinity 
of the Belle Fourche project. The sur- 
veyed line runs east of Belle Fourche 
toward Rapid City, and it is planned to 
supply all communities where consump- 
tion will warrant the investment. 



SWIFT & Co. have expressed their in- 
terest in the possibilities of the cheese 
industry on the Belle Fourche project. 



\ MOVEMENT is on foot on the New- 
* lands project to form a branch of 
the Federal intermediate credit system 
connected with the Federal farm loan 
bank at Berkeley, Calif., the function of 
which will be to advance loans to dairy- 
men. 



WORK on the electrification of the 
Stillwater, Harmon, Soda Lake, 
and Sheckler districts, Newlands project, 
is progressing steadily. In addition to 
the advantages of lighting, most of the 
farmers are planning to capitalize the 
electrical power in making it do a large 
part of the farm work. 



E financial condition and credit of 
the Truckee-Carson Irrigation Dis- 
trict appear to be excellent. They have 
a standing offer from one of the local 
banks for all of their improvement district 
bonds at par plus accrued interest. 



E planting of Yuma Valley lands to 
paper shell pecans continues to gain 
favor among the water users. Several 
farmers are planning to plant small acre- 
ages to trees next year and others will 
plant this year if nursery stock can be 
obtained. 



rpWENTY acres of grapefruit trees were 
* planted on the Yuma Mesa during 
March and 15 additional acres were being 
leveled for planting. Five acres were 
being leveled for the headquarters of a 
new syndicate formed largely of local men 
who expect to plant a considerable acre- 
age this year and next. 



ON the Willwood division, Shoshone 
project, 63 farm applications have 
been filed and 25 entries completed. It 
is expected that all desirable units will 
have been taken by the first of June, and 
plans are being made to have the second 
opening sometime prior to the 1st of July. 

65 



NEW RECLAMATION ERA 



May, 1028 



The St. Francis Dam Failure 



From the report of the committee appointed by the city council of Los Angeles to investigate and report the cause of the failure of the St. 

Francis Dam 

By Dr. Elwood Mead, chairman; L. C. Hill; and Gen. Lansing H. Beach. Concurred in by D. C. Henny and R. F. Waller 



Los ANGELES, CALIF., 

March SI, 1928. 

To the CITY COUNCIL, 

Los Angeles, Calif. 

GENTLEMEN: This committee was 
formed pursuant to the following resolu- 
tion of the city council of Los Angeles: 

2500 (1928). MARCH 16, 1928. 

Mr. ELWOOD MEAD, 

Chief of Reclamation Service of the 
United Stales, Department of Interior, 
c/o Councilman Peirson M. Hall. 

DEAR SIR: This is to advise that at 
regular meeting of the city council held 
March 16, 1928, the following resolution 
presented by the water and power com- 
mittee, was adopted: 

Whereas the council has heretofore in- 
structed this committee to negotiate 
with Elwood Mead, Chief of Reclamation 
Service of the United States Department 
of Interior, to ascertain whether or not he 
would act as chairman of a committee of 
engineers to investigate the cause of the 
destruction of the St. Francis Dam; and 

Whereas, pursuant to said instruction, 
said committee has negotiated with said El- 
wood Mead, and has received his consent 
to act as chairman, and is informed that 
the Secretary of the Interior has author- 
ized his release from duty of the Depart- 
ment of the Interior for such purpose; 
and 

Whereas said resolution further in- 
structed this committee to secure from 
the American Society of Civil Engineers 
the names of competent engineers who 
would act upon said committee; and 

Whereas, your committee is informed by 
the Secretary of the American Society of 
Civil Engineers that said society, instead 
of submitting a list of names, would prefer 
to serve by collaborating with Elwood 
Mead as to the formation of said com- 
mittee; 

Now, therefore, be it resolved: That said 
Elwood Mead is hereby designated as 
chairman of a committee of engineers to 
investigate the cause of the destruction of 
St. Francis Dam, and 

Be it further resolved: That said Elwood 
Mead, as chairman, in collaboration with 
the American Society of Civil Engineers, 
be and he is hereby authorized to select 
an additional two members of said com- 
mittee. 

Respectfully, 

(Signed) ROBT. DOMINGUEZ, 

City Clerk. 

After communicating with Mr. George 
T. Seabury, secretary of the American 
Society of Civil Engineers, the chairman 
with Mr. Seabury's approval designated 
by you, selected as the other two mem- 
bers, Mr. Louis C. Hill, of Los Angeles, 
formerly supervising, now consulting en- 
gineer of the United States Bureau of 
Reclamation, who directed preparation of 



plans and construction of the Roosevelt 
and Elephant Butte Dams, and Maj. Gen. 
Lansing H. Beach, ex-Chief of Engineers, 
United States Army, under whose direc- 
tion the Wilson Dam at Muscle Shoals 
was built. By your authority Mr. D. C. 
Henny, of Portland, Oreg., formerly super- 
vising, now consulting engineer, United 
States Bureau of Reclamation, was en- 
gaged as investigator and consulting en- 
gineer to the committee. Mr. Raymond 
F. Walter, chief engineer, United States 
Bureau of Reclamation, having been de- 
tailed by the Secretary of the Interior to 
investigate for that branch of the Federal 
Government the cause of the failure of the 
dam, your committee has felt free to have 
him join it in its investigations and to take 
advantage of his experience in its investi- 
gations and discussions. 

All the parties named promptly visited 
the site of the dam, took samples of the 
concrete of which the dam was built 
and also secured specimens of the rocks 
upon which the dam founded, and care- 
fully examined all materials connected 
with the construction and which affect 
the stability of the structure. A descrip- 
tion of the samples taken and the results 
of the tests made of them are given in the 
report of the testing laboratory. 

The city council was requested by letter 
to furnish the committee certain data 
relative to the construction of the dam 
and other matters connected with its 
failure. The character of the data re- 
quested and the action taken by the 
council in regard to it are shown by the 
reply thereto under date of March 23, 
1928, and are as follows: 

MARCH 23, 1928. 
Mr. PEIRSON M. HALL, Chairman 
Water and Power Commission, 

City Hall, Los Angeles, Calif. 

DEAR SIR: The 16 questions submitted 
by Dr. Elwood Mead to your committee 
and referred to this department for atten- 
tion, are answered as follows: 

1. Q. Samples of concrete, from various 
blocks scattered along the canyon. These 
samples are to be tested for strength, 
weight per cubic foot and for absorption. 

A. These samples were taken yesterday 
(March 22) in the presence and under the 
instructions of Dr. Elwood Mead and 
Mr. Louis C. Hill, transported to the city 
and are now in their possession. 

2. Q. Samples of schist, taken from 
left abutment, from points where it 
adheres to the dam, and from the right 
abutment. These are to be tested for 
strength in compression, in shear, and 
for absorption. 

A. Samples of schist were obtained 
under the same circumstances as in ques- 



tion 1, and are now in Doctor Mead's and 
Mr. Hill's possession for test requested. 

3. Q. Samples of conglomerate taken 
from various points on the right abut- 
ment and tested both dry and wet for 
compressive strength. Samples are also 
to be immersed in water and after being 
wet and crushed a sieve analysis should be 
made, and an analysis made to determine 
the composition of this conglomerate. 

A. Samples of conglomerate have been 
taken and are now in Doctor Mead's and 
Mr. Hill's possession. 

4. Q. Record of recording gauge on 
dam during the period March 8, 1928, 
until after the accident. 

A. Photostat copy of recording gauge 
record was transmitted to Doctor Mead 
on March 22 by this office. 

5. Q. Plans of the dam. 

A. Blue prints of the dam are now in 
the possession of Doctor Mead and his 
committee. 

6. Q. Topographic map of the dam site 
before the work began. 

A. Topographic prints, etc., are also in 
Doctor Mead's possession. 

7. Q. Notes of resident engineer on 
foundation's condition as found during 
excavation for the dam. 

A. (See answer to question 8.) 

8. Q. Topographic map of the dam 
site or cross sections just before pouring. 

A. These records are now in Doctor 
Mead's possession, as shown by drawing 
1142. 

9. Q. All reports of the resident engi- 
neer during the construction of the dam. 

A. Block report now being made and 
will be furnished when same has been 
completed. 

10. Q. Report of the geologists, Pro- 
fessor Tolman, Dr. Robert T. Hill, and 
Dr. D. W. Murphy, on the geology of the 
foundation of the St. Francis Dam. 

A. Report of the geologists will be 
rendered by them. 

11. Q. Record of all seepages or leaks, 
both as to location and quantity, and 
time of starting. This record wants to 
be complete enough so that any changes 
in either the quantity or character of the 
seepage can be determined, and the time 
at which changes occurred. 

A. Record of all seepages and leaks has 
been transmitted and is now in Doctor 
Mead's possession. 

12. Q. What changes occurred in the 
widths of the openings of the contraction 
joints previous to the failure of the dam? 
This applies both to the cracks in the dam 
and in the abutment. Inspection shows 
that cracks in that portion of the dam 
along the ridge had been caulked with 
oakum, and that since these cracks were 
caulked the cracks had opened still wider 
than when originally caulked. Did the 
opening of these cracks occur before the 
dam failed, or afterwards, or at the time 
of failure? 

A. This question will be answered by 
Mr. Mulholland at an interview before 
the committee. 

13. Q. What work was done to take 
care of leakage along the dyke on the west 
side and when was the drain dug? 



NEW RECLAMATION ERA 



67 




St. Francis Dam, downstream face of standing section 



70 



NEW RECLAMATION ERA 



May, 1928 



45 or more and lying in such a direction 
that this dip is practically parallel to the 
east side of the canyon at the site of the 
dam. In fact it may be considered that 
it is the face of this rock which now forms 
the bank on this side. This cleavage 
extends over large areas along uniform 
planes from bottom to top and provides 
slippery sliding surfaces with small adher- 
ence, extremely favorable to the formation 
of large slides when undercut. This 
explains the extensive slides which have 
occurred at the east end of the dam. 

On the west bank of the canyon it is 
the edges of the layers which are exposed, 
permitting a greater penetration of water 
and perhaps a deeper decomposition with 
greater friability, but not the same tend- 
ency to slide as on the east side. The 
schist showed a compressive strength for 
the six samples tested of from 3,600 to 
11,000 pounds per square inch and it was 
found that samples soaked in water for 
10 minutes and for 24 hours developed no 
less strength than those tested dry, owing 
no doubt to the water-tightness of the 
material itself. 

Above this schist on the west bank is a 
mass of red material commonly called 
conglomerate on account of the consider- 
able number of pebbles and pieces of 
harder material imbedded in it. The line 
of separation between the schist and the 
red conglomerate is very clear and dis- 
tinct and forms what is geologically known 
as a dead fault. 

This red conglomerate is not uniform 
in character. It varies greatly in hard- 
ness as is shown by the manner in which 
the foundation is eroded. There are spots 
which are hard and resist the action of 
water, but the great mass when dry ap- 
pears to have the character of stone but 
when wet disintegrates rapidly to a slip- 
pery friable mass or even loses all shape 
even in a few minutes. A piece im- 
mersed in water gives out bubbles of air 
practically until the time of collapse, 
showing that it is thoroughly porous, the 
absorption amounting to 1.5 per cent of 
its weight. When wet in situ the surface 
is promptly changed to a slippery sub- 
stance as little able to keep anything 
standing upon it from sliding as can well 
be imagined. Three samples of this were 
tested dry; they broke at pressures of 
from 600 to 1,960 pounds per square 
inch, 2 samples were soaked in water for 
10 minutes and broke at 210 and 845 
pounds per square inch respectively, 
while 2 other samples, picked from points 
in the west hill side near the points from 
where the other samples were taken, were 
soaked in water for 24 hours and disin- 
tegrated into fine particles and sand 
grains and therefore could not be tested. 
A large number of additional samples 



were taken from various points in the 
west hill side under the dam base and 
submerged in water and all disintegrated 
within a few hours. 

The cementing material in the red con- 
glomerate consists of clay, iron oxides, 
and amorjftous silica. The clay and 
silica soften in the presence of water while 
the iron oxides dissolve. The conglom- 
erate readily absorbs water to the extent 
of about 1.5 per cent of its weight. The 
percolation of the water into the con- 
glomerate would soften the cementing 
material and would dissolve the gypsum 
which filled some of the fissures in the 
formation. The effect of softening or 
removing the binder would be to at once 
reduce the crushing strength of the mass 
and its ability to sustain the weight of the 
dam, and the effect of dissolving the slowly 
soluble gypsum which filled some of the 
fissures would be to open up these fissures 
and loosen the masses of material that 
are between them. It would also permit 
freer movement of water into and through 
the rock. If the water passing through 
these fissures carried with it gypsum in 
solution, the water would remain clear 
and would carry no evidence that it was 
washing away part of the foundation of 
the dam. 

As the leakage increased it might carry 
with it particles of the conglomerate on 
either side of the fissures, but in many 
cases this material contained so little clay 
or claylike material th'at the water would 
be reasonably clear on emerging from 
under the dam on the downstream side. 

The dam was inspected by Messrs. 
Mulholland and Van Norman on March 
12, 1928, and they both have informed 
the committee that they observed noth- 
ing abnormal at that time nor saw any- 
thing that could cause apprehension. 
The former, when asked if he knew any- 
thing concerning the reports which had 
gained some circulation to the effect that 
muddy water had been coming through 
the dam, stated that work was in progress 
upon the road on the south side, i. e., 
downstream side, of the hogback and 
that some of the earth moved had been 
allowed to slide into the seepage streams 
issuing from the wall, thus coloring them, 
but he was positive that all such streams 
were perfectly clear when they first 
appeared below the dam and were not 
unusual in amount of flow. They stated, 
however, that the amount of flow had 
increased from 7.6 miner's inches on 
February 29, 1928, to what they judged 
to be about 50 miner's inches. 

The height of water in the reservoir 
was registered by a self-recording Stevens 
gauge located upon that portion of the 
dam which was not destroyed, and its 
record has been preserved. 



From this record it is evident that the 
dam failed shortly after midnight of 
March 12-13, the structure being com- 
pletely destroyed, with the exception of 
one block from 80 to 100 feet long. 

So far as known no person now living 
saw the dam fail. A study of the gauge 
record indicates an increasing leakage 
past the dam for some hours and then a 
rapidly increasing fall of the water of 
the reservoir. It was some 25 to 30 
minutes from the time when the outflow 
began to be sufficient in amount to show 
upon the gauge until the flow reached 
10,000 cubic feet per second. After this 
time the outflow increased within a few 
minutes; it exceeded 600,000 cubic feet 
per second as block after block of the 
dam went out. The accompanying table 
shews the story of discharges as computed 
from the gauge and the capacity curve 
of the reservoir. 

Rate of flow based on fall of reservoir as 
shown by recording gauge in cubic feet 
per second 



Gauge time 


Least 
estimated 
flow 


Greatest 
estimated 
flow 


12:0 


300 


1 200 


12:20 


2 000 


4 000 


12:30 


10 000 


25 000 


12:35 


100 000 


150 000 


12:40 


400 000 


500 000 


12:50 


600 000 


700 000 









The very small time scale (0.1 inch=l hour) pre- 
cludes close or accurate estimates. 

The manner of failure apparently was 
that the first leak, however started, began 
under the concrete at that part of the 
dam which stood on the red conglomer- 
ate; this leak increased in volume as it 
scoured away the foundation material 
already greatly softened by infiltrated 
water from the reservoir which removed 
the support of the dam at this point, and 
since no arch action could occur by reason 
of yielding conglomerate abutment made 
failure of the dam inevitable. The water 
passing under the dam ran directly down 
the hillside toward the steep slope of the 
east bank, causing it to be undermined 
and to slide. It was such a slide of the 
bank which early produced the break in 
the transmission line of the Southern 
California Edison Co. and not the break- 
ing of the dam itself. 

This slide was followed by others, caus- 
ing the undermining of the east end of the 
dam. The sequence of failure is uncer- 
tain. With the undermining of the dam 
on both sides, section after section of the 
dam failed, leaving only the central sec- 
tion in place. 

The belief that the first break occurred 
on the west side is based on the fact that 
the foundation on that side was poorest, 



May, 1928 



NEW RECLAMATION ERA 



71 



and is confirmed by the fact that the por- 
tions of concrete which form this part of 
the dam have completely disappeared 
from the site, and immense broken 
blocks are found far down the stream, 
while with one exception the broken por- 
tions on the east side are more nearly in 
place and occupy positions which would 
indicate that this part of the dam failed 
by undermining rather than by the thrust 
of the impounded water. 

The scour is greater on the east side 
than on the west, as would be expected 
from the position of the lamination of the 
schist on the two sides. On the east a 
slight undermining would bring down a 
considerable slice of the hillside, the 
process being continuous as long as the 
destructive forces acted, while on the 



west, as soon as the softened portion had 
been swept away, material fairly resistant 
to erosion was encountered with no tend- 
ency of the material itself to slide. 

Triangulation upon the block still 
standing shows that its top moved down- 
stream about 0.7 foot and was slightly 
twisted, but it can not be stated positively 
that this has resulted from the thrust of 
the water or from the twisting effect pro- 
duced when the adjacent parts of the 
dam were torn loose or from a combina- 
tion of the two actions. 

CONCLUSION 

Your committee, having considered 
and examined all the evidence which it 
has been able to obtain to date, reports 
its conclusions as follows: 



1. The type and dimensions of the 
dam were amply sufficient if based on 
suitable foundation. 

2. The concrete of which the dam was 
built was of ample strength to resist the 
stresses to which it would be normally 
subjected. 

3. The failure can not be laid to move- 
ments of the earth's crust. 

4. The dam failed as a result of defec- 
tive foundations. 

5. This failure reflects in no way on the 
stability of a well-designed gravity dam 
properly founded on suitable bed rock. 

EL WOOD MEAD, Chairman. 

L. C. HILL. 

LANSING H. BEACH. 
We concur: 

D. C. HENNY. 
R. F. WALTER. 



Safety Measures Taken by Bureau in Constructing Irrigation Dams 

Illustrated by the precautions ta^en with the foundations for the Stony Gorge Dam now under construction on the Orland project, Calif. 



IN view of the recent failure of the St. 
Francis Dam in California, the pre- 
cautions taken by the Bureau of Recla- 
mation with the foundation on which will 
rest the Stony Gorge Dam are doubly 
interesting. The dam is being con- 
structed across Stony Creek about 8 
miles west of Fruto, Calif., and will store 
water for the Orland irrigation project. 
The structure will be of the buttressed 
type, with a reinforced-concrete face slab. 
It will have a maximum height of about 
120 feet above the stream bed and a crest 
length of about 900 feet. (See back page 
of cover.) 

TESTING THE FOUNDATION 
The foundation was tested by drilling 
10 holes varying in depth from 30 to 110 
feet, which disclosed a predominating 
stratum of pebble and bowlder conglom- 
erate having a thickness of about 75 feet. 
The rock upstream from the conglomerate 
stratum was found to consist almost 



entirely of sandstone, with a negligible 
amount of shale and an occasional thin 
stratum of conglomerate. Downstream 
the rock was shale interbedded with shaly 
sandstone and sandstone. 

GEOLOGICAL EXAMINATION 

Prof. Carton D. Hulin, a geologist of 
the University of California, made an 
examination of the site and submitted a 
report on its suitability for storage 
purposes from a geological standpoint. 
He found a fault line passing through the 
site along which seepage might occur, but 
which he said could probably be eliminated 
by grouting. He called attention to the 
possibility of a slight lateral movement, 
which he thought, however, highly im- 
probable; also the more serious possi- 
bility of a slight settling of the hanging 
wall of the fault, which might take place 
when loaded with the dam structure. 
The report stated that the sandstone and 



conglomerates were competent rocks as 
regards bearing strength, and that the 
shale downstream should be properly 
protected to prevent erosion. 

Mr. John L. Savage, designing engineer, 
Bureau of Reclamation, visited the site 
and after an examination of conditions 
reported as follows: 

The dam will be founded on conglom- 
erate or sandstone of good quality and 
the only defects in the foundation con- 
ditions are (a) the presence of a fault 
along the stream bed, and (6) the presence 
of shale interbedded with the sandstone 
downstream from the dam where erosion 
from spillway and outlet flow becomes a 
factor in the design. The fault where 
exposed to view in the immediate vicinity 
of the dam site is well cemented and shows 
no evidence of recent movement. By 
thoroughly grouting about 200 feet of the 
fault where crossed by the dam, all leak- 
age can be stopped and the possibility of 
settlement along the fault reduced. The 
designs should provide for grouting at 
10-foot intervals along the fault with 
holes 30 feet deep. The dam should be 



m* 

IGINAL GROUND SURMCf V 




Downstream elevation of Stony Gorge Dam, showing depth of cut-off trench and depth and spacing of grout holes 



70 



NEW RECLAMATION ERA 



May, 1928 



45 or more anil lying in such a direction 
that this dip is practically parallel to ilic 
east side of the canyon at tlu> .-ite of the 
dam. In fact it ina\ I < considered that 
it is the face of this rock which now forms 
the bank on this side. This cleavage 
extends over large areas along uniform 
planes from bottom to top and provides 
slippery sliding surfaces \\iih small adher- 
ence, extremely favorable to the formation 
of large slides when undercut. This 
explains the extensive slides which have 
occurred at the east end of the dam. 

On the west bank of the canyon it is 
the edges of the layers which are exposed, 
permitting a greater penetration of water 
and perhaps a deeper decomposition with 
greater friability, but not the same tend- 
ency to slide as on the east side. The 
schist showed a compressive strength for 
the six samples tested of from 3,600 to 
11,000 pounds per square inch and it was 
found that samples soaked in water for 
10 minutes and for 24 hours developed no 
less strength than those tested dry, owing 
no doubt to the water-tightness of the 
material itself. 

Above this schist on the west bank is a 
mass of red material commonly called 
conglomerate on account of the consider- 
able number of pebbles and pieces of 
harder m'aterial imbedded in it. The line 
of separation between the schist and the 
red conglomerate is very clear and dis- 
tinct and forms what is geologically known 
as a dead fault. 

This red conglomerate is not uniform 
in character. It varies greatly in hard- 
ness as is shown by the manner in which 
the foundation is eroded. There are spots 
which are hard and resist the action of 
water, but the great mass when dry ap- 
pears to have the character of stone but 
when wet disintegrates rapidly to a slip- 
pery friable mass or even loses all shape 
even in a few minutes. A piece im- 
mersed in water gives out bubbles of air 
practically until the time of collapse, 
showing that it is thoroughly porous, the 
absorption amounting to 1.5 per cent of 
its weight. When wet in situ the surface 
is promptly changed to a slippery sub- 
stance as little able to keep anything 
standing upon it from sliding as can well 
be imagined. Three samples of this were 
tested dry; they broke at pressures of 
from 600 to 1,960 pounds per square 
inch, 2 samples were soaked in water for 
10 minutes and broke at 210 and 845 
pounds per square inch respectively, 
while 2 other samples, picked from points 
in the west hill side near the points from 
where the other samples were taken, were 
soaked in water for 24 hours and disin- 
tegrated into fine particles and sand 
grains and therefore could not be tested. 
A large number of additional samples 



were taken from various points in the 
west hill side under the dam base and 
submerged in water and all disintegrated 
within a few hours. 

The cementing material in the red con- 
glomerate consists of clay, iron oxides, 
and amorjfcous silica. The clay and 
silica soften in the presence of water while 
the iron oxides dissolve. The conglom- 
erate readily absorbs water to the extent 
of about 1.5 per cent of its weight. The 
percolation of the water into the con- 
glomerate would soften the cementing 
material and would dissolve the gypsum 
which filled some of the fissures in the 
formation. The effect of softening or 
removing the binder would be to at once 
reduce the crushing strength of the mass 
and its ability to sustain the weight of the 
dam, and the effect of dissolving the slowly 
soluble gypsum which filled some of the 
fissures would be to open up these fissures 
and loosen the masses of material that 
are between them. It would also permit 
freer movement of water into and through 
the rock. If the water passing through 
these fissures carried with it gypsum in 
solution, the water would remain clear 
and would carry no evidence that it was 
washing away part of the foundation of 
the dam. 

As the leakage increased it might carry 
with it particles of the conglomerate on 
either side of the fissures, but in many 
cases this material contained so little clay 
or claylike material th'at the water would 
be reasonably clear on emerging from 
under the dam on the downstream side. 

The dam was inspected by Messrs. 
Mulholland and Van Norman on March 
12, 1928, and they, both have informed 
the committee that they observed noth- 
ing abnormal at that time nor saw any- 
thing that could cause apprehension. 
The former, when asked if he knew any- 
thing concerning the reports which had 
gained some circulation to the effect that 
muddy water had been coming through 
the dam, stated that work was in progress 
upon the road on the south side, i. e., 
downstream side, of the hogback and 
that some of the earth moved had been 
allowed to slide into the seepage streams 
issuing from the wall, thus coloring them, 
but he was positive that all such streams 
were perfectly clear when they first 
appeared below the dam and were not 
unusual in amount of flow. They stated, 
however, that the amount of flow had 
increased from 7.6 miner's inches on 
February 29, 1928, to what they judged 
to be about 50 miner's inches. 

The height of water in the reservoir 
was registered by a self-recording Stevens 
gauge located upon that portion of the 
dam which was not destroyed, and its 
record has been preserved. 



From this record it is evident that the 
dam failed shortly after midnight of 
March 12-13, the structure being com- 
pletely destroyed, with the exception of 
one block from 80 to 100 feet long. 

So far as known no person now living 
saw the dam fail. A study of the gauge 
record indicates an increasing leakage 
past the dam for some hours and then a 
rapidly increasing fall of the water of 
the reservoir. It was some 25 to 30 
minutes from the time when the outflow 
began to be sufficient in amount to show 
upon the gauge until the flow readied 
10,000 cubic feet per second. After this 
time the outflow increased within a few 
minutes; it exceeded 600,000 cubic feet 
per second as block after block of the 
dam went out. The accompanying table 
shews the story of discharges as computed 
from the gauge and the capacity curve 
of the reservoir. 

Rate of flow based on fall of reservoir as 
shown by recording gauge in cubic feet 
per second 



Gauge time 


Least 
estimated 
flow 


Greatest 
estimated 
flow 


12:0 


300 


1 200 


12:20 


2 000 


4 ooo 


12:30 


10 000 


25 000 


12:35 


100 000 


150 000 


12:40 


400 000 


500 000 


12:50 


600 000 


700 000 









The very small time scale (0.1 inch = l hour) pre- 
cludes close or accurate estimates. 

The manner of failure apparently was 
that the first leak, however started, began 
under the concrete at that part of the 
dam which stood on the red conglomer- 
ate; this leak increased in volume as it 
scoured away the foundation material 
already greatly softened by infiltrated 
water from the reservoir which removed 
the support of the dam at this point, and 
since no arch action could occur by reason 
of yielding conglomerate abutment made 
failure of the dam inevitable. The water 
passing under the dam ran directly down 
the hillside toward the steep slope of the 
east bank, causing it to be undermined 
and to slide. It was such a slide of the 
bank which early produced the break in 
the transmission line of the Southern 
California Edison Co. and not the break- 
ing of the dam itself. 

This slide was followed by others, caus- 
ing the undermining of the east end of the 
dam. The sequence of failure is uncer- 
tain. With the undermining of the dam 
on both sides, section after section of the 
dam failed, leaving only the central sec- 
tion in place. 

The belief that the first break occurred 
on the west side is based on the fact that 
the foundation on that side was poorest, 



May, 1828 



NEW RECLAMATION ERA 



71 



and is confirmed by the fact that the por- 
tions of concrete which form this part of 
the dam have completely disappeared 
from the site, and immense broken 
blocks are found far down the stream, 
while with one exception the broken por- 
tions on the east side are more nearly in 
place and occupy positions which would 
indicate that this part of the dam failed 
by undermining rather than by the thrust 
of the impounded water. 

The scour is greater on the east side 
than on the west, as would be expected 
from the position of the lamination of the 
schist on the two sides. On the east a 
slight undermining would bring down a 
considerable slice of the hillside, the 
process being continuous as long as the 
destructive forces acted, while on the 



west, as soon as the softened portion had 
been swept away, material fairly resistant 
to erosion was encountered with no tend- 
ency of the material itself to slide. 

Triangulation upon the block still 
standing shows that its top moved down- 
stream about 0.7 foot and was slightly 
twisted, but it can not be stated positively 
that this has resulted from the thrust of 
the water or from the twisting effect pro- 
duced when the adjacent parts of the 
dam were torn loose or from a combina- 
tion of the two actions. 

CONCLUSION 

Your committee, having considered 
and examined all the evidence which it 
has been able to obtain to date, reports 
its conclusions as follows: 



1. The type and dimensions of the 
dam were amply sufficient if based on 
suitable foundation. 

2. The concrete of which the dam was 
built was of ample strength to resist the 
stresses to which it would be normally 
subjected. 

3. The failure can not be laid to move- 
ments of the earth's crust. 

4. The dam failed as a result of defec- 
tive foundations. 

5. This failure reflects in no way on the 
stability of a well-designed gravity dam 
properly founded on suitable bed rock. 

ELWOOD MEAD, Chairman. 

L. C. HILL. 

LANSING H. BEACH. 
We concur: 

D. C. HENNY. 
R. F. WALTER. 



Safety Measures TaJ^en by Bureau in Constructing Irrigation Darns 

Illustrated by the precautions ta^en with the foundations for the Stony Gorge Dam now under construction on the Orland project, Calif. 



IN view of the recent failure of the St. 
Francis Dam in California, the pre- 
cautions taken by the Bureau of Recla- 
mation with the foundation on which will 
rest the Stony Gorge Dam are doubly 
interesting. The dam is being con- 
structed across Stony Creek about 8 
miles west of Fruto, Calif., and will store 
water for the Orland irrigation project. 
The structure will be of the buttressed 
type, with a reinforced-concrete face slab. 
It will have a maximum height of about 
120 feet above the stream bed and a crest 
length of about 900 feet. (See back page 
of cover.) 

TESTING THE FOUNDATION 
The foundation was tested by drilling 
10 holes varying in depth from 30 to 110 
feet, which disclosed a predominating 
stratum of pebble and bowlder conglom- 
erate having a thickness of about 75 feet. 
The rock upstream from the conglomerate 
stratum was found to consist almost 



entirely of sandstone, with a negligible 
amount of shale and an occasional thin 
stratum of conglomerate. Downstream 
the rock was shale interbedded with shaly 
sandstone and sandstone. 

GEOLOGICAL EXAMINATION 

Prof. Carton D. Hulin, a geologist of 
the University of California, made an 
examination of the site and submitted a 
report on its suitability for storage 
purposes from a geological standpoint. 
He found a fault line passing through the 
site along which seepage might occur, but 
which he said could probably be eliminated 
by grouting. He called attention to the 
possibility of a slight lateral movement, 
which he thought, however, highly im- 
probable; also the more serious possi- 
bility of a slight settling of the hanging 
wall of the fault, which might take place 
when loaded with the dam structure. 
The report stated that the sandstone and 



conglomerates were competent rocks as 
regards bearing strength, and that the 
shale downstream should be properly 
protected to prevent erosion. 

Mr. John L. Savage, designing engineer, 
Bureau of Reclamation, visited the site 
and after an examination of conditions 
reported as follows: 

The dam will be founded on conglom- 
erate or sandstone of good quality and 
the only defects in the foundation con- 
ditions are (a) the presence of a fault 
along the stream bed, and (b) the presence 
of shale interbedded with the sandstone 
downstream from the dam where erosion 
from spillway and outlet flow becomes a 
factor in the design. The fault where 
exposed to view in the immediate vicinity 
of the dam site is well cemented and shows 
no evidence of recent movement. By 
thoroughly grouting about 200 feet of the 
fault where crossed by the dam, all leak- 
age can be stopped and the possibility of 
settlement along the fault reduced. The 
designs should provide for grouting at 
10-foot intervals along the fault with 
holes 30 feet deep. The dam should be 




Downstream elevation of Stony Gorge Dam, showing depth of cut-off trench and depth and spacing of grout holes 



72 



NEW RECLAMATION ERA 



May, 1928 



located to avoid as far as possible the 
crossing of the fault with the buttresses 
and to avoid crossing the fault with the 
spillway or outlet sections of the dam. 
The dam will be designed with contrac- 
tion joints between all buttresses and 
face slabs, which will insure a flexible 
structure much safer against damage 
from settlement or other movement along 
fault than would be the case with a dam 
of continuous construction. The presence 
of the softer rock downstream from the 
dam will necessitate concrete paving for 
about 50 feet below the spillway. 

REVIEW BY BOARD OF ENGINEERS 

The designs, estimates, and specifica- 
tions were reviewed by a board of en- 
gineers comprising A. J. Wiley and John 
L. Savage, who recommended that the 
Ambursen type of dam, if designed with 
contraction joints between all face slabs 
and buttresses, would constitute a rea- 
sonably flexible structure which would not 
be seriously damaged by any lateral 
movement along the fault line or a slight 
settling which might occur in the founda- 
tion rock. The board recommended that 
the fault be thoroughly grouted to insure 
against movement due to settlement. 

EXCAVATING THE FOUNDATION 

Great care was exercised in excavating 
for the foundation of the dam and outlet 
works, the excavation being made suffi- 
ciently deep to secure foundation on 
sound ledge rock, free from open seams 
or other objectionable defects. The foun- 
dations for the buttresses were carried 
below the surface of the sound bedrock 
and special precautions were taken to pre- 
serve the rock outside of and below the 



line of excavation in the soundest pos- 
sible condition. 

The surface of the rock foundation was 
left rough, so as to bond well with the 
concrete, and where necessary was cut 
to rough benches or steps to secure the 
required roughness. Special care was 
taken not to shatter or disturb the rock 
foundations unnecessarily. All loose frag- 
ments, spalls, dirt, and gravel were re- 
moved from rock surfaces to be covered 
with concrete. Immediately before plac- 
ing concrete on or against any rock 
surface, it was thoroughly cleaned. After 
cleaning and before placing concrete, all 
water was removed from depressions so 
that the surface could be thoroughly 
inspected and proper bond made with the 
foundation rock. 

GROUTING OPERATIONS 

The specifications under which con- 
tract was made with the Ambursen Dam 
Co. of New York City for construction of 
the dam provided for drilling grout holes 
in the bottom of the upstream cut-off 
trench at about 5-foot intervals, and at 
varying depths up to 40 feet. The esti- 
mated quantities were 7,000 linear feet of 
drilling and 1,500 cubic feet of pressure 
grouting. 

The pipes for grouting were also set 
over springs or crevices in the rock or 
other foundation defects wherever directed 
by the engineer in charge. As the work 
progresses, if leakage develops or the sur- 
rounding foundation indicates the ad- 
visability of additional grouting, it is 
proposed to drill holes through the con- 
crete into the underlying foundation. The 



grout was forced into each drilled grout 
hole and grout connection under a pres- 
sure of from 90 to 100 pounds per square 
inch. No grout hole or grout connection 
under the upstream cut-off wall was 
grouted until all concrete required in the 
wall within a distance of 50 feet was 
placed and set. 

Grouting operations were completed in 
December, 1927. In all 160 holes were 
drilled, of which 5 holes near the fault 
line took 156 sacks of cement. The other 
holes required but little more than the 
amount necessary to fill the drill hole and 
pipe. With all these precautions having 
been taken to insure a safe foundation, 
concrete is now being poured and up to 
April 1 about 35,135 cubic yards had 
been placed, which represents 81 per cent 
of the concrete for the whole structure. 



Contract Let for 

New Dam in Mexico 

Consul Frank Bohr, of Mexicali, Mex- 
ico, in a recent report states that the 
contract has been signed for the construc- 
tion of the Garcia dam on the Tia Juana 
River about 1 1 miles from Tia Juana. The 
dam is to be 255 feet high and will cost 
$1,500,000. The capacity of the reser- 
voir is estimated at 22,700 acre-feet. 
The stored water will be used for domestic, 
municipal, and power purposes and for 
the irrigation of about 7,000 acres of land 
in the vicinity of Tecate and Tia Juana and 
in the Esenada municipality as far south 
as Descanso. 




Jackson Lake, Wyo., a storage reservoir for the Minidoka project, Idaho 



May, 1928 



NEW RECLAMATION^ERA 



73 



Economic Notes From The Irrigation Projects 

Mint Growing On The Sunnyside Division, Yakima Project, Wash. 

By Maurice D. Scruggs, Irrigation Manager, Sunnyside Division 



A RECENT bulletin on peppermint, 
issued by the Washington State 
College and prepared by H. J. Jensen, 
M. S., of the State experiment station at 
Prosser, states: 

The growing of peppermint is undoubt- 
edly one of the most popular subjects dis- 
cussed by northwest farmers in the last 
two years. The oil was first produced 
commercially in New York, and then for 
years in the Indiana-Michigan district. 
In later years it has been shown that the 
mild winters and the long growing 
seasons and abundant sunshine, in certain 
sections of the Pacific northwest, are 
quite ideal for peppermint culture. So 
one might logically prophesy that the 
centralization of this industry is about 
to move west again. 

In 1915, only 15 acres of mint were being 
grown in the Pacific northwest. In 1927, 
3,500 acres were harvested. One of the 
original growers was W. J. Turnidge, 
located in the Willamette Valley, Oreg. 
In 1926, he came to the Yakima Valley 
seeking a more favorable location for 
mint growing. The heavy fall rains of 
the coast had proven a serious hazard to 
the crop. He put in 16 experimental 
plats, scattering them from Granger to 
Kennewick. The results from these small 
plantings, and further observations and 
study, convinced him that the Yakima 
Valley offered exceptional advantages for 



mint growing. He interested others in 
the crop and mint growing in the Yakima 
Valley was launched. 

The results for 1927 were again en- 
couraging. There were 20 growers, and 
26.5 acres, with an estimated 50 per 
cent stand, were harvested. The yield 
was 1,022 pounds, an average of 39 
pounds per acre. The minimum yield, 
from a very poor stand inadequately 
cared for, was approximately 19 pounds 
per acre. The maximum yield was 92 
pounds per acre. From 22 acres, the 
average yield was 43 pounds per acre. 
A net price of $2.09J^ per pound was 
realized from the oil, or an average return 
of over $80 per acre. 

Mr. Jensen states that the average 
price for the first years, 1919 to 1924, was 
$3.50 per pound. Mr. Turnidge states 
the average price from 1918 to 1927 was 
$5.20 per pound and for the past 34 
years $3.20. He claims, however, that 
while in only three years, 1909, 1915, and 
1922, had the price reached the minimum 
of $1.40, growers should not anticipate 
greater returns than from $2 to $3 per 
pound. 

It was realized from the start that the 
mint-growing industry on an irrigated 
project must be a cooperative industry 
to realize the greatest returns to the 



growers. This led to the organization of 
the Sunnyside Mint Co. Only growers 
can be stockholders. It started with 20 
stockholders, with a total stock of $4,000. 
The capital stock was increased January 
1, 1928, to $25,000. There were on 
April 1 about 100 stockholders, represent- 
ing approximately 200 acres. It is 
expected that a total of 400 acres will 
be involved before the end of the season. 
The Sunnyside Mint Co. is a unique 
cooperative enterprise. The grower gives 
his note for $50 to the company and re- 
ceives the roots necessary to plant one 
acre. He is also given one share of stock. 
This note is liquidated by the returns 
from his oil and stock surrendered. Last 
year the company built a small still at 
Kennewick. This year they plan a larger 
one to be erected at Sunnyside. A storage 
cellar for roots has been leased. At a cost 
of $2,000 the new distillery plant will be 
built in connection with the Roy Fitta 
cold storage plant from whom warehouse 
space and a steam plant will also be leased. 
This plant will handle peppermint from 
400 acres and can be enlarged to care for 
1,000 acres. In addition to handling the 
distillation, for which 25 per cent of the 
oil produced is kept in payment, the com- 
pany also furnishes the roots for planting, 
getting them from the growers. The 




Purebred Holsteins on the Mlnldoka project, Idabo 



74 



NEW RECLAMATION ERA 



May, 1928 



grower receives 25 cents per sack for 
digging and gathering. These are sold for 
$1.25 per sack, the total receipts being 
prorated to all the growers, not on the 
basis of roots furnished, but on the basis 
of the estimated quantity of roots avail- 
able. The company also sells the oil. It 
is expected that the returns from sales of 
roots will pay the cost of overhead. The 
company is also equipped to prepare fields 
to plant same, if growers wish, and agree 
to pay the cost thereof. It is expected 
that it will be possible later to finance 
growers to some extent. 

The present officers of the Sunnyside 
Mint Co. are as follows: Glenn Campbell, 
president; G. A. Kirchner, treasurer, 
W. J. Turnidge, manager and secretary; 
Fred Jewell, H. A. MacEdwards, Chester 
Person, and G. A. Kirchner, directors; 
Stephen E. Chaffee, attorney. 

A moving spirit in the organization of 
the company and the promotion of mint 
growing on the Sunnyside division has 
been an old time settler and resident of. 
Sunnyside, H. M. Lichty. 

General considerations which the mint 
enthusiasts urge on behalf of the crop are 
as follows: 

1. A good crop is produced the first 
year. 

2. The oil can be held for favorable 
prices for a number of years if desirable. 



3. Crop is small in bulk and does not 
involve heavy handling and freight 
charges. 

4. One planting will produce crops for 
several years in many instances more 
than 10 years. 

5. Mint is a hardy crop and has few 
natural enemies. 

6. The average price of the crop is good. 

7. Constantly growing demand. In 
1926 this was 26 per cent over that for 
1925. 

Special considerations which apply to 
mint growing in the Yakima Valley are as 
follows : 

1. Comparatively little danger from 
frost injury. 

2. No danger of seriously heavy fall 
rains at harvesting time. 

3. Irrigation insures against drought 
and makes possible a heavy growth. 

4. Favorable soil conditions. It is 
urged that no soil is too good for the crop. 
While peppermint from alkalied tracts has 
been found to yield an oil generally of a 
high ester and menthol content, it has not 
yet been determined whether peppermint 
will thrive on badly alkalied land. 

5. Small holdings and type of settlers 
render a cooperative handling of the crop 
possible. 

6. Sunshine results in high quality oil, 
insuring a better and surer market. The 



standard grade for peppermint designates 
a menthol content of 50 per cent and of 
ester 5 per cent. The average menthol 
content of Michigan, Indiana, and New 
York oils has been 36 per cent. Analysis 
of oil produced locally in 1927 was as 
follows: 

Minimum: p e r cent 

Menthol 34.66 

Ester 3.12 

Maximum: 

Menthol 62.74 

Ester.. 8.49 

The 16 experimental plats in 1926 
yielded a composite menthol content of 
53.7 per cent. 

7. Long growing season, insuring one 
good crop and possibly two each year. 

8. Comparatively mild winters, min- 
imizing danger of freezing. 

It would appear that this new crop is 
being promoted with a proper degree of 
conservatism. No one is being urged to 
plunge. Small plantings by a large num- 
ber of farmers will best develop the 
technic of successful peppermint culture 
in the Yakima Valley. This policy also 
minimizes the danger from speculation 
which always attends any crop with a wide 
range of fluctuating prices. 

The writer is indebted to W. J. Turnidge 
and H. M. Lichty of Sunnyside for the 
data used in this article. 



Lamb Feeding Demonstration on the Uncompahgre Project, Colo. 

Conducted by the extension service of the Colorado Agricultural College, under the direction of George E. Morion, chief. Department 
of Animal Husbandry; B. W. Fairbanks, associate professor; and R. H. Tucker, county extension agent 



PT1HE results of the lamb feeding demon- 
-'- stration conducted at Delta, Colo., 
on the Uncompahgre irrigation project, as 
reported in a recent issue of the Montrose 
Daily Press, show conclusively that 
greatest gains, cheapest gains, and great- 
est profits result when sugar beet by- 
products are included in the ration. 

Ten lots of 50 lambs each were pur- 
chased from the Marysvale, Utah, district. 
Each lot was of uniform weight, averaging 
about 60 pounds at the start. Feeding 
demonstrations began on November 11, 
1927. Individual weights of lambs were 
secured on three consecutive days at the 
beginning and end of the test. Lot 
weights were taken every 10 days through- 
out the demonstration. All feed was 
weighed to the lambs, alfalfa hay being 
weighed to the individual lots. Figures 
for the various lots follow, with comments 
by Professor Fairbanks: 

THE RESULTS 

Lot No. 1, fed on corn and alfalfa hay. 
Final weight, 91.67; gain, 29.73; average 



daily gain, 0.28; daily feed, corn, 0.94; 
alfalfa hay, 2.20. Feed cost per 100 
pounds gain, $10.09. Estimated cost at 
Kansas City, $12.04; necessary selling 
price to break even, $13.50. 

Comment. This is the standard feed of 
Nebraska. The Nebraska Agricultural 
College, after years of feeding demonstra- 
tions, has come to the conclusion it is the 
most successful ration for that region. In 
Colorado we have different conditions 
and different margins with respect to 
alfalfa and corn. In this region it is one 
of the most expensive operations and 
with one exception, the highest price 
must be secured in order to break even. 
The corn in this demonstration had to 
be bought at $1.80. 

Lot No. 2, fed barley and hay; final 
weight, 94.80; gain, 34.22; average daily 
gain, 0.32; daily feed, barley, 0.02; hay, 
2.17; feed cost per 100 pounds gain, 
$7.70; estimated cost at Kansas City, 
$11.69; necessary selling price to break 
even, $12.71. 



Comment. Barley is a good ration. It 
fits into the rotations better than corn, 
sometimes. Barley produced cheaper 
gains than corn. We find barley has re- 
duced the gain cost and selling price. 
One ton of barley is equal to 2,334 pounds 
of corn and 780 pounds of hay. A ton of 
barley worth $30 has the value of feed 
replacement of $45.15. Last year in this 
demonstration barley did not do so well. 
One year is not enough for a demonstra- 
tion. It takes a series of years with vary- 
ing climate and conditions. We find at 
college that barley and corn are about 
equal. We say barley and corn are of 
equal value in producing gains and in 
feeding results. 

Grinding hay, corn, and barley does 
not do any good with sheep. Except, 
perhaps, on large demonstrations with 
several thousand feed in the lot, then 
grinding hay might save enough waste, 
if hay were high, to pay the cost. But 
with $8 and $10 hay, grinding does not 
save enough waste to pay the cost of 
grinding. 



May, 1928 



NEW RECLAMATION ERA 



75 



Stack burned hay is more palatable to 
sheep and dairy cows, so that many think 
it is worth more. They are wrong. 
Chemical proof finds that stack burned 
hay has lost much of its feeding qualities 
so that it is inferior and not worth so 
much as unburned hay. It is hard to get 
some to believe this. 

Lot No. 3, fed beet tops (hauled) and 
hay; final weight, 86.36; gain, 5.46; daily 
gain, 0.24; feed per day, beet tops, 0.0082; 
hay, 3.07; feed cost per 100 pounds gain, 
$5.83; estimated cost at Kansas City, 
$10.38; necessary selling price to break 
even, $12.39. 

Comment. Pen was fed no grain but 
hay and tops and made cheap gains. 
However the lambs are not finished. 
Sometimes the late feeder market is so 
good that this pays, but sometimes not. 
These lambs must be finished on grain. 

Lot No. 4, beet tops (pastured) and 
hay; final weight, 87.85; gain, 27.25; daily 
gain, 0.25; daily feed tops, 0.0133; hay, 
1.07; feed cost per 100 pounds gain, $4.57; 
estimated cost at Kansas City, $10.20; 
necessary selling price to break even, 
$11.83. 

Comment. Same as No. 3, except the 
tops were pastured. This brings up the 
question of fall weather. If the fall is 
pleasant, this is a profitable way to feed 
the tops, but if bad weather comes on 
there is loss. It's a gamble with the 
weather. Pastured beets give greater 
gain at less cost. 

Lot No. 5, beet tops (pasture), corn to 
finish; hay; final weight, 96; gain, 34.55; 
daily gain, 0.32; daily feed, corn, 1.08; 
tops, 0.0056; hay, 1.57; total cost for 100 
pounds gain $7.79; estimated cost at 
Kansas City, $11.71; necessary selling 
price to break even, $12.58. 

This is the only place where this ration 
has been tried. They were turned on 
beet tops during the day, then put into 
the dry lot and fed hay for 50 days. The 
last days of the demonstration they were 
kept in the lot and fed hay and corn. It 
is the same as No. 1 except for the beet 
tops. They gained a third of a pound 
a day and are the best finished so far of 
any, even better than the corn or barley, 
without beet tops. 

Lot No. 6, corn, beet tops (hauled), 
hay; final weight, 99.39; gain, 38.41; daily 
gain 0.36; daily feed, corn, 0.94; tops 
0.0059; hay 1.85; feed cost to secure 100 
pounds gain, $8.25; estimated cost at 
Kansas City, $12.15; necessary selling 
price to break even, $12.60. 

Comment. Same as Lot No. 1 except 
the beet tops. The tops from 1 ton of 
beets were equal to 52 pounds of corn and 
227 pounds of hay; the tops from 1 ton of 
beets costing 50 cents had the feed value 
of $1.85 of hay on the basis of $8 hay, and 
S2.07M of hay on the basis of $10 hay. 
It is the same as No. 1, the reliable 



Nebraska ration with beet tops extra, and 
cuts down the cost of production per 100 
pounds almost $2. It cuts down the cost 
of production, makes better gains, and 
renders a lower selling price in order to 
break even. 

Lot No. 7, corn, beet tops (pastured), 
hay; final weight, 101.72; gain, 41.10; 
daily gain, 0.38; daily feed, corn, 0.84; 
tops, 0.0091; hay 1.00; feed cost for 100 
pounds gain, $6.64; estimated cost at 
Kansas City, $11.72; necessary selling 
price to break even, $11.88. 

Comment. Same as No. 6, except beet 
tops pastured and same as No. 1 except 
beet tops added. We have some finished 
lambs here. They made over a third of a 
pound a day gain. However, there is the 
gamble with the weather in pasturing 
the tops. 

Lot No. 8, mangels (pastured), cornfield 
(pastured), hay; final weight, 96.45; 
gain, 35.81; daily gain, 0.34; feed cost for 
100 pounds gain, $10.30; estimated cost 
at Kansas City, $12.64; necessary selling 
price to break even, $13.51. 

Comment. -We were fortunate here in 
not having any loss from the cornfield. 
In the Arkansas valley, they have heavy 
losses from lambs pasturing in cornfields. 
The gains were similar to beet tops. They 
are an even bunch of lambs, but not fat- 
tened. We charged $40 per acre for 
mangels and figured the corn at $55 an 
acre on the basis of 65-bushel production. 

Lot No. 9, corn, wet pulp, and hay; 
final weight, 101.93; gain, 40.55; daily 
gain, 0.58; daily feed corn, 0.83; beet 
pulp, 4.01; hay, 1.81; feed cost for 100 
pounds gain, $7.67; estimated cost at 
Kansas City, $12.17; necessary selling 
price to break even, $12.31. 

Comment. -Here is the best finished lot 
we have. They are the best looking we 



have. They have gained 0.4 of a pound a 
day. The gain per hundredweight was 
at a cost of but $7.67. 

The price of $12.31 necessary to break 
even is less than the corn, the corn and 
beet tops pens. This is one of the very 
best rations we have. One ton of pulp 
is equal to 205 pounds of corn and 604 
pounds of. hay. With- beet pulp costing 
$1.90 the pulp is really worth in feeding 
value $6.12. No better ration can be 
found than this. In northern Colorado 
beet pulp is recognized as one of the best 
feeds and the demand is so great they are 
cutting down the allowance per ton of 
beets. You who can get it should get it. 
We are working on a pressed pulp that 
can be shipped a greater distance. 

Lot No. 10, corn, molasses, wet pulp, 
hay; final weight, 93.49; gain, 32.25; 
daily gain, 0.31; daily feed, corn, 0.62; 
pulp 2.98; molasses, 0.46; hay, 1.69. 
Feed cost per 100 pounds gain, $8.10; 
estimated cost at Kansas City, $11.53; 
necessary selling price to break even 
$32.71. 

Comment. Same as No. 9, except the 
molasses added. We have not yet learned 
how to feed molasses to the lambs. It is 
a good ration if we can figure out the right 
proportion. This lot started out well, 
made fine gains and we sought to increase 
the molasses so as to cut down the corn 
and got the lambs off feed and they never 
came back. When corn is high, it is 
a good ration to cut down the corn by 
using molasses, if the right proportion can 
be secured to prevent their going off feed. 
Molasses is used in steer feeding with 
great success. We may find that cotton- 
seed cake with the molasses will be the 
thing needed to counteract the effect of 
the molasses. 




Leveling land with tractor on the Newlands project, Nevada 



76 



NEW RECLAMATION ERA 



May, 1928 




Reclamation Project Women and Their Interests 

By Mat A. Schnurr, Secretary lo the Commissioner and Associate Editor, New Reclamation Era 




Food Facts 



THE outstanding reason for malnutri- 
tion among American children is bad 
food habits. In no other country is the 
child allowed to decide for himself what 
he will or will not eat as he does here. Of 
course, there are some parents who do not 
provide the right food for their children 
because of lack of knowledge of food values 
or failure to understand the importance of 
the information at hand. In any case 
bad food habits, whether based on the 
child's choosiness or the parent's lack of 
information, can be corrected only through 
education of the parents. And this 
means education in the right direction 
in what are the proper foods for children 
and how can they be trained to eat whole- 
some foods. 

The vitamin content of milk depends 
largely on the vitamin content of the 
ration of the cow. Milk richest in vita- 
mins is obtained from cows that have 
plenty of green feed and sunlight. Cows 
kept in their stalls and fed largely on 'dry 
feeds and cured hay produce milk that is 
relatively low in vitamins. 



Milk Habit for the Child 

" Mother, may I have a glass of milk?" 
Very likely the child who stops his mid- 
morning play, or rushes in after school, if 
he is old enough to go to school, thinks of 
a glass of rnilk because he is thirsty. But 
he has the milk habit, and his mother, who 
thinks of milk as a good food for body- 
building, undoubtedly fills his glass with- 
out comment, and rejoices inwardly that 
the child wants it. 

Children who have been accustomed to 
a normal amount of milk from babyhood 
like it and expect it several times a day, 
with their meals, and occasionally between 
them. Other essential foods should also 
be included in their diet, particularly fresh 
fruits and vegetables, meat, eggs, whole 
grain cereals, and butter or cream. But 
with the milk habit firmly established, the 
mother can give more attention to culti- 
vating a taste for these other foods that 
make up the best diet for the child. 

Children reveal in their food habits the 
training they have had, or the lack of it. 
The child who has been trained to take 
milk as a matter of course has a big 




advantage over the one who has been 
allowed to say, and to make himself 
believe, "I don't like it." For milk is one 
of the best foods to supply him with cal- 
cium for building strong bones and good 
teeth, as well as other important sub- 
stances. There are ways of getting milk 
into the diet even in such cases, through 
milk soups, puddings, flavored drinks, and 
so on, but the wise mother prevents this 
problem from arising by her sensible train- 
ing while the child is young and passing 
from the bottle to the solid food stage. 



An Extra Meal Good for an 
Active Boy 

The active growing boy sometimes 
needs more calories in his daily ration 
than his father or mother, if they are 
people of more or less quiet habits. His 
food must be wisely chosen to supply 
the elements he needs for developing his 
body and creating his apparently inex- 
haustible energy. A mid-morning or 
mid-afternoon snack consisting of a fruit 
drink, or milk, and perhaps a lettuce and 
whole wheat bread sandwich is a good 
thing for the boy, especially if he has just 
used up most of the fuel provided by the 
preceding meal in playing baseball or on 
a visit to the nearest swimming hole. 
Food of this kind given rather as an extra 
meal than as "eating between meals" 
will not dull his appetite for the next 
family gathering at the dinner table. 



A typical project boy 



Suggestions for Ironing 

There 's a world of difference in the way 
one feels at the end of a day's ironing, 
depending on whether you have used your 
head to save your back in managing the 
work, and on whether you have arranged 
your equipment in the best possible way 
for saving needless motions. For exam- 
ple, can you stand or still better sit in 
one place and reach both the basket of 
sprinkled clothes and the clotheshorse 
that airs the finished work? Do you get 
everything ready before 3'ou begin, so that 
when once you get "into the swing" of 
ironing, you can go straight ahead without 
interruption? And, speaking of inter- 
ruptions, do you plan to do the ironing at 
the hours least subject to them? It's 
bad economy to heat up the irons, or 



May. 1928 



NEW RECLAMATION ERA 



77 



the iron, as the case may be, and then 
iron a little while, with a stop in between 
for something else, eo that the irons get 
cold and possibly the clothes get too dry. 
Much fatigue can be avoided also, in con- 
nection with ironing, if you have previ- 
ously given thought to the selection of the 
family clothing and the household linens 
to eliminate all unnecessary ironing. The 
flatter and plainer the garments, the 
easier they are ironed; and the family will 
accept rough dry, smoothed out sheets, 
turkish towels, crfipe underwear, and 
paper table linen if they realize that by 
doing so they are greatly lessening the 
time you have to spend ironing. 

The first thing to think of is the height 
and location of your ironing board with 
reference to your own height and the way 
you exert pressure from your shoulder, 
and also with reference to a good light on 
the work. Almost equal in importance is 
the smooth padding and covering of the 
board itself. Much has been said of the 
convenience of the built-in ironing board 
and the electric iron. The illustration 
shows a good arrangement for both of 
these conveniences in connection with a 
breakfast alcove in a Utah farm home. 
The folding ironing board is built into a 
small space in the wall. Light from the 
alcove falls over the worker's shoulder on 
the ironing board, and the near-by table 
and bench make it possible to sprinkle the 
clothes or sort the finished pieces easily, 
or pile up small flat work, like handker- 
chiefs or table napkins. Sprinkling is 
done more evenly and quickly, it may be 
said in passing, if you use a rubber spray 
head on a medium-sized bottle, or a clean 
round whisk broom. There should be a 
folding clotheshorse within reach of the 
worker for airing and drying the finished 
work, or some other convenient arrange- 
ment. Much of the ironing can be done 
sitting down if a high stool is provided. 

The electric iron is one of the best labor- 
saving devices now available. Buy from 
a reputable company equipped to make 
any needed repairs, and when purchasing 
see that the voltage corresponds to that 
supplied you by the local power plant. 
With proper care an electric iron will last 
a long time. Avoid dropping it, or pulling 
the plug out by the wire at either end, as 
this is apt to break the fine wires through 
which the connection is made. Always 
disconnect the iron when you are through 
using it, even for a short time, and stand 
it on end to cool. Store it in a clean dry 
place. Examine the cord frequently for 
breaks. Sometimes these can be repaired 
with insulating tape. Irons put away for 
any length of time should be greased. 




Built-in ironing board 



Mixing Pleasure With 
Business 

The home makers on the Riverton 
project in Wyoming are banded together 
by a Home Economics Club and report has 
been received of the March meeting of the 
club. 

These meetings are held monthly in the 
different members' homes on the project. 

Mr. H. D. Comstock, superintendent of 
the project, was invited to address the 
meeting, which he did and took advantage 



of the opportunity to explain the various 
factors which go into the administration 
of the affairs of the project. Both sides 
could not fail but profit by such a better 
understanding brought about by an 
enlightening talk to a progressive group 
of women. 

A novel feature of the gathering was a 
demonstration of simple desserts. Each 
member brought a dessert, and the recipe, 
telling the cost of making and the number 
of people it would serve. These desserts 
were used as refreshments at the conclu- 
sion of the meeting. 



Financial Assistance to Settlers 



It is estimated that there are more than 
300,000,000 hens in the United States on 
farms and in poultry plants. 



DR. H. L. KENT, president of the 
New Mexico College of Agriculture 
and Mechanic Arts, in a recent letter to 
Commissioner Mead, makes the following 
statement : 

"I think you are quite right in your 
statement that some form of loan to set- 
tlers to enable them to drag or level their 
land is about the most satisfactory thing 
that can be done at the present time. 

"I think the farmer who has had no 
experience on reclamation projects little 
appreciates the great expense necessary to 
putting land in condition to irrigate sat- 
isfactorily. I have been having a little 
experience myself this spring. I bought 
71 acres of land which had been partly 
leveled and had had a little work done on 
it. The man who bought it first had not 
been able to put the money into it that 
should have been put into it, and conse- 



quently the farm was only partly leveled. 
It was smooth or relatively smooth in the 
first place. 

"The first purchaser gave the first crop 
to a man to do some leveling and washing. 
Consequently the farm was only partly 
leveled and he got no returns the first 
year, and he paid the taxes and water 
charges. The second year he did not get 
enough off the land to make these pay- 
ments even though he spent nearly $100 
grubbing and some additional money on 
ditches, etc. In addition to the work my 
tenant is doing this year I shall have to 
spend, I estimate, something like $400. 
A part of this is to put in ditch boxes of 
course, but it is all necessary to irrigation. 
anticipate that another year I shall 
have to spend fully as much in doing ad- 
ditional leveling, and I doubt whether 
that will put the farm into good condition." 



78 



NEW RECLAMATION ERA 



May, 1928 



Colorado River Development Reported Favorably to Congress 

Both Senate and House Committees on Irrigation and Reclamation report favorably on bills providing for the construction of works 

for the protection and development of the lower Colorado River Basin 



ON March 15, 1928, the Committee on 
Irrigation and Reclamation of the 
House of Representatives made a favor- 
able report on H. R. 5773, a bill to provide 
for the development of the Colorado 
River Basin. The report considers the 
various problems under nine heads, as 
follows: 

1. The Colorado River and its charac- 
teristics, and the Imperial Valley. 

2. The Boulder Canyon project its 
development and plan. 

3. The Colorado River compact the 
upper and lower basins. 

4. Flood control. 

5. All-American canal. 

6. Domestic water. 

7. Power. 

8. Authority of the Government. 

9. Form of bill. 

The conclusions of the committee are as 
follows: 

This bill should be passed because 

First. Congress should no longer risk 
a flood catastrophe to Imperial Valley 
a catastrophe which further delay only 
courts. 

Second. Reclamation possibilities in 
the lower basin should be safeguarded 
and taken care of before it is too late. 
Unless something is done, the river will 
be acquired for power development 
exclusively. Mexico is constantly build- 
ing up added claims to its waters. 

Third. The Mexican situation must 
be met. It is not sound policy to allow 
a condition to continue by which that 
country may and will go on using more 
and more water from the river, and this 
at the expense of existing and future 
irrigation in the United States. 

Fourth. The Government should aid 
its people to secure their necessities in 
the way of domestic water supply, where 
it can do so, as here, without cost and 
as an incident in carrying out other 
Federal purposes such as river regulation 
and reclamation. 

Fifth. It will convert a natural menace 
into a national asset. 

Sixth. A financial scheme is presented 
by which the development will be com- 
pletely prefinanced, thus fully protecting 
the Federal Treasury and the general 
taxpayer. 

Seventh. It settles in large part water 
rights between States in the sensible and 
practical way, substituting interstate 
agreements for interminable litigation and 
controversy. Further delay points to the 



latter untoward results and the dis- 
integration of the plan of settling water 
rights by interstate compact. 

FAVORABLY REPORTED BY SENATE 
COMMITTEE 

On March 20, 1928, the Committee on 
Irrigation and Reclamation of the Senate 
reported favorably on the bill, S. 728, 
with a discussion of the various problems 
under the following six heads: 

1. Generally of the project, its develop- 
ment, and plan. 

2. Flood control and river regulation. 

3. Ail-American canal and water sup- 

piy- 

4. Domestic water. 

5. Power. 

6. Financial soundness of project. 
The conclusions of the committee are 

as follows: 

This is a project which should appeal 
both to the imagination and the hard 
business sense of the American people. 
A mighty river now a source of destruc- 



tion is to be curbed and put to work in 
the interest of society. 

The people of the Southwest are not 
asking of the Government this great 
public improvement as a gift. All they 
ask is that the Government lend its good 
offices to make this development possible. 
Established communities and responsible 
agencies will bind themselves to return 
to the Government all moneys expended. 
The varied interests concerned with the 
development make a centralized agency 
necessary. The Government is the logical 
agency. The beneficiaries assume all the 
financial obligations. Nor is this quite 
all. After the development is paid for 
the Government still will retain owner- 
ship and control of the dam for such use 
as the Congress may deem wise and just. 

It is a great constructive improvement, 
not experimental, sound financially, well 
considered, shaped in the public interest, 
one the consummation of which will be a 
source alike of national pride and ad- 
vantage. 



Contract Between United States and Fort 
Shaw Irrigation District Confirmed by 
Supreme Court of Montana 



UNDER date of November 10, 1926, 
the United States entered into a 
contract with the Fort Shaw Irrigation 
District, embracing a part of the Sun 
River project, Montana, for the transfer 
to the district of the management of the 
irrigation works of the Fort Shaw division 
and for the payment of construction 
charges on a crop production basis. 

The Board of Commissioners of the dis- 
trict, as permitted by the irrigation dis- 
trict laws of the State, filed a petition in 
the District Court of Cascade County for 
the confirmation of the contract. Objec- 
tions were made by three landowners to 
the effect that their lands were not prop- 
erly included in the district. The district 
court overruled the objections and en- 
tered judgment confirming the contract. 
The objectors then appealed to the Su- 
preme Court, which in the case of Com- 
missioners of Fort Shaw Irrigation Dis- 
trict v. Ward et al., decided December 29, 
1927, and reported in 261 Pacific, 962, 
upheld the decision of the lower court. 
The decision of the lower court was, 



however, ordered to be amended so as to 
exclude from the assessable area of the 
district certain lands of the objectors for 
which they had a vested right under con- 
tracts with the United States. 

The court held that the objection as to 
the improper inclusion of the objectors' 
land in the district came too late, as this 
matter had been judicially passed upon in 
a previous suit to establish the due organi- 
zation of the district. In the previous 
suit the court had entered a judgment 
finding that the proceedings to establish 
the district and fix its boundaries were 
regular, and this judgment could not be 
attacked collaterally, in the absence of 
fraud, which was not alleged. 



THE cold backward season on the 
Yakima project has been very favor- 
able for fruit and there has been no frost 
damage. Prospects are good for a heavy 
fruit crop on both the Sunnyside and 
Tieton divisions. 



May, 1928 



NEW RECLAMATION ERA 



79 



Reclamation Organization Activities And Project Visitors 



DR. Elwood Mead, Commissioner of 
Reclamation, after investigating 
the causes of the failure of the St. Francis 
Dam, Calif., and inspecting the Stony 
Gorge Dam, Orland project, returned to 
the Washington office on April 6. 



R. F. Walter, chief engineer, conferred 
recently with Commissioner Mead in Los 
Angeles, and on his return to the Denver 
office inspected the Yuma, Rio Grande, 
and Carlsbad projects. 



Maurice G. Ricker, photographer in 
the Washington office, left on April 9 for 
a trip to North and South Carolina to 
obtain still and motion pictures of agri- 
cultural conditions in connection with the 
investigation by the bureau of oppor- 
tunities for planned rural settlement in 
the Southern States. 



Milton G. Devitt has been appointed 
principal engineering draftsman and as- 
signed to the designing section of the 
Denver office. 



W. W. Johnston, associate reclamation 
economist; C. C. Wilburn, of Jerome, 
Idaho; and J. L. Driscoll, of Boise, have 
completed the field work in connection 
with the appraisal of excess area lands in 
private ownership in American Falls 
Reservoir District No. 2, Minidoka 
gravity extension unit. 



Recent visitors to the Milk River 
project included C. D. Greenfield, and 
I. D. O'Donnell, agricultural development 
agents of the Great Northern Railway; 
E. E. Roddis, district counsel; W. A. 
Lamb, district engineer of the United 
States Geological Survey; and C. C. Carey, 
of Winston Bros. Construction Co., Min- 
neapolis, Minn. 



The Great Northern Railway has 
furnished the services of I. D. O'Donnell, 
working through the Montana State 
Extension Service, to assist in the agricul- 
tural development of the Milk River 
project during the coming season. Mr. 
O'Donnell will promote better diversi- 
fied farming and particularly sugar beet 
culture. 



D. A. Banks, former State Treasurer 
of Idaho, was on the Minidoka project 



Water Supply 

March 31, 1928 

The distinctly unfavorable conditions 
for 1928 run-off, so generally prevalent 
at the end of February, have very mate- 
rially improved. In the Sierra Nevada 
regions, where such conditions were 
worst, the heaviest storm in many years 
resulted in a rapid accumulation of 
storage and a good snow cover that will 
aid late season run-off. Lesser, but 
nevertheless heavy storms, throughout 
the Western States, improved the situ- 
ation in other localities. At the end of 
the month reservoirs are generally well 
filled or certain of filling and prospects 
for natural flow are at or near average. 
The only Federal project likely to expe- 
rience a water shortage is the Okanogan 
project, but even there conditions are 
much better than the average for the 
past 10 years. 



recentl3 r to submit a proposal to the 
Minidoka Irrigation District to handle 
the trapping of muskrats on the system. 
Mr. Banks is interested in a fur farm in 
Oregon. 



The committee of nine, an organization 
to promote harmony and advise with the 
Snake River water master on matters of 
policy in river administration, was chosen 
recently by the Snake River Valley water 
users, with the following membership: 
Frank A. Miller and Ephraim Ricks, 
representing the North Fork area; John 
Hart, W. O. Cotton, John E. Kelly, and 
E. V. Berg, representing the central or 

Aid for Settlers 

Endorsed by Conference 

Among the resolutions adopted by 
Western Regional Conference of the 
American Farm Bureau Federation, held 
recently at Las Cruces, N. Mex., is the 
following, indorsing the bills introduced 
in Congress providing for aided and 
directed settlement on the reclamation 
projects: 

Resolved, That we heartily indorse the 
plan as outlined in the Winter bill, for the 
rendering of assistance by the Govern- 
ment to settlers on Federal reclamation 
projects, and we urge our Senators and 
Representatives in Congress to vote for 
said bill and render every aid in securing 
the passage of the same. 



Idaho Falls area; and R. E. Shepherd, 
T. M. Baird, and E. B. Darlington, super- 
intendent of the Minidoka project, repre- 
senting the lower valley. 



E. C. Koppen, H. R. Robbins, and H. 
L. Holgate, formerly connected with the 
Bureau of Reclamation, were recent 
visitors on the Klamath project. 



R. K. Tiffany, State Supervisor of 
Hydraulics, Washington, was a recent 
visitor on the Yakima project. 



Associate Engineer E. T. Ericksen and 
Supt. R. C. E. Weber, Orland project, 
spent several days at San Francisco in 
conference with District Counsel Coffey 
and Oliver P. Morton, special assistant to 
the Attorney General, in connection with 
the preparation of the Government's 
opening brief in the Stony Creek water 
right adjudication suit. 



E. E. Roddis, district counsel, spent 
two days on the Lower Yellowstone 
project, appearing before the county 
commissioners of Richland County rela- 
tive to obtaining the payment of interest 
and penalty on water charges which had 
been withheld by the county. As a 
result of the conference the county has 
turned over about $4,800 to the irrigation 
district. 



Sr. Adolfo Orive Alba, civil engineer of 
the Escuela Nacional de Ingenieros of 
Mexico City, arrived recently on the Rio 
Grande project, where he is making a 
study of irrigation works. He expects to 
visit a number of irrigation projects. 



Engineer J. R. lakisch was on the 
Shoshone project for 10 days in connec- 
tion with the drainage program for the 
Garland division for 1928. Assistant 
Engineer Horace V. Hubbell left the 
project to take charge of drainage work 
on the Belle Fourche project, his duties 
being assumed by I. B. Hosig, associate 
engineer. 



Mrs. Jennie T. Davis, formerly em- 
ployed as auditor in the accounting divi- 
sion, was a recent visitor at the Washing- 
ton office, renewing her acquaintance 
with former associates. 



80 



NEW RECLAMATION ERA 



May, 1928 




General view, looking upstream, of Gibson Dam, Sun River project, Montana 



Colorado River Basin 
Map Available For Sale 

The Department of the Interior through 
the Bureau of Reclamation has just issued 
an attractive map of Colorado River 
Basin showing in colors the Boulder Can- 
yon and other reservoir sites, the irrigated 
areas and possible extensions of the same, 



Tree Planting on the 
Reclamation Projects 

The recent celebration of Arbor Day 
lends interest to a publication on " Tree 
Planting on the Reclamation Proj- 
ects," just issued by the Bureau of 
Reclamation. 

One of the principal criticisms about 
irrigation projects is that there is a lack 
of trees. People coming from the East 
or Central States, where trees are plen- 
tiful and of great variety, note espe- 
cially the scarcity of trees on the 
projects. 

This booklet lakes up each Federal 
irrigation project in order and de- 
scribes the varieties of trees best suited 
to each locality, from the standpoints of 
shade, ornamentation, windbreaks, and 
the wood lot. A chapter is devoted to 
planting suggestions and another to 
Arbor Day on the projects. 

Copies of the illustrated booklet may 
be obtained on request by addressing the 
Commissioner, Bureau of Reclamation 
Washington, D. C. 



national parks and monuments, power 
plants and power sites and the proposed 
Los Angeles aqueduct. 

The scale of the map is approximately 
42 miles to an inch. It covers a sheet 
20 by 22 inches. This publication is 
known as map No. 23000 and the price is 
25 cents per single copy and 15 cents per 
copy in lots of 25 or more. It may be 
obtained from the Bureau of Reclamation, 
Washington, D. C. 

Remittances should be forwarded with 
the request, and should be by postal 
money order, express order, or New York 
draft, payable to the special fiscal agent, 
Bureau of Reclamation. Currency may 
be sent at owner's risk. Stamps will not 
be accepted. 



Distribution of Crops 

On the Projects, 1927 

Analysis of the statistics of crops 
grown in 1927 on the Federal irrigation 
projects under the Bureau of Reclama- 
tion, shows that alfalfa leads from the 
standpoint of acreage, being grown in 
that year on 438,675 acres or 31 per cent 
of the toal cropped area of 1,431,560 
acres. This crop was followed by wheat, 
186,571 acres, representing 13.3 per cent 
of the total cropped acreage, and cotton, 
178,875 acres, which accounted for 12.5 
per cent. 

From the standpoint of value, cotton 
led with a crop value of both lint and seed 
of $16,705,727, or 23.2 per cent of the 
total value of $72,047,200 for all crops, 



followed by alfalfa hay, valued at $12,- 
081,678, or 16.8 per cent of the total, 
and garden truck, valued at $7,707,525, 
or 10.7 per cent. Sugar beets were 
valued at $5,843,489, apples at $5,294,092, 
and wheat at $5,110,980. 

The accompanying table gives the 
acreage, value, and value per acre of the 
crops grown in 1927, by large groups. 



Crop 



Cereals 

Other grain and seed. _ 

Hay and forage, . _ 

Vegetables and truck .. 

Fruits and nuts 

Sugar beets 

Cotton 

M iscellaneous 

Duplication. 



All crops. 



Acreage 
cropped 



348, 018 
47,441 

838,184 

118,844 
46,332 
61,963 

178,875 
54, 148 

275,225 



Value 



$8,077,789 
1,697,026 

16, 707, 549 

13,027,469 
9, 213, 536 
5, 843, 489 

16, 705, 727 
368, 635 



1,431, 560 p 72,047, 200 



Value 
per 
sere 



$23. 21 
35.77 
19.93 
109.61 
1<JS. 86 
94.30 
93.40 
25.30 



50.33 



1 Included 12,980 acres, statistics for which by indi- 
vidual crops were not compiled. 

1 Includes $405,980, statistics for which by individual 
crops were not compiled. 



Breeding is a valuable means of in- 
creasing production of milk and butter- 
fat in dairy cows and of eggs in poultry . 
With meat animals, improved breeding 
will hasten maturity and improve quality 
in general. 



1 927 Crop Values 

Total$133,207,210 

The total value of the crops grown 
in 1927 on the Federal irrigation 
projects under the Bureau of Recla- 
mation and on adjacent land served 
with water under Warren Act or other 
water service contracts from the Gov- 
ernment irrigation works amounted to 
$133,207,210 compared with $110,- 
414,940 in 1926, or an increase of 
$22,792,270. The total irrigated area 
in 1927 was 2,527,106 acres compared 
with 2,508,210 acres in 1926. The 
total cropped area in 1927 amounted 
to 2,504,046 acres (including 104,750 
acres cropped without irrigation and 
producing crops valued at $1,061,760) 
compared with 2,311,060 acres in 1926 
(including 32,660 acres cropped with- 
out irrigation and producing crops 
valued at $295,280}. 

The difference between the area irri- 
gated and the area cropped is accounted 
for largely by land in young alfalfa 
and in young orchards. The increase 
in the value of crops is due largely to 
better prices, particularly for cotton on 
the southwestern projects. 



D. 8. GOVERNMENT FEINTING OFFICE : 1828 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. HUBERT WORK, SECRETARY OF THE INTERIOR 

E. C. Flnney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Washington. D. C. 
Elwood Mead, Commissioner, Bureau of Reclamation 



Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner 

W. F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division 

0. N. McCullocb, Chief Clerk 

Center. Colorado. WlUa BuiUtng 



George C. Kreutzer, Director of Reclamation Economics 
Hugh A. Brown, Assistant Director of Reclamation Economics 



R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L, Savage, Chief Designing Engineer: E. B. Debler, Hydrographic Engineer; 
L. N. McClellan. Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent; C. 
A. Lyman and J. E. Overlade, Fiscal Inspectors. 


Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Fourche Newell 8 Dak 


F C Youngblutt 


J P Siebeneicher 




Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oreg. 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 




R. J. Newell 


W. L. Vernon 




B. E. Stoutemyer 




Carlsbad, N. Mex 
Grand Junction, Colo. 
Rallant.inn. Mnnt 


L. E. Foster 
J. C. Page 


W. C. Berger 
W. J. Chiesman 


W.C. Berger... 
C. E. Brodie 


H. J. S. Devries 




J. R. Alexander 


Huntley * 


E E Lewis 




King Hill* T-Tinp TTill. Triahn 


F. L. Kinkaid.. . 








Klamath Falls, Oreg.. 
Savage, Mont 


H. D. Newell 


N. G. Wheeler 


Joseph C. Avery 

E. R. Scheppelmann.. 
E E Chabot 


R. J. Cofley... 
E. E. Roddis 




H. A.Parker 


E. R. Scheppelmann.. 

F. V. flhfthnf. 




do 


Minidoka * 


Burley, Idaho .. 


E. B. Darlington... . G. C. Patterson.. . 


Miss A. J. Larson 
Miss E.M.Simmonda. 
Virgil E. Hubbell 
N. D. Thorp 
C. H. Lillingston 

L. S. Kenn'icott... 


B. E. Stoutemyer 
R. J. Cofley 




Fallon Nev 


A W Walker Erie W. Shenard 


North Platte fl 


Mitchell, Nebr 


H. C. Stetson. _. 


Vireil E.Hubbell... 


Wm. J. Burke 
B. E. Stoutemyer 
R. J. Cofley 
B. E. Stoutemyer 
H. J. S. Devries 


Okanogan 


Okanogan, Wash 


Calvin Casteel W. D. Funk 
R. C. E. Weber : C. H. Lillineston 


Orland 


Orland, Calif 
Nyssa, Oreg 
El Paso, Tex 

Riverton, Wyo... 


Owyhee 


F. A. Banks 


H. N. Bickel 




L. R. Fiock 

H D Comstock 


V. G. Evans 


Riverton 

Salt River T 


R B. Smith 


R. B. Smith 


Wm. J. Burke 


C. C. Cragin... 










L H Mitchell W. F Sha 




E. E. Roddis 


Strawberry Valley ___. 




Lee R Taylor | 






Fairfield, Mont 


G. O. Sanford . 


H. W. Johnson 


H. W.Johnson 


E. E. Roddis... 


Umatillai" 




A C Houghton 
















Montrose, Colo 
Vale, Oreg 


L. J. Foster 

H. W. Bashore 
P J Preston 


G. H. Bolt 
C. M. Voyen 
R. K. Cunningham... 
H. R. Pasewalk 


F. D. Helm... 


J. R. Alexander 


Vale 


C. M. Voyen 


B. E. Stoutemyer 


Yakima 


Yakima Wash 


J. C. Gawler 


do 


Yuma -- 


Yuma, Ariz 


R. M. Priest 


E. M. Philebaum 


R. J. Cofley 





Large Construction Work 





Coalville Utah F F Smith " 


C. P. Williams 


C. F. Williams 


J. R. Alexander. 


Montrose, Colo. 


Dam. 


Ellensburg Wash Walker R. Young IJ .. 


E. R. Mills... 




B. E. Stouterayer 


Portland, Oreg. 






F. C. Lewis 


F. C.Lewis 


E. E. Roddis.. 


Billings, Mont. 


Dam. 
Orland, Stony Gorge 
Dam. 


Stony Gorge Damsite, H. J. Gault " 
Elk Creek. Calif. 


C.B. Funk 




R. J. Cofley 


Berkeley, Calif. 



' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1928. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

4 Operation of South Side Pumping Division assumed by Buriey Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

1 Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

I Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

Operation of project assumed by Strawberry Valley Water Users' Association 
on Dec. 1, 1928. 

" Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

II Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1928, and formally, by contract, on Dec. 31, 1926. 

u Construction engineer. 



Important Incaltgatloru in Progress 



Project 


Office 


In charge of 


Cooperative agency 






Albuquerque, N. Mex. 
Powell, Wyo 




Middle Rio Grande conservancy district. 
State of Utah. 


Heart Mountain invest! 




I. B. Hosig 
E. O. Larson 




Salt Lake City, Utah.. 












STONY GORGE DAM 

MARCH 21. 1928 



(SEE PAGE 71) 



NEW 

RECLAMATION ERA 



VOL. 19 



JUNE, 1928 



NO. 6 




Photo by Lucier, Powell, Wyo. 



SHOSHONE DAM AND RESERVOIR, SHOSHONE PROJECT, WYOMING 





HE preservation of the 
farming business on a 
basis which will main- 
tain on the land a rural 
population that may continue to con- 
tribute to the public Welfare something 
more than an adequate food supply is 
essential to the permanent 
well-being of this 
country 



NEW RECLAMATION ERA 



HUBERT WORK 
Secretary of the Interior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 



ELWOOD MEAD 
Commissioner, Bureau of Reclamation 



Vol. 19 



June, 1928 



No. 6 



Interesting High Lights on the Federal Reclamation Projects 



A T Stony Gorge dam, Orland project, 
"^ concrete placed during April 
amounted to 3,013 cubic yards, bringing 
the total to the end of the month to 38,148 
cubic yards, or about 88 per cent of the 
concrete for the whole structure. At the 
end of the month the dam was 90.2 per 
cent completed. 



'T'HIS year's planting of cotton on the 
Yuma project will be approximately 
32,000 acres, or an increase of 31 per cent 
over that of last year. 



T'HE Southern Pacific Co. is double 
tracking its system west of Yuma, 
and is endeavoring to complete the first 
10 miles before the cantaloupe crop starts 
moving out of Imperial Valley during the 
latter part of May. Fifteen acres on 
Yuma Mesa were leveled during the 
month and were readv for water. 



A local firm on the Grand Valley project 
^^ is offering contracts for raising pinto 
beans at a guaranteed price of 4 cents a 
pound for October delivery. 



/CONTRACTS have been signed for 
planting about 3,600 acres of sugar 
beets on the Minidoka project this season. 
About half the acreage has been planted. 
Only one of the sugar mills of the Amal- 
gamated Sugar Co. in the lower Snake 
River Valley will be operated this year, 
and it is expected that the Burley factory 
will be the one designated. 



E Cassia County Turkey Anti-Theft 
Association was organized recently 
at Burley, Minidoka project. The pur- 
pose of the association is to adopt certain 
specified brands for their birds, to have 
them registered, and jointly to protect the 
members against theft of turkeys. A 
similar organization was formed recently 
in Minidoka County. 

10558228 



APPROXIMATELY 5,200 acres of 

"^^ sugar beets have been contracted by 
the Chinook factory, Milk River project, 
3,500 acres on the Chinook division, 1,200 
on the Malta and Glasgow divisions, and 
500 outside the project. This acreage 
guarantees the continuation of factory 
operation this season. At the end of the 
month about 25 per cent of the acreage 
had been-planted. 



T'HE Great Northern Railway has 
started construction of the Saco- 
Turner branch line across the Milk River 
project. The completion of this line will 
open for settlement 150,000 acres of dry- 
farmland in the northern portion of Blaine 
and Phillips Counties. 



(CONTRACTS have been signed for 
about 6,600 acres of sugar beets on 
the Lower Yellowstone project, or an 
increase of about 60 per cent over than of 
last year. At the end of the month about 
2,000 acres had been planted. 



I^HE new Richland County courthouse 
at Sidney, Lower Yellowstone project, 
was dedicated on May 4 with appropriate 
ceremonies. The building was erected 
at a cost of about $125,000 and is a thor- 
oughly modern structure in every respect. 



T*HE Holly Sugar Corporation in Wyom- 
ing report that 22,000 acres of sugar 
beets have been contracted, giving the 
Torrington factory of the company on the 
North Platte project what is said to be the 
largest acreage of beets in the United 
States. 



has begun by the Chicago, 
Burlington & Quincy Railroad Co. 
on the construction of a new station at 
Torrington, Wyo., on the North Platte 
project. A new station is also being 
constructed at Minatare, Nebr. 



^^ BAND, composed of boys and girls of 
the Irrigon Grade School, West Ex- 
tension Irrigation District, Umatilla proj- 
ect, has built up an enviable reputation 
by its concerts in the project towns. As 
a result it has been invited to play at the 
State fair to be held at Salem, Oreg., the 
latter part of the summer. Much of the 
credit is due to the efforts of Prof. B. E. 
Maske, principal of the school. 



60 of the settlers on the Tule 
Lake division of the Klamath 
project have organized the Tule Lake 
Community Club. Herbert D. Newell, 
project superintendent, and C. A. Hender- 
son, Klamath County agricultural agent, 
were elected honorary members. 



T'HREE new settlers leased farms on 
the Belle Fourche project during the 
month, and a large number of inquiries 
concerning settlement opportunities have 
been received. A number of farm build- 
ings are in process of erection. 



COLLECTIONS for water-right charges 
on the Tieton division, Yakima 
project, amounted during the month to 
$51,454.09, or $2,660.58 more than for 
the same month in 1927. 



T'HREE prospective entrymen and one 
prospective purchaser of land visited 
the Riverton project during the month, 
two of whom made application for home- 
stead entry. 

T^HERE will be a considerable increase 
in the bean acreage on the Huntley 
project this season, owing to the favor- 
able contract offered by the D. M. Ferry 
Seed Co. for growing seed beans of 4J^ 
to 5 cents a pound, depending on the 
variety grown. A car of seed has been 
unloaded at Worder for distribution to- 
the farmers. 

81 



82 



NEW RECLAMATION ERA 



June, 1928 



Design of the Owyhee Dam, Owyhee Project, Oregon-Idaho 

By J. L. Savage. Chief Designing Engineer, Denser Office, Bureau oj Reclamation 



an engineering standpoint the 
Owyhee Dam, to be constructed on 
the Owyhtv project in eastern Oregon, is 
the most outstanding dam undertaken to 
date by the Bureau of Reclamation. 
With a height of 405 feet at maximum 
section and a total height of 520 feet above 
the lowest concrete in the foundation 
cut-off, this dam is likely to stand as the 
highest dam in the world until the great 
Boulder Canyon Dam is constructed. 

The Owyhee Dam will be of the con- 
crete arch-gravity type, with about three- 
fourths of the water load carried to the 
abutments by arch action and one-fourth 
carried to the base by gravity cantilever 
action. The ladius of the upstream face 
of the dam at the top will be 500 feet and 
both faces will be concentric about a 
common center. The top thickness will 
be 30 feet and the bottom thickness at 
maximum section will be 265 feet. The 
upstream face will be vertical for the top 
75 feet and below this will have a batter 
of 0.05 to 1. The downstream face will 
be generally on a slope of 0.626 to 1. The 
accompanying drawing shows the general 
plan, elevation, and sections of the dam 
in addition to the principal sections 
through the diversion and spillway tunnel 
and other general information. 

PRELIMINARY INVESTIGATION 

The preliminary investigation of the 
"Hole ia the Ground" reservoir site and 
the Owyhee damsite included five different 
geological examinations by three eminent 
geologists and the careful consideration of 
three eminent consulting engineers. A 
total of nearly $100,000 was expended for 
the pre'iminai-y investigations, including 
the cost of test drilling the damsite. Test 
holes to the number of 73 and to a total 
length of 7.800 feet (nearly 1J^ miles) 
were drilled to disclose the character of 
the formation rock on which the dam will 
be constructed. 

GEOLOGY OF RESERVOIR BASIN 

With water depths in the reservoir 
reaching a maximum of 350 feet at the 
dam and with not less than 270 feet of 
dead storage in the reservoir at all times, 
the geology of the reservoir site was given 
particular study. The greatest portion of 
the reservoir basin is in prebasaltic tuff 
which is practically impervious. This 
portion includes all of the reservoir nearest 
to the dam where water depths are great. 
The upper end of the basin where water 
depths are small is in practically tight 



formations of conglomerate, sandstone, 
shale, and tuff. The portion near the 
mouth of Dry Creek is in Columbia River 
basalt, which constitutes the only portion 
where any considerable leakage might 
occur. However, the geological opinions 
indicate that no serious leakage is to be 
expected through this formation owing to 
the great distance (several miles) to an 
outlet with various possibilities for stop- 
page along the way. 

GEOLOGY OF DAMSITE 

The test holes show the foundation 
material to consist of sand, gravel, 
cobbles, and boulders to a maximum 
depth of 60 feet, below which rhyolite is 
found of the same character as that 
exposed in the canyon walls. The rhyo- 
lite extends to a depth of 170 to 215 feet 
below the water surface and is bedded on 
pitch-stone agglomerate. Tuff of un- 
known depth is found below the agglom- 
erate. All of the geological and engineer- 
ing opinions have agreed that the founda- 
tion rock is suitable for the construction 
of the dam. 

The most serious flaw in the damsite ia 
the presence of a shattered zone or fault 
crossing the damsite at about the center 
of the river canyon. This shattered zone 
was first disclosed by the core drilling at 
the damsite and later by an open test pit 
located about 1,450 feet downstream 
from the damsite, where the fault leaves 
the river canyon. 

The shattered rock is confined between 
two seams of clay gouge spaced about 10 
feet apart. These seams are described 
by the geologists as indicating movement 
along fault lines. The rock between these 
clay-gouge seams is broken rhyolite com- 
posed of fragments generally under 6 
inches in their longest dimension and 
occasionally reaching 14 inches in length. 
Although minutely shattered the frag- 
ments retain their original relative posi- 
tion and have not been rotated. This 
shattered zone is believed to extend 
through the stratum of rhyolite to agglom- 
erate or tuff and it is anticipated that 
considerable leakage would occur through 
this broken rock if left in place. The 
geological opinions have indicated that 
the shattered zone probably stops at the 
less brittle formation of agglomerate 
below the rhyolite and in any case at the 
tuff. It is therefore anticipated that the 
fault zone cut-off will extend entirely 
through the rhyolite and that it will 
terminate on either the agglomerate or 
the tuff. 



PRELIMINAR Y DESIGNS AND ESTI- 
MATES 

Before adopting the arch-gravity type 
of dam careful preliminary designs and 
estimates were prepared for five different 
alternative types, including a light arch 
section, an intermediate arch section, a 
heavy arch section (arch-gravity section), 
a straight gravity, and a slightly curved 
gravity dam. Based on these studies the 
heavy arch or "arch-gravity section" 
was adopted. This type is in reality a 
section which if straight and not subject 
to uplift pressures would figure safe as a 
gravity dam with the resultant line of 
pressure passing through the downstream 
one-third point and with a sliding factor 
of 0.65 or less at all elevations. While 
this heavy-arch dam is in no sense a 
gravity section it has been called an arch- 
gravity dam for the reason that the loads 
are carried partly by arch action and 
partly by gravity action. 

In all of these studies, including both 
the arch and gravity sections, uplift 
pressures have been assumed to act over 
the whole area of the base, varying from 
full hydrostatic pressure at the upstream 
face to one-half hydrostatic pressure at 
the drainage wells, and diminishing uni- 
formly thence to zero or tail-water pres- 
sure at the downstream face. The verti- 
cal components of water pressure on the 
upstream and downstream faces have 
been included in the cantilever loads. 

The cantilever studies include the 
effect of convergence of the sides and the 
shear and moment deflections of the 
foundation. The arch studies include the 
effect of shear, rib shortening, and abut- 
ment deflections due to thrust, moment, 
and shear. The formulae for calculating 
the yielding of foundation and abutments 
are taken from the paper "Uber die 
berechnung der fundament deforma- 
tionen " by Dr. Fredrik Vogt. The effects 
of yearly temperature changes were 
included in the preliminary computations. 
The final studies will include consideration 
of the effect on the stresses of the setting 
heat remaining in the concrete at the time 
of grouting the joints. It is also intended 
to study in the final computations the effect 
on the stresses of saturation of the concrete. 

By giving the cantilever elements an 
initial water load before grouting the 
vertical contraction joints, which can 
be accomplished in the normal procedure 
of filling the reservoir, it may be possible 
to better distribute the water load be- 
tween the arch and cantilever elements, 
thereby reducing the arch stresses, which 



June, 1928 



NEW RECLAMATION ERA 



83 



.^ Normal WaterSurface El. 2670.0- 



NEEDLE VALVE: SECTION 




t -"" Fe/site '" " '-!. 2270 1 

^Cut-off across fault SLUICE GATE SECTION 



NW.S. 1 2870.01 



MAXIMUM SECTION 



P L. A N 

\, .Top of Parapet El 2678.67-, t /Top of Dam_ El. 2675 t , 
.-Penstock Trash Rack 



FAULT PLANE 



100 200 300 






/z'Ave. 





jBJKK.0 



R-SOO' 



CREST OF DAM 

QUANTITY IN THOUSANDS OF CUBIC YARDS 
100 ZOO 300 400 500 



{...Original Rock Surface ~^^ ea "TW**** 2600 

z 

,Spillwa Y Tunnel SECTION A- A SECTION B-B | 2500 

' j 2400 



'f-Fault Plane 
UPSTREAM ELEVATION 

{ DEVELOPED ) 

60 ' 12 Spillway Rinq Gate -. 
Permanent Crest f/. 2658.-.. j / 



Sto.SKlO 




( Sta.7'OO.h Outlet 2300 

18'Ave. U 
'2'Mm. 



100 200 300 400 500 

CONCRETE IN DAM 



STORAGE IN HUNDRED THOUSAND ACRE-FEET 

3 4567 8 9 10 II It 



~'v'~r"' 
SECTION THRU DIVERSION AND SPILLWAY TUNNEL 



2340 



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RESERVOIR CAPACITY CURVE 



Owyhee Dam. Plan, ele^ ation, and sections 



84 



NEW RECLAMATION ERA 



June, 1928 



are the maximum stresses. The system 
for grouting the vertical contract ion 
joints lias been designed with this pro- 
cedure in mind, and the specifications 
will make provision for beginning storage 
in advance of completion of the dam or 
the postponement of grouting until after 
the completion of the dam as required 
to control the load conditions at the time 
of grouting the contraction joints. 

The load distribution between the arch 
and cantilever elements is found by the 
trial-load method which has been in use 
by the Bureau of Reclamation engineers 
for several years. This method has been 
improved recently by the use of unit 
loads which have reduced the work 
materially. 

GATE INSTALLATION 

The gate installations in the dam 
include sluice-gate outlets at elevation 
2370, needle valve outlets at elevation 
2470 and power penstock outlet at 
elevation 2570. High water in the 
reservoir is at elevation 2670 and the top 
of dead storage is at elevation 2590. 
The sluice-gate outlet will consist of three 
outlet conduits, each conduit being con- 
trolled by two 4 by 5 foot cast-iron sluice 
gates, arranged in tandem alignment and 
operated by oil-pressure cylinders from a 
gallery in the dam. The needle-valve 
outlet will consist of three cast-iron lined 
conduits, each conduit being controlled 
by a 48-inch balanced needle valve and 
a 4 by 4 foot high pressure emergency 
gate. The needle valves will be mounted 
at the downstream end of the conduits 
and the emergency gates will be located 
near the upstream face of dam. Opera- 
tion of emergency gates will be by oil- 
pressure cylinders from a gallery in the 
dam. A 4-ton traveling crane will be 
installed in the valve house to serve the 
needle valves. The power penstock out- 
lets will consist of two 6-foot conduits, 
each controlled by a 5 by 6 foot cast-iron 
emergency gate. The gates will be 
operated by oil-pressure cylinders from 
a gallery near the upstream face of the 
dam. The outlet conduits will bend 
downward and enter the canyon wall 
within the base of the dam, terminating 
in a common penstock tunnel at a distance 
of about 50 feet from the base of the dam. 
The penstock tunnel and power plant 
are not to be constructed at the present 
time. 

TRASH-RACK STRUCTURES 

All of the different outlets from the dam 
are protected by trash-rack structures of 
the same general design. These consist of 
a reinforced concrete semicylindrical struc- 
ture, carrying rack bars of structural steel. 



The bare are 6 by T-g-inch steel bars 
spaced 6 inches on centers in the sluice- 
gate and needle-valve outlet and 6 by }^- 
inch steel bars spaced 3J4 inches on centers 
in the power penstock structure. The 
rack velocities in sluice-gate outlet will 
vary from 2.1 feet per second under a 
50-foot head to 5.3 feet per second under 
a 300-foot head. In the needle-valve 
outlet the rack velocities will vary from 
0.9 foot per second under a 25-foot head 
to 2.6 feet per second under a 200-foot 
head. The rack velocities for the power 
outlet will be less than 1 foot per second. 

DIVERSION TUNNEL 

The designs provide for a 22-foot diam- 
eter horseshoe tunnel 1,005 feet long, for 
diversion of the river during construction, 
the greater part of the tunnel being uti- 
lized for the permanent spillway. The 
tunnel intake is designed with provision 
for temporary closure utilizing headwall 
grooves, and keyways are provided up- 
stream from the spillway shaft for final 
closure by means of a concrete plug. 
Studies of the capacity curve of the 
diversion tunnel as compared with the 
maximum river discharge of record indi- 
cate a height of cofferdam of about 60 
to 75 feet. 

SPILLWAY 

The spillway will consist of a vertical 
shaft connecting with the diversion tunnel 
at a point 240 feet below the tunnel intake. 
The spillway shaft will be controlled by a 
60 by 12 foot spillway ring gate operating 
in an annular pressure chamber formed in 
the spillway crest structure. The ring 
gate is a floating type crest similar in 
operation to the drum gate but designed 
with much better hydraulic conditions for 
flow into a vertical spillway shaft. The 
gate will be of structural steel construc- 
tion embodying 12 shop riveted segments, 
which are riveted together in the field to 
form the complete ring gate. The opera- 
tion of the ring gate will be controlled 
automatically by a needle-type valve in 
the same manner as the recent drum gate 
installations of the Bureau of Reclama- 
tion. The application of the ring gate for 
spillway control is believed to be new and 
the engineers who developed this device 
are making application for patents on the 
gate and . some of the control features. 
This type of gate effected a material 
saving in cost as compared with the 
usual drum-gate installations. 

PRINCIPAL ITEMS OF WORK 

The construction of the Owyhee dam 
will involve the following principal items 
of work: 



Excavation, earth and loose 

rock cubic yards. . 135, 000 

I Acavation, solid rock. do 70, 000 

Excavation, all classes, spill- 
way shaft cubic yards. . 15, 500 

Kxeavation, all classes, diver- 
sion and spillway tunnel 

cubic yards.. 35,000 

Drilling grout holes, 

linear feet.. 11,000 

Drilling drainage holes, 

linear feet-. 7,000 

Concrete in dam. cubic yards. - 490, 000 

Concrete in fault zone.-do 17, 600 

Concrete in spillway inlet and 
oulet, spillway shaft, and 
tunnel lining.. cubic yards-- 12, 000 

Concrete in needle-valve 
house, trash-rack structures, 
etc cubic yards-- 825 

Placing reinforcing steel, 

pounds.- 675,000 

Installing pipe and fittings for 
grouting radial contraction 
joints pounds-- 115, 000 

Installing and painting gates 
and valves with appurtenant 
metal work pounds __ 1,760, 000 

Installing and painting struc- 
tural steel ring gate with 
appurtenant metal work 
pounds-. 440,000 

Installing and painting trash- 
rack steel pounds.. 183, 000 

CONSTRUCTION RAILROAD 

A railroad for transporting construction 
materials to the dam site is already under 
construction, having been contracted to 
the General Construction Co., of Seattle, 
Wash., for completion November 21, 1928. 
This railroad will run from its junction 
with the Homedale branch of the Oregon 
Short Line Railroad near Dunaway Sid- 
ing, Oreg., to the dam site, a distance of 
about 24 miles. The railroad will be of 
standard gauge with 70-pound rails, hav- 
ing a maximum grade of 0.5 per cent 
toward the dam and 1 per cent from the 
dam. 

ELECTRIC POWER FOR CONSTRUCTION 

Electric power for construction pur- 
poses will be available at the dam site at 
2,300 volts. Arrangements are being 
made with the Idaho Power Co. to trans- 
mit power generated at the Government 
power plant at Black Canyon Dam over 
the company lines as far as the Ontario- 
Nyssa substation and from this poinj; the 
Government is constructing a 66,000-volt 
single-circuit wood-pole transmission line 
to the dam site. A 2,000-kva step-down 
substation will be provided at the dam 
site and power will be sold to the con- 
(Continued on page 85) 



June, 1928 



NEW RECLAMATION ERA 



85 



Silt in the Colorado River and its Relation to Irrigation 



E Department of Agriculture has 
recently issued Technical Bulletin 
No. 67, entitled "Silt in the Colorado 
River and Its Relation to Irrigation," by 
Samuel Fortier, senior irrigation engineer, 
and Harry F. Blaney, associate irrigation 
engineer, of the Division of Agricultural 
Engineering, Bureau of Public Roads. 
The authors state that it is only a prelimi- 
nary report, which does not undertake to 
offer a complete solution of the silt prob- 
lem. However, it is a very complete col- 
lection of available silt data from which 
some interesting and valuable conclusions 
are drawn. 

In its studies the Division of Agricul- 
tural Engineering had the cooperation of 
the Department of Public Works of the 
State of California and the Imperial Irri- 
gation District. Results of investigations 
by the Geological Survey and Bureau of 
Reclamation were also available. A brief 
synopsis of the "Summary and general 
conclusions" follows: 

FEASIBLE CONTROL MEASURES 

The economical remedial measures 
feasible of application to the control of 
Colorado River silt are (1) The storage 
of silt in a large reservoir located near the 
end of the canyon section, supplemented 
by storage of silt in smaller reservoirs 
located on tributaries; (2) the forming of 
settling basins and the installation of 
desilting structures at or near intakes of 
diversion canals; (3) the exercise of effi- 
cient control over the growth and mainte- 



Owyhee Dam Design 

(Continued from page 84) 

tractor at 2,300 volts at rates to be stated 
in the contract. 

SAND AND GRAVEL PITS 

Excellent sand, gravel, and cobbles are 
available for the construction of the dam 
from natural deposits in the vicinity of 
Dunaway Siding, Oreg. The construc- 
tion railroad connects with the Homedale 
branch of the Oregon Short Line Railroad 
at this point. The gravel pits are owned 
by the Government and no charge will be 
made to the contractor for the materials 
used in the construction of the dam. Pre- 
liminary tests indicate that practically all 
of the materials in the pit, with the possible 
exception of a small percentage of sand, 
can be utilized in the concrete and that the 
material will make durable concrete of high 
strength. Cobbles up to 8 inches in diam- 
eter will be utilized in the concrete. 



nance of native grasses and other veg- 
etable covering. 

The specific gravity of silt transported 
by the Colorado River is normally 2.65, 
but the weight per unit varies within 
wide limits. After the river emerges from 
the canyon section and flows on flatter 
grades, the heavier silt is deposited as bed 
silt. The suspended silt transported into 
the lower basin of the Colorado River is 
fine in texture, and may be transported 
long distances if the mean velocity of the 
current exceeds two-thirds of a foot per 
second. 

SILT CONTENT OF COLORADO 

Although great quantities of silt are 
removed annually from the Imperial Val- 
ley canals by mechanical means, it is 
mainly bed silt, the quantity of suspended 
silt deposited being a small portion of the 
total quantity carried in suspension. The 
estimated average annual cost of silt dis- 
posal and control in Imperial Valley 
canals is about $1,000,000. By properly 
designed settling basins, sluiceways, and 
desilting structures at the intakes of di- 
version canals it is possible to rid the water 
of half its suspended silt and most of the 
bed silt. Determinations of silt content 
of river water are usually made on a 
weight basis. "Percentage of silt by 
weight" is equivalent to the grams of dry 
silt contained in 100 grams of water and 
is derived by weighing the water, then 
the dry silt, and taking the proportion of 
the latter to the former. It is believed 
that the dry sediment in 1 cubic foot of 
suspended silt as carried by the Colorado 
River below Laguna Dam would weigh, 
on an average, about 62.5 pounds. 

The dry weight per cubic foot of Colo- 
rado River sediment varies from 40 
pounds for fine silt deposited in settling 
basins in Imperial Valley to 97 pounds 
for bed silt in Imperial VaUey canals. 
The average weight of silt deposited in a 
large reservoir would depend on the 
thoroughness with which the fine silt was 
mixed with the coarse. If the two grades 
were deposited separately, the mean 
weight of dry silt contained in a cubic 
foot of moist sediment would approach 
70 pounds, whereas if mixed the weight 
would be greater, but the average weight 
would not exceed 85 pounds. It is esti- 
mated that the normal quantity of silt an- 
nually transported to the lower end of the 
canyon section is 253,628,000 tons, or 137,- 
000 acre-feet, on the basis of an average 
weight per cubic foot of 85 pounds. This 
figure is approximately 37 per cent higher 
than previous estimates have indicated. 



Preventing silt from entering canal 
systems is a prime factor in the success of 
irrigation enterprises, but the means used 
to accomplish this purpose have been 
shown by experience to be temporary, 
unsatisfactory, or only partially effective. 

BOULDER DAM WOULD IMPOUND SILT 

The most feasible and economical means 
of solving the silt problem of Imperial 
Valley is to impound the river silt behind 
a high dam such as is proposed at Boulder 
Canyon. Partial resilting of the river 
undoubtedly will occur for some time 
below such a dam, but the regulation of 
the flow will permit the water users to 
divert the surface waters only, and as the 
channel scours, the quantity of silt enter- 
ing diversion channels will become negli- 
gible in time. In order that the capacity 
of a reservoir formed in Boulder Canyon 
may not be reduced by the deposition of 
silt more than two-thirds in 100 years of 
operation, it will be necessary to impound 
water to a depth of over 500 feet, if no 
other reservoirs are built above it. The 
construction of additional reservoirs and 
the increased use of water in the upper 
basin will tend to prolong the life of such 
a reservoir. 

The authors consider that 137,000 acre- 
feet is a fair estimate of the average 
amount of silt which would be deposited 
annually in a reservoir located near the 
lower end of the canyon section of the 
river. On this basis, in 100 years the 
silt would occupy a space in the reservoir 
equivalent to 13,700,000 acre-feet. The 
proposed Boulder Canyon Dam if built to 
a height of 550 feet above mean low water 
in the river, would store approximately 
26,000,000 acre-feet of water. In view of 
the fact that the quantity of silt trans- 
ported is now believed to be considerably 
more than previous estimates have shown, 
earnest consideration should be given to 
raising rather than lowering the height of 
the proposed structure, for the principal 
reason that water can be stored in the 
upper levels of such a reservoir at a cost 
not exceeding 75 cents per acre-foot of 
storage. 

The above are a few of the general con- 
clusions made by Messrs. Fortier and 
Blaney. The bulletin contains a chapter 
on "Silt-sampling equipment" which 
describes the various types of samplers 
used. There are a large number of 
tables accompanying an interesting dis- 
cussion of investigations in Imperial 
Valley, the Yuma irrigation project, and 
at other points in the lower Colorado 
River basin. 



86 



NEW RECLAMATION ERA 



June, 1928 



Enlargement of Minidoka Power Plant, Minidoka Project, Idaho 

Growth of Minidoka Project Use of Electricity Requires Addition of a Sixth Power Unit 



By H. H. Plumb, Engineer, Denver Office, Bureau of Reclamation 



"IMTINIDOKA power plant, located on 
^'*- Snake River at Minidoka Dam, was 
constructed in 1909. The original instal- 
lation consisted of five main units and two 
exciter units, with a total capacity of 
10,000 horsepower. At that time it was, 
one of the largest power plants in Idaho. 
The plant was constructed primarily to 
supply cheap power for irrigation pump- 
ing to the lands on the South Side division 
of the Minidoka project in the vicinity 
of Burley, Idaho. Although the irriga- 
tion pumping plants have used the greater 
part of the electric power from this plant, 
there has been a surplus which has been 
sold at wholesale to the project towns and 
mutual electrical companies. The sale of 
this power has enhanced the prosperity 
of the whole project in several important 
ways. Profits accruing from the sale of 
power are credited to the water users 
through their districts. The project 
towns are also realizing profits in retailing 
electric light and power, which are being 
applied to the betterment of the com- 
munities, permitting early attainment of 
such things as front-rank public schools, 
pavements, and other civic improve- 
ments which could be had otherwise only 
by substantial increase of taxes. Not 
least among the benefits from the sale 
of surplus power is the benefit to the 
project farms and homes in making life 
more worth living on account of the labor- 
saving appliances and comforts that 
electricity provides. 

By a happy coincidence, power for 
pumping irrigation water is needed only 
in the summer, whereas heat is required 
in the winter. This has made it possible 
to use the plant largely for irrigation from 
April to November, and largely for sup- 
plying electric heat to project homes, 
stores, offices, schools, etc., from October 
to May, when the power would otherwise 
go to waste. Electric lights and power 
are required throughout the year, of 
course. This combination has made pos- 
sible a high percentage of utilization such 
as few other power plants enjoy. 

Although this plant has now been 
operating practically 24 hours per day for 
some 19 years, it is by no means worn out. 
It has been a matter of pride with those 
entrusted with the care of the plant to 
keep every part of the equipment in the 
best of condition at all times, so that the 
best possible service might be rendered. 
Hence the plant is still good for many 
more years of service. 



MORE POWER NEEDED 

With the growth of the project, more 
commercial power has been required, 
and more pumped water has been needed. 
These demands outgrew the capacity of 
the Minidoka plant in 1921, and an ex- 
change agreement was then made with 
the Boise project and the Idaho Power 
Co. whereby one-half of the capacity of 
the Boise Diversion power plant, amount- 
ing to about 800 kilowatts, was made 
available to the Minidoka project. Dur- 
ing these years plans were being worked 
out for the construction and financing of 
the American Falls Dam with its power 
privileges, which were intended to provide 
a supplementary supply of power needed 
on the Minidoka project. The power 
shortage became so acute in 1924, in 
spite of the additional power secured from 
the two small plants at American Falls, 
which were acquired from the Idaho 
Power Co., that the installation of a 
sixth unit at Minidoka power plant was 
authorized. 

The sixth unit was placed in the space 
occupied by the two turbine-driven ex- 
citers and the largest turbine that could 
be installed in the available space was 
3,500-horsepower capacity. The old ex- 
citers were replaced with two new motor- 
driven exciters which were installed in a 
suitable location where they would not 
inlerfere with the new construction work. 
The new exciters have a direct current 
capacity of 1,080 amperes each at 125 
volts and the five original generators can 
be supplied by one of these exciters, leav- 
ing the other as a spare. Each exciter is 
direct connected to a 200-horsepower 
motor, 1,200 speed, 2,300 volt, both 
motor and generator being mounted on a 
common cast iron plate. Remote con- 
trol is provided so that the operator may 
start either unit by pressing a button on 
the switchboard. 

In order to be able to start up the plant 
after a complete shut down, the storage 
battery required for operation of the oil 
circuit breakers was provided with suffi- 
cient capacity to excite one generator long 
enough for starting purposes. Provision 
was made for charging this battery with 
Tungar rectifiers, which were chosen in 
preference to the customary motor-gen- 
erator set because the rectifiers have no 
moving parts and replacement of bulbs is 
more quickly and cheaply done than over- 
hauling rotating machinery. 



INSTALLATION OF NEW UNIT 

After the new motor-exciter sets and 
new station-service bus were placed in 
operation, the work of removing the old 
exciters was started in order to make 
room for the sixth unit. A cofferdam, to 
permit removal of the exciter penstock 
gates and installation of the new 11 by 11 
foot penstock gate, was placed over the 
entrance to the penstock during the 
autumn low reservoir period. Behind 
this cofferdam the old exciter gates were 
removed and the new penstock gate and 
frame were installed, after which the 
cofferdam was removed and the lake 
level brought back to normal. 

The new penstock to conduct the water 
from the reservoir to the turbine is 10 
feet in diameter at the large end, tapering 
to the scroll case of the turbine, and is 
made of one-half inch plate steel. The 
penstock is partly embedded in concrete, 
and the turbine scroll case entirely 
embedded. 

The 3,500-horsepower turbine operates 
at a speed of 200 revolutions per minute 
with a power head of 47 feet of water, and 
is 90 per cent efficient at full load. The 
speed is held constant within two revolu- 
tions per minute by a sensitive governor 
with motor-driven flyballs, and the 
heavy turbine gates are opened or closed 
a& necessary by the governor acting 
through sensitive but powerful relays 
using oil under high pressure, as the 
source of power, obtained by pumping oil 
into a pressure tank. The power water 
after passing through the turbine is dis- 
charged through a draft tube formed in 
the concrete. 

The generator is direct connected to 
the vertical turbine shaft with rigid flange 
coupling. The generator contains a 
liberal thrust bearing to support the 
weight of the rotating parts of the gen- 
erator, turbine, and exciter. This unit 
has its own exciter mounted above the 
generator and direct coupled to the ver- 
tical shaft, with capacity to excite this 
generator only. The generator has a 
capacity of 2,400 kilowatts, or 3,200 elec- 
trical horsepower at 2,300 volts, 3 phase 
and 60 cycles with full load efficiency of 
95 per cent, and operates as a unit with 
its bank of transformers. 

Power for the station oil pumps, blow- 
ers, main exciter motors, and other auxil- 
iaries is supplied from a station service 
bus which may be connected to either 



June, 1928 



NEW RECLAMATION ERA 



87 



unit No. 1 or No. 6 through automatic 
oil circuit breakers. Power is distributed 
from the station service bus to the 2,300- 
volt motors, and to the low voltage 
motors through a bank of three 50-kilo- 
watt transformers, which transform the 
voltage from 2,300 volts to 115 and 230 
volts. 

SAFETY MEASURES 

On account of insufficient room for 
additional high-voltage apparatus inside 
the station, and in order to reduce the fire 
hazard, it was found advisable to place 
the new transformers and high-voltage 
equipment out of doors. A steel switch- 
ing tower was provided, with one section 
for each oil-circuit breaker, and provision 
made for extending the tower by adding 
new sections as required. The tower was 
located near the power plant on a point of 
land projecting out into the reservoir. It 
was necessary to fill in the ground to some 
extent to provide a level foundation for the 
tower and apparatus. The tower con- 
tains one 33,000-volt oil-circuit breaker 
for each of the three outgoing transmission 
lines, one oil-circuit breaker to connect 
unit 6 to the 33,000-volt busbars, and one 
spare oil-circuit breaker which may be 
substituted for any of the other breakers 
when necessary to take them out of service 
for repairs or maintenance. These break- 
ers are the safety valves to relieve danger- 
ous conditions brought about by lightning 
or other causes, and are provided with 
ample capacity to interrupt the heavy 
current due to short-circuit conditions. 

Lightning arresters are provided for 
each line, whose purpose is to protect the 
transformers, generators, and other elec- 
trical equipment from excessive voltage 
caused by lightning or switching surges. 

The single-phase transformers for unit 
6 have a capacity of 800 kilowatts each or 
1,100 electrical horsepower, a total of 
3,300 horsepower for the three required for 
this unit. A fourth is provided as a spare 
to replace any transformer becoming 
damaged in service. These transformers 
are used to raise the generator voltage 
from 2,300 volts to 33,000 volts, the higher 
voltage being needed to transmit power 
for long distances without excessive loss. 
The transformer efficiency is almost 99 per 
cent. The transformers are provided with 
electric thermometers which will ring an 
alarm in case they get too warm for safety. 
The power is brought from the generator 
to the transformers through underground 
cables. Tracks, transfer car, and derrick 
are provided for moving the transformers 
from the outdoor station into the power 
house when necessary for maintenance or 



Reclamation Bureau Dams 

Estimated vs. Actual Cost 



repairs. 



THE SWITCHBOARD 



The switchboard for controlling the new 
unit has several points of interest. It 



'TVHE accompanying list shows a com- 
' parison of the estimated and actual 
costs of the principal dams constructed by 
the Bureau of Reclamation. It will be 
noted that on some of these the actual cost 
has exceeded the estimates, but the dams 
for which this is true are in all cases those 
which were constructed in the early years 
of the bureau's existence. The first 10 
years of construction activities by the bu- 
reau were years of rapidly rising costs in all 
lines, and construction work executed in 
many cases several years after the prepa- 
ration of the estimates naturally showed 
higher unit costs than were stated in the 
preliminary figures. 

During the past five years the Bureau 
of Reclamation has made a number of con- 
tracts for the construction of irrigation 
works in which total sums were named to 
cover the work included in the respective 
contracts, and in every case the contem- 
plated works have been completed within 
the figure stated in the contract. Owing 
to the uncertainties involved on account of 
unexpected foundation conditions, unan- 
ticipated flood heights, and many other 
risks, estimating the costs of dam con- 
struction is naturally one of the most diffi- 

contains a voltage regulator, which auto- 
matically keeps the generator voltage 
steady and at the proper value, this being 
done without any attention from the 
operators. An ingenious system of relays 
is provided, one of which instantly dis- 
connects the generator in case an electrical 
fire should start in the generator windings. 
A similar relay protects the transformer 
bank. Other relays ring an alarm bell in 
case of overload on the unit. The switch- 
board panel for the new unit provides for 
remote control of various operations such 
as opening or closing the 11 by 11 foot 
penstock gate. This gate opens by an 
electric motor which starts at the touch 
of a button and stops itself when fully 
open, and closes in the same manner. The 
oil-circuit breakers are closed by powerful 
electric magnets at the turn of a button, 
but are tripped out automatically by 
relays when trouble occurs out on the line. 
It will be readily seen that many of the 
devices described above have as their 
object the minimizing or elimination of 
interruptions to service. These are pro- 
vided in order to raise the standard of 
electric service to the project users of 
water and electricity, both of which are 
dependent upon a reliable power plant at 
Minidoka Dam. 



cult features of the engineering work of the 
bureau; and the enviable record achieved 
on the more recent dams, as shown in 
the table, is one of which any engineering 
organization might well be proud. 

Principal dams constructed or under con- 
tract by the Bureau of Reclamation 



Name 


Project 


Esti- 
mated 
cost 


Actual 
cost 


American Falls ' . 
Arrowrock > 


Minidoka.--. 
Boise 
Carlsbad 


$8,500,000 
6, 250, 000 
162,000 
1,040,416 
1,800,000 
198,000 
'1,394,590 

5,600,000 
"1,826,129 
1, 780, 000 
712,000 
1, 069, 000 
972, 455 
2,500,000 
1, 000, 000 
"3,750,000 
>H,000,000 
< 609,524 
4, 020, 000 


$7,300,000 
4,496,731 
1 315, 989 
'1,259,515 
1, 492, 305 
196,120 
1, 125, 098 

5, 004, 216 
1,566,240 
1, 700, 351 
661,000 
' 1, 892, 778 
'1,980,462 
2,116,828 
"1,794,366 
"3,806, 277 
1,439,135 
1518,904 
3, 756, 256 


Belle Fourehe 
Black Canyon 
East Park 


Belle Fourehe 
Boise 
Orland 




Salt Lake Ba- 
sin. 
Rio Grande.. 
Sun River 
North Platte. 
Yakima 
do 
Yuma 


Elephant Butte '. 
Gibson 




Kachess 
Keechelus 


McKay 


Umatilla 
North Platte. 
Salt River.... 
Shoshone 
Orland 


Pathfinder i 




Stony Gorge 


Yakima 






44, 184, 180 


42, 422, 571 



' Dam and reservoir. 

' Increase due to use of concrete core wall instead of 
sheet piling, two new tunnels to increase spillway capac- 
ity, and an additional spillway of reinforced concrete. 
These changes cost over $100,000. 

' Failure of contractors delayed work two years, and 
this, together with additional construction of a gravel 
berm and installation of auxiliary valves, increased the 
estimated cost. 

< Engineer's estimate of cost of principal construc- 
tion Does not include gates, cement, or other acces- 
sories and materials furnished by the United States. 
Contractor's bid. 

Modified by board report of Dec. 16, 1913, to 
$1,337,000. 

' Difficulty of obtaining suitable material increased 
cost by $240,000. Other changes which greatly in- 
creased the original estimate were riprapping, inclusion 
of concrete cut-off wall, changes in tunnel scheme, in- 
creased excavation for spillway and heavier concrete 
lining, additional road construction and clearing and 
logging reservoir the latter item alone costing $290,000. 
s The surface of the dam was paved with concrete 
instead of rock as originally intended, due to poor quali- 
ty of rock obtainable. Notwithstanding predictions of 
geologists, the rock uncovered in the quarries was found 
unsuitable for such paving, and its use had to be 
abandoned in favor of concrete. Sluiceways were also 
paved with concrete for the same reason. There was 
considerable waste in quarrying, at times 50 per cent, 
due to poor quality of rock, thereby greatly increasing 
excavation quantities. Use of sheet piling had to be 
considerably increased. The river break into Salton 
Sea increased transportation difficulties by rendering 
the river unnavigable. There was a large increase in 
cost due to increase in price of labor and materials. 

No detailed estimate found, but early board reports 
show $1,000,000 allowed for Pathfinder Reservoir. 

> Increase partly due to the building of an additional 
outlet tunnel, and changes made in north tunnel, both 
together amounting to $641,000. 
n 190-foot dam. 
" 220-foot dam. 

No detailed estimate found, but early correspond- 
ence gives $1,000,000 as the preliminary estimate. 



AT Gibson Dam, Sun River project, 
13,260 cubic yards of concrete were 
placed in the dam during the month, 
bringing the total to 26,000 cubic yards. 
The river has been rediverted from the 
flume through the diversion openings 
of the dam. 



NKW RECLAMATION EKA 



June, 1928 




Reclamation Project Women and Their Interests 

By Mae A. Schnurr, Secretary to the Commissioner and Associate Editor, New Reclamation Era 




Convenient Kitchens in Rural Districts 




Utilizing waste space 

A THOUSAND or more meals are pre- 
^^ pared in the average family kitchen 
each year. Three hundred and sixty-five 
breakfasts, dinners, and suppers entail a 
lot of planning and work, and much 
thought and effort along the line of short- 
ening the housewife's time in the kitchen 
should be given as it affects so many. 

Washing and ironing and lots of other 
work not directly connected with the 
preparation of food are often crowded in 
the home kitchen. The ideal arrange- 
ment is to except these. 

The small oblong kitchen is recom- 
mended over the big square kitchen of 
earlier days and in planning a new home 
this can be considered, but many times it 
is up to the housewife to make the best of 
what she has. 



Utilizing Waste Space 

The corner between the stove and the 
wall is almost never utilized. In most 
kitchens it is too small and awkward to 




get at, so nothing is kept there. This 
waste space in the picture was made even 
more hopeless because an old, unused 
staircase ran up to the second floor just 
there. The stovepipe was run through 
this staircase, the wood lined with metal 
to make it fireproof, and the space under 
the tread was made into a closet for pots 
and pans, mop, soap shaker, and other 
accessories to dishwashing. A home- 
made sink was installed, taking advantage 
of the good light from the window. There 
was another space available above the pot 
cupboard and as the heat from the stove- 
pipe is just right for a warming closet, 
the housewife raises her bread there. 

She also made herself a wheel-tray from 
an old washstand, and a high stool, and 
took all the old paint off her kitchen 
cabinet, enameled it white, and painted 
a number of coffee cans for cereals and 
supplies, thus making her kitchen very 
compact and convenient. 



Improved farm kitchen 



Improved Farm Kitchen 

Here's a New Jersey farm kitchen which 
has all the conveniences of a city home and 
some of the advantages of a country house, 
too. The very modern porcelain sink has 
been properly placed at a height from the 
floor convenient for the woman who is 
likely to do most of the work at it. The 
sink has a drain board of its own and there 
is a little extra shelf at the side for better 
handling of the dishes as they are washed. 
Soiled dishes are brought from the table on 
the tea wagon, which was made by the 
woman and her husband. A high stool, 
which is on casters, like the tea wagon, 
enables the housewife to sit down while 
washing dishes if she wishes to. Under the 
handy shelf above the sink all the small 
miscellaneous utensils in constant use are 
hung as soon as they are washed. A drain 
basket is used to eliminate some of the 
wiping with a towel, since dishes may be 
placed in the basket and drenched with 
scalding hot water, then left to dry. 



Kitchen Lighting 

. Every kitchen needs good artificial 
lighting as well as plenty of daylight and 
sun during some part of the day. 

Good lighting arrangement for the farm 
kitchen would seem to involve four funda- 
mental principles: 




Kitchen lighting 

1. Adequate lighting. 

2. Absence of glare. 

3. Good distribution of light. 

4. Pleasing appearance. 

Dark, gloomy kitchens may often be 
transformed into cheerful workrooms by 
cutting an additional window or by paint- 
ing walls, woodwork, and equipment a 
color that reflects rather than absorbs 
light. 

The kitchen shown above is in a purely 
rural section. It is in charge of a real 
housekeeper. 

A Double Decker Table 

A housekeeper living in Wythe County, 
Va., had a small table which she liked to 
use in her kitchen, but she found that it 
was much too low for comfort in working. 
She made it higher by adding an upper 
deck about 10 inches above the original 
top. This was finished with linoleum, so 
that it could be used in conjunction with 
her dish drainer, next to the sink. Casters 
were put on the table, also hooks for small 
brushes used around the sink, and a large 
white enamel pitcher needed to scald her 
freshly washed china. There was space 




A double-decker table 



June, 1928 



NEW RECLAMATION KKA 



89 



in the lower "deck" for the dishpan and 
dish drainer when not in use. The 
bottom of an old roasting pan was fitted 
with handles and used as a tray. With this 
equipment the housewife could dispense 
with wiping her dishes entirely, except 
for silver and glass. A set of convenient 
drawers built under the drainboard on the 
other side of the sink served as a place in 
which to keep clean towels and aprons. 



Budgets and 

Household Accounts 

The woman in the home partnership 
often handles the greater part of the 
family money. For the same reasons 
that business accounting is considered 
important, family expenditures should be 
recorded. After all, there is a certain 
satisfaction in seeing what can be accom- 
plished with the means at one's disposal. 

The various groups of home expenses 
food, housing, clothing, etc. may be 
compared to the different divisions of a 
business enterprise. Without a satisfac- 
tory system of records there would be no 



way for the business man to know which 
departments were well managed and 
which needed improvement. 

On a comparable basis any group of 
household expenses must stay within the 
budget for that group. It is not enough, 
therefore, merely to list home expenditures 
in miscellaneous order, they must be classi- 
fied under different heads so they may be 
analyzed and used as a guide to future 
spending. 

If household accounts are set up this 
year and division of expenses is made, 
experience will teach a better way to set 
them up next year and, with this year's 
accounts as a nucleus, it won't be long 
before the housewife will have worked 
out household accounts peculiarly fitted 
to her needs. There will be no uncer- 
tainty but facts black on white to form 
the basis of improvement. 



Reclamation Reservoirs 
Stocked With Food Fish 

Many storage reservoirs of the Bureau 
of Reclamation are becoming so well 



stocked with choice fish as to be very 
inviting to the sportsman. During the 
past 10 years the records show that more 
than a million and a half fish have been 
placed in 12 reservoirs. 

The fish selected for stocking these arti- 
ficial lakes of the Government are of the 
choicest varieties. For the warmer wa- 
ters of the reservoirs in the Southwestern 
States black bass, large-mouth bass, rock 
bass, crappie, sunfish, catfish, buffalo fish, 
and yellow perch have been supplied in 
large numbers. The species furnished for 
the more northerly reservoirs have been 
largely the eastern brook trout, black- 
spotted trout, rainbow trout, and lake 
trout. 

The fish are delivered by means of the 
Bureau of Fisheries cars at the railroad 
stations nearest the waters for which 
they are intended and thence transported 
to the reservoirs by motor truck or other 
conveyance by representatives of the Bu- 
reau of Reclamation. Thus, selected fish 
from far away waters come into the \Vest 
where they multiply under favorable 
conditions and promise sport and food to 
a developing people. 




INTERNATIONAL WATER COMMISSION 

UNITED STATES AND MEXICO 

This photograph was taken at the first joint meeting of the American and Mexican sections of the Commission at El Paso, Tex., February 28, 1928. 

Seated, left to right: Gustavo P. Serrano, chairman, Mexican section; Miss Mae A. Schnurr, secretary, American section; Dr. Elwood Mead, chairman, American 
section. 

Standing, left to right: Gen. Lansing H. Beach, American section; Amando Santa Cruz, Mexican section (acting for Frederico Ramos, absent); J. Sanchei 
Mejorado, Mexican section; W. E. Anderson, American section; Fernandez MacGregor, secretary, Mexican section. 



90 



NEW RECLAMATION ERA 



June, 1928 



The Iron Canyon Project, California 

Summary of a Report of Investigations by Walker R. Young, Engineer, Bureau of Reclamation 



A REPORT of investigations of the 
^^ Iron Canyon project by Walker R 
Young, engineer, Bureau of Reclamation, 
with map, plans, and cost, has been 
printed in Bulletin No. 13, entitled, 
" Development of the Upper Sacramento 
River," by the division of engineering and 
irrigation of the Department of Public 
Works of the State of California. These 
investigations were undertaken under a 
cooperative agreement dated January 26, 
1924, between the United States, the 
State of California, and the Sacramento 
Valley Development Association. The 
following is a summary of the data pre- 
sented in the report: 

GENERAL 

The Iron Canyon project has an esti- 
mated area of about 277,000 acres and is 
located in the upper Sacramento valley 
extending from Red Bluff Creek to point 
of diversion on the north to the Colusa- 
Yolo County line on the south, a distance 
of over 100 miles. All but about 7,000 
acres are located on the west side of the 
river. 

The water supply is to be obtained from 
the storage of surplus flood waters in a 
reservoir having a capacity of more than 
1,000,000 acre-feet, about 4 miles above 
Red Bluff, formed by the construction of a 
concrete gravity dam in Iron Canyon. 
Power to the estimated amount of 110,000 
horsepower can be developed at this 
dam. About 10,000 horsepower can also 
be developed 5 miles below the diversion 
dam. The gross cost of the project is es- 
timated at about $56,000,000, or more 
than $200 per acre. 

WATER SUPPLY 

The Sacramento River has an average 
annual flow above Iron Canyon dam site 
of about 10,000,000 acre-feet. The mini- 
mum flow of record is about 3,000,000 acre- 
feet for the year 1923-24, or about 30 per 
cent of normal. Prior water rights will 
require about 1,677,000 acre-feet. The 
shortage for 1923-24 is the only one that 
has occurred in a period of 29 years. 
Storage in the reservoir will be provided 
for 1,121,900 acre-feet, and allowing for 
seepage, evaporation, and some natural 
inflow, an estimated net amount of 800,000 
acre-feet of water will be available through 
storage. 

POWER DEVELOPMENT 

About 110,000 horsepower can be devel- 
oped at the Iron Canyon Reservoir. The 



head will range from 115 feet to a maxi- 
mum of 152.5 feet, and the average 
annual output is estimated to be about 
600,000,000 kilowatt-hours. Another 
power plant is planned to be located about 
5 miles below the diversion dam at 
Mooney Island, at which it will be possi- 
ble to develop about 60,000,000 kilowatt- 
hours. The average annual possible rev- 
enue from power is estimated at nearly 
$2,000,000. 

ENGINEERING FEATURES 

Storage is by a concrete gravity section 
dam with an upstream face vertical and 
1:1 downstream face. Height, 180 feet; 
length, 5,175 feet; location, about 3 miles 
above Red Bluff. A gap in the rim of 
the reservoir will be closed by an em- 
bankment 67 feet high with a concrete 
core wall. 

The diversion works are to be located 
in the Sacramento River, about 3 miles 
below Red Bluff, and consist of a con- 
crete weir 832 feet long with 12 openings, 
in which are installed roller gates. A 
sluiceway is located at one end of the dam 
and a fishway at the other end. 



Pathfinder Reservoir 

Again A Bird Reserve 

President Coolidge has issued an execu- 
tive order reestablishing the Pathfinder 
Reservation in Wyoming, for use as a 
preserve and breeding place for native 
birds. 

This reservation includes primarily the 
Pathfinder Reservoir, the lake impounded 
by the Pathfinder Dam, and its immediate 
surroundings. This area was once before 
designated as a bird sanctuary and existed 
as such from 1909 to 1922. Its value was 
chiefly as a breeding place for water fowl. 
These birds in their migrations then 
seemed to change their habits and stop less 
at this lake than formerly. It was 
thought wise to release the restrictions 
with relation to it. Of late, however, the 
migrating water fowl have returned and 
the Secretary of Agriculture has recom- 
mended its reestablishment as a bird 
reserve. 

Thus in this area it becomes again un- 
lawful "to hunt, trap, capture, wilfully 
disturb or kill any wild animal, or bird of 
any kind whatever, or take or destroy the 
eggs of any wild bird except under such 
rules and regulations as may be prescribed 
by the Secretary of Agriculture." 



The west side low-line canal begins at 
the diversion dam and extends for over 
120 miles down the river. It includes 29 
siphons and 10 wasteways, and at a point 
4.7 miles below the intake there will be 
located the Mooney Island power plant. 

The west side high-line canal begins at 
the diversion dam and will furnish water 
for irrigating about 40,000 acres of land 
with a maximum lift of 50 feet. The 
capacity of the canal is 370 second-feet. 

The east side canal diverts from the 
Iron Canyon Reservoir and will irrigate 
about 7,000 acres. Maximum capacity 
it 90 second-feet. 

COST" BV FEATURES 

Item Gross cost 
Iron Canyon Reservoir and power plant.. $24, 772, 500 

Diversion dam _ 1,410,000 

Main canal to Mooney Island 938,065 

Mooney Island power plant 928, 000 

Main canal below Mooney Island, exclusive 

oflining. 5,798,255 

Main canal lining 7,853,545 

Red Bank pump canal 1,088, 132 

Red Bank pump plants 452,079 

Remainder of pump plants 496, 776 

Carriage for pump areas near Orland proj- 
ect- 348,000 

7,000-acre east-side unit 134,000 

Project administration buildings 83,500 

Distribution system 7,891,650 

Drainage system 3,945,825 



Total, construction items . 
CROPS 



56, 140, 317 



A wide diversity of crops, including 
alfalfa, barley, oats, wheat, rice, melons, 
garden truck, citrus fruits, nuts, olives, 
pears, plums, and grapes, can be grown on 
the project. The growing season is from 
March to October. Experiments have been 
made on cotton with satisfactory results, 
and it is believed that it may become an 
important crop on this project. 
TRANSPORTATION AND SETTLEMENT 

The main line of the Southern Pacific 
Railroad runs through the project, and no 
lands are more than 5 miles from the 
main or branch line of the railroad. 
There is a well-developed system of high- 
ways, including a paved road from San 
Francisco, Calif., to Portland, Oreg., 
which runs through the length of the 
project. Markets aie favorably located, 
and the principal towns are Corning, 
Willows, Arbuckle, Red Bluff, Orland, 
Maxwell, Colusa, and Williams. 
RECOMMENDATION 

The report concludes with the following 
recommendation : 

"If a large project in Sacramento Valley 
is considered feasible and desirable, it is 
recommended that further investigation.' 
be made of other areas which might be 
served by Iron Canyon Reservoir in order 
that a judicial selection of the area to be 
included within the project may be made. 
Several projects which may have merit 
are described in the report." 



June, 1928 



NEW RECLAMATION ERA 



91 



Legal Notes Relating to the Reclamation Projects 

State Taxation of Land Which the United States Has Contracted to Sell 



TN City of New Brunswick o. United 
States, decided April 9, 1928, the 
Federal Supreme Court considered the 
power of a State to tax real property sold 
by the United States, acting by the 
United States Housing Corporation, the 
purchase price being payable in install- 
ments over a period of years. The pur- 
chaser had made the payments (10 per 
cent of the purchase price) entitling him 
under his contract with the United States 
to call for a deed, with mortgage back to 
secure the payment of unpaid installments. 
No such deed, however, had been issued. 
The city of New Brunswick, under the au- 
thority of the laws of New Jersey, where 
the land was situated, levied taxes upon 
the land after the purchaser had so be- 
come entitled to a deed. The United 
States brought a suit to have the tax assess- 
ments canceled and the tax sales enjoined. 



The Supreme Court in holding against 
the United States says: 

"We see no reason * * * if the 
New Jersey law permits, why the city 
may not assess taxes against the pur- 
chasers upon the entire value of the lots 
and enforce collection thereof by sale of 
their interests in the property. With 
that the corporation and the United 
States have no concern. But it is 
plain * * * that the city is without 
authority to enforce the collection of the 
taxes thus assessed against the purchas- 
ers by a sale of the interest in the lots 
which was retained and held by the cor- 
poration as security for the payment of 
the unpaid purchase money, whether as 
an incident to the retention of the legal 
title or as, a reseived lien or as a contract 
right to mortgages. That interest, being 
held by the corporation for the benefit of 



the United States, it paramount to the 
taxing power of the State and can 
not be subjected by the city to sale for 
taxes. 

"We conclude that, although the city 
should not be enjoined from collecting the 
taxes assessed to the purchasers by sales 
of their interests in the lots, as equitable 
owners, it should be enjoined from selling 
the lots for the collection of such taxes 
unless all rights, liens, and interests in the 
lots, retained and held by the corporation 
as security for the unpaid purchase 
moneys, are expressly excluded from such 
sales, and they are made, by express 
terms, subject to all such prior rights, 
liens, and interests. This, we think, will 
meet the equities of the case as between 
the corporation and the city, and fully 
protect the paramount right of the 
United States." 



Contract Between the United States and the North Side Canal Co., Gravity Extension 

Division, Minidoka Project 



The North Side Canal Co. diverts 
water from the Snake River for the irri- 
gation of a large area in southeastern 
Idaho. The upper end of the company's 
diversion canal is too small and has been 
difficult to operate. The gravity ex- 
tension division of the Minidoka project, 
recently authorized by Congress, will 
divert water from the Snake River a 
short distance above the company's 
canal, and the Secretary of the Interior 
has recently approved a form of contract 
by which the first few miles of the Govern- 



ment canal will be built of sufficient 
capacity to carry water for both projects. 
By means of such cooperation the cost 
per cubic yard of material moved will 
be reduced. 

The company is to advance its pro- 
portionate part of the cost of the work, 
which is to be carried out under the act 
of March 4, 1921 (41 Stat., 1404), reading 
in part as follows: "All moneys hereafter 
received from any State, municipality, 
corporation, association, firm, district, or 
individual for investigations, surveys, 



construction work, or any other develop- 
ment work incident thereto involving 
operations similar to those provided for 
by the reclamation law shall be covered 
into the reclamation fund and shall be 
available for expenditure for the purposes 
for which contributed in like manner as 
if said sums had been specifically appro- 
priated for said purposes." 



Many of the irrigation manager's 
troubles can be avoided if he is able to give 
general satisfaction in distributing water. 




Cave Creek Dam, Salt River project, Ariz. Upper and lower faces 



92 



NEW RECLAMATION ERA 



June, 1928 



Legislation Affecting the Projects 
Taxing Reclamation Entrymen's Land 



lit it ( iniclt'il li// ill, Ni nuti' <nt<l lliinxi' of 

Representatives of the I'nitrtl States of 
America in ('//</)<'. (ixxfinblrd, That the 
lands of any homestead entrvman under 
the act of June 17, 1902, known as the 
reclamation act, or any act amendatory 
thereof or supplementary thereto, may, 
after satisfactory proof of residence, im- 
provement, and cultivation, and accept- 
ance of such proof by the General Land 
Office, be taxed by the State or political 
subdivision thereof in which such lands 
are located, in the same manner and to 
the same extent as lands of a like char- 
acter held under private ownership may 
be taxed. 

SEC. 2. That the lands of any desert- 
land entryman located within an irriga- 
tion project constructed under the recla- 
mation act and obtaining a water supply 
from such project and for whose land 
water has been actually available for a 
period of four years, may likewise be 
taxed by the State or political subdivision 
thereof in which such lands are located. 

SEC. 3. That all such taxes legally- 
assessed shall be a lien upon the lands and 
may be enforced upon said lands by the 
sale thereof in the same manner and under 
the same proceeding whereby said taxes 
are enforced against lands held under 
private ownership: Provided, That the 
title or interest which the State or politi- 
cal subdivision thereof may convey by 
tax sale, tax deed, or as a result of any 
tax proceeding shall be subject to a prior 
lien reserved to the United States for all 
the unpaid charges authorized by the 
said Act of June 17, 1902, whether accrued 



or otherwise, but. the holder of such tax 
deed or tax title resulting from such tax 
shall be entitled to all the rights and 
privileges in the land of an assignee under 
the provisions of the act of June 23, 1910 
(Thirty -sixth Statutes, page 592). 
Approved, April 21, 1928. 



Device for Removing 

Accumulated Silt 

A device for removing accumulated silt 
in the B-12 pipe line, Yuma Mesa divi- 
sion of the Yuma project, Arizona, has 
been built in the project shops and has 
proven successful in removing the silt 
obstructions in the pipe lines. It is con- 
structed of a 50-gallon metal oil drum 24 
inches in diameter with an air chamber 
around the drum on the inside of suffi- 
cient size to give it the desired buoyancy. 
An opening is left through the center of 
the drum 18 inches in diameter in which 
are long blades running the length of the 
drum attached to a shaft which allows 
them to revolve as water passes through. 
This device is let through the pipe line 
with a rope to prevent too rapid motion. 
It cleans an average of 150 feet of 33-inch 
pipe a day with practically no expense of 
operation. 



Potatoes Brought This 

Farmer $70,000 Profit 

Mark Woodruff, secretary of the Co- 
lumbia Basin Irrigation League, vouches 
for this story. He writes that while in 
Seattle recently he received a call from a 
farmer on the Twin Falls project, Idaho, 
who had sold his place a short time before 
and moved over on the west side. He 
told Mr. Woodruff that he had purchased 
two business blocks in Seattle at a price 
that totaled approximately a quarter of a 
million dollars. Curious to know how a 
retired farmer could have accumulated 
that much money, Mr. Woodruff asked 
him about it and was told of the great 
success he had had in growing potatoes on 
his Idaho farm since 1906, his banner 
year being 1926, with a net profit that 
year of over $70,000. Here are the ex- 
farmer's figures as given to Mr. Woodruff: 

"I had 120 acres and raised 200 sacks 
per acre, making 24,000 sacks, each 
weighing 110 pounds, or a total of 2,640,- 
000 pounds. The price these potatoes 
sold for was $3.15 per hundred pounds, 
making the total amount received $83,160. 
At 350 sacks to the car, there would be a 
little over 68 carloads." 



T'HREE applicants for farm units on 
the Wilhvood division of the Sho- 
shone project were found qualified by the 
board of examiners and made homestead 
entry, bringing the total of new settlers 
on this division to 28. 




Electrically-operated beet dump, Minidoka project, Idaho 



June, 1928 



NEW RECLAMATION ERA 



93 



Formulae For Estimating The Flow Of 
Water In Pipes 



INQUIRIES are received from time to 
time as to the formulae used by Bureau 
of Reclamation engineers for estimating 
the flow of water in pipe lines of various 
materials. The following paragraphs 
give this information in condensed form. 
For more complete information as to the 
derivation of the formulae, and the data 
upon which they are based reference is 
made to the various bulletins cited and 
to standard works on hydraulics. 

Let Q = discharge in cubic feet per 

second. 

D= diameter of pipe in feet. 
d = diameter of pipe in inches. 
H = friction slope in feet per 
1,000 feet. 

WOOD STAVE PIPE 
Q=1.21 D 2 - 65 H - 555 

This is Scobey's formula modified by a 
safety factor of 5 per cent, as recom- 
mended on page 66, Bulletin 376, United 
States Department of Agriculture. 



CAST IRON PIPE 
Q=1.31 D 2 -' H - 555 

This is the formula given in Bulletin 
376 referred to above. The Bureau of 
Reclamation has had very little occasion 
to calculate the flow of water in cast-iron 
pipe, 

PRECAST CONCRETE PIPE 

For pipe 12 inches to 21 inches in 
diameter: 

Q = 0.00179d 2 - 62! H - 5 
For pipe larger than 21-inch diameter: 
Q = 0.00192d 2 - 62 5 H - 5 

These are Scobey's formulae modified 
by a factor of safety of 5 per cent as 
suggested on page 54 of Bulletin No. 852 
of the United States Department of 
Agriculture, the values of Scobey's coeffi- 
cient C, used being 0.345 for 12-inch to 
21-inch diameter pipe and 0.370 for pipe 



larger than 21-inch diameter. Owing to- 
the inability of working inside of the 
smaller group of pipe the finished joints 
t ict ween pipe units are rougher than for 
the larger group. 

MONOLITHIC CONCRETE PIPE 

For monolithic concrete pipe cast in 
place, the Chezy formula is used, with 
Kutter's n=0.014. 

RIVETED STEEL PIPE 

This bureau now has no single formula 
for universal use in calculating the flow 
of water in riveted steel pipe. For the 
smaller sizes of pipe, where plate thick- 
nesses and rivet heads are not large, the 
Hazen-Williams formula is used. This 
formula is V= Cr - 83 S- M 0.00 1" - 04 . The 
value of C is usually taken as 100, r is 
the hydraulic radius and S is the slope. 
For the larger sizes of pipe the Chezy 
formula is used. The value of Kutter's 
n used varies from 0.014 for the smoothest 
condition of inside surface up as judg- 
ment dictates. 

DRAIN TILE 
\ 

For drain tile, the practice has been to 

use the Chezy formula with Kutter's 
n=0.015. 



World Population, Area, and Irrigated Acreage 



For every 1,000 people in North 
America there are 168 acres of irrigated 
land. In the United States there are 172 
acres of irrigated land to every 1,000 
people. This is more irrigated land in 
proportion to population in North Amer- 
ica than exists on any other continent. 
Oceania ranks second with 140 acres to 
every 1,000 people, and Asia third with 
88 acres per 1,000. 



This information is given out by the 
Department of the Interior through its 
Bureau of Reclamation, and is based on 
data compiled by the International Insti- 
tute of Agriculture. 

For figures based on the number of 
irrigated acres for each 100 square miles 
North America does not make so good a 
showing. In proportion to its area there 



is more irrigated land in Asia than any 
other continent. The average is 562 
acres to each 100 square miles. Europe 
has 323 irrigated acres to each 100 square 
miles while North America has but 305. 
The United States considered without the 
rest of North America, however, has 666 
irrigated acres to each 100 square miles 
which surpasses the Asiatic area record. 



WORLD POPULATION. AREA, AND IRRIGATED ACREAGE 



Continent 


Population ' 


Areat 


Irrigated area 


Population 
per square 
mile 


Irrigated acre- 
age per 100 
square miles 


Irrigated acre- 
age per 1,000 
population 


Number 


Per cent 
of total 


Rank 


Amount 


Per cent 
of total 


Rank 


Amount 


Per cent 
of total 


Rank 


Num- 
ber 


Rank 


Amount 


Rank 


Amount 


Rank 


North America. 


157,450,500 
69, 749, 600 
477, 560, 200 
1, 037, 854, 700 
143, 335, 400 
9, 029, 300 


8.3 
3.7 
25.2 
54.8 
7.5 
.5 


3 

5 
2 

1 
4 
6 


Sq. miles 
8, 685, 833 
7, 169, 587 
3, 723, 081 
16, 217, 166 
11,514,050 
3, 307, 940 


17.2 
14.2 
7.4 
32.0 
22.7 
6.5 


3 
4 
5 
1 
2 
6 


Acres 
26,538,000 
4,213,000 
12,041,000 
91,196,000 
10, 460, 000 
1, 270, 000 


18.2 
2.9 
8.3 
62.5 
7.2 
.9 


2 

5 
3 
1 
4 

6 


18.1 
9.7 
128.2 
63.9 
12.4 
2.7 


3 

5 
1 

2 
4 




305 
59 
323 
562 
90 
38 


[ 

4 

6 


168 
60 
25 
88 
73 
140 


1 
5 
6 
3 

4 
2 


South America .. 


Europe .. 


Asia . . . 


Africa .. 


Oceania 


Total 


1,894,979,700 
117,135,800 


100.0 




50,617,657 
3,026,805 


100.0 




145, 718, 000 
20, 175, 000 


100.0 




37.4 




288 
666 




77 
172 




United States 










38.7 





















miles. 



Data from Statistical Yearbook, International Institute of Agriculture, 1926-27, and do not include the polar regions which have an area of more than 5,000,000 square 



94 



NEW RECLAMATION ERA 



June, 1928 



Cotton Grown on the 

Projects in 1927 

Cotton was grown on five Federal irri- 
gation projects during 1927. The area 
devoted to this crop on the Salt River 
project, Arizona; the Yuma project, Ari- 
zona-California; the Orland project, Cali- 
fornia; the Carlsbad project, New Mex- 
ico; and the Rio Grande project, New 
Mexico-Texas, amounted to 178,875 acres, 
which in 1927 produced 140,280 500- 
pound bales of lint and 02,640 tons of 
seed, having a total value of $16,705,727, 
or $93.40 per acre. 

The largest acreage, yield, value, and 
value per acre were found on the Rio 



Cotton grown on reclamation projects, 1927 


Projects 


Area 


Total yield 


Average per acre 


Val 
Total 


le 
Per acre 


Liut 


Seed 


Lint 


Seed 


Salt River 


Acres 
61,218 
22,224 
76 
16, 442 
78, 915 


Pounds 
20, 886, 300 
7, 876, 825 
23,000 
6, 867, 195 
34, 487, 150 


Pounds 
41, 772, COO 
14, 429, 940 
42,000 
11,278,360 
57, 769, 680 


Pounds 
341. 18 
354.42 
302.63 
417. 66 
470. 00 


Pounds 
682.36 
649.28 
552. K* 
685.95 
732.04 


$5, 266, 418 
1,834,385 
5,060 
1, 589, 539 
8,010,225 


$86.02 
82.54 
66.58 
96.69 
101.50 


Yuma 


Orland 


Carlsbad 






178,875 


70,140,470 


125, 292, 580 


392. 12 


700.45 


16, 705, 727 


93.40 




Grande project, New Mexico-Texas, where crop on the 61,218 acres on the Salt 
the 78,915 acres devoted to this crop pro- River project amounted to $5,266,418 
duced 68,974 500-pound bales of lint and or $86.02 an acre. 
28,885 tons of seed, valued at $8,010,225, The detailed statistics are given in the 
or $101.50 per acre. The value of the accompanying table. 



Apples Grown on Projects 
1927 



in 



Apples were grown on 12 Federal irriga- 
tion projects in 1927. The 23,907 acres 
in apple orchards produced in that year a 
total yield of 205,165,000 pounds of apples 
valued at $5,293,000, or $221.40 per acre. 

The largest acreage, yield, and total 
value were founti on the Yakima project, 
Washington, where 15,451 acres produced 
148,359,580 pounds of apples valued a 
$3,803,402, or $246.16 per acre. The 
Okanogan project, in the same State, 



Apples grown on relamation projects, 1927 


Project 


Area 


Yield 


Value 


Total 


Average 
per acre 


Total 


Per acre 


Orland Calif 


Acres 
6 
1,333 
2,249 
288 
68^ 
W 
415 
356 
158 
3,567 
15, 451 
14 


Pounds 
9,000 
4, 620, 375 
13, 652, 560 
1, 086, 427 
2,781 
6,000 
1, 982, 850 
21,000 
273,915 
35, 142, 750 
148, 359, 580 
7,790 


Pounds 
1,500 
3,466 
6,070 
3,770 
40 
4,000 
4,778 
59 
1,733 
9,852 
9,602 
556 


$300 
62,809 
332, 270 
24,445 
1,391 
230 
31,958 
725 
4,565 
1,030,854 
3, 803, 402 
78 


$50.00 
47.12 
148.00 
84.80 
20.30 
153.33 
77.00 
2.00 
29.00 
289.00 
246.16 
5.56 






King Hill Idaho 


Minidoka Idaho 




Rio Grande N Mex -Tex 














23,907 


205, 165, 028 


8,582 


5, 293, 027 


221.40 






produced an apple crop valued at more 
than $1,000,000 and reported the highest 
value per acre, amounting to $289. 

Detailed statistics concerning the crop 
are given in the accompanying table. 



Large Canal in India 

Nearing Completion 

A recent report from Bombay states 
that the Gang Canal of the Sutlej Valley 
project, which is the largest concrete-lined 
canal in the world, is now almost com- 
plete and its opening ceremony will 
shortly be performed by the viceroy at 
Gangagagar in Bikaner State. 

The canal is lined for more than 80 
miles of its course to prevent seepage 
losses, and will carry water for the irri- 
gation of some 1,100 square miles of State 
land. 



Hearts of Gold cantaloupes, Newlands project, Nev. 



T'HE Garfield Gin Co. has been organ- 
ized at Garfield in the Rincon divi- 
sion, Rio Grande project, for the purpose 
of erecting a cotton ginning plant to take 
care of the crop in that vicinity. 



June, 1928 



NEW RECLAMATION ERA 



95 



Reclamation Organization Activities and Project Visitors 



F)R. ELWOOD MEAD, Commissioner 
of Reclamation, attended a meeting 
in New York on May 1 of the American 
Committee of the World Power Confer- 
ence to consider the reorganization of the 
American committee on a permanent 
basis. On May 3 Doctor Mead was the 
guest of honor and speaker at a luncheon 
given by the Kiwanis Club of Baltimore; 
and on May 8 to 10 he attended the 
Delta-Wide Economic Conference at 
Clarksdale, Miss., to consider the devel- 
opment of the Yazoo Delta, addressing 
the conference on May 10 on the subject 
of legislation in Congress affecting the 
South. 



P. W. Dent, Assistant Commissioner, 
left Washington on May 15 for the Min- 
idoka project, where he will give consid- 
eration to the contract with the Idaho 
Power Co. for the use of power developed 
at American Falls. He expects to return 
about July 1. 

George C. Kreutzer, Director of Recla- 
mation Economics, le t for the West on 
May 15 in connection with the economic 
work of the bureau. 



John R. Riter has been appointed junior 
engineer in the Denver office by transfer 
from the position of junior mathemati- 
cian, United States Coast and Geodetic 
Survey, Washington, D. C., for assign- 
ment to the secondary project division. 



G. H. Mehring, who was the firtt set- 
tler on the Bard division of the Yuma 
project, having made entry there on 
March 28, 1910, stopped recently at the 
Washington office in the course of a sight- 
seeing trip he is making across country 
and back in his Dodge sedan. Mr. 
Mehring stated that cotton and alfalfa are 
the principal crops grown on his farm, and 
that last year he made considerably more 
than a bale an acre on the 21 acres in cot- 
ton. He tpoke enthusiastically of the 
possibilities of the Yuma project. 



Sr. Adolfo Drive Alba, a graduate in 
civil engineering from the Escuela Na- 
cional de Ingenieros of the City of Mexico, 
who has been commissioned by the Mex- 
ican Government to spend a year in the 
United States to study irrigation engi- 
neering, arrived recently at the Denver 
office, where he will spend about two 



months in the designing section and then 
visit a number of the more important 
projects to study engineering features. 



Charles A. DeKay, engineering drafts- 
man, has been transferred from Stony 
Gorge Dam, Orland project, to the Belle 
Fourche project. 



E. B. Debler, hydrographic engineer in 
the Denver office, and C. E. Stricklin, 
assistant engineer of Oregon, spent several 
days on the Vale project making hydro- 
graphic studies. Other visitors included 
Rhea Luper, State engineer of Oregon; 
B. E. Hayden, reclamation economist; 
B. E. Stoutemyer, district counsel; and 
F. A. Banks, construction engineer, 
Owyhee project. 



Recent visitors on the Yuma project 
were R. F. Walter, chief engineer; J. Ellis 
Overlade, fiscal inspector; D. C. Henny, 
consulting engineer; and Prof. G. E. P. 
Smith, professor of irrigation, University 
of Arizona. 



D. C. Henny, consulting engineer, has 
visited Stony Gorge and East Park Dams, 
Orland project, in connection with his 
assignment by the Secretary to report on 
their safety. Other visitors to Stony 
Gorge Dam included F. T. Crowe, J. W. 



Scott, T. T. Knappen, and Mason D. 
Pratt. 



During the month, A. J. Wiley, con- 
sulting engineer, inspected the Minidoka 
and American Falls Dams, Minidoka proj- 
ect; the Willow Creek an,d Gibson Dams, 
Sun River project; the Belle Fourche 
Dam, Belle Fourche project; the Pilot 
Butte Dam, Riverton project; the Path- 
finder, Guernsey, and Minatare Dams, 
North Platte project; the Arrowrock, 
Deer Flat, and Boise Diversion Dams, 
Boise project; and the Shoshone Dam, 
Shoshone project. 



D. C. Henny, consulting engineer, 
inspected the McMillan and Avalon Dams, 
Carlsbad project, and the Elephant Butte 
Dam, Rio Grande project, during the 
month. 



A party of motorists from El Paso, 
organized by the El Paso Chamber of 
Commerce, visited Elephant Butte Dam 
recently, where they were entertained 
with dancing, boating, and a trip through 
the dam. It is planned to conduct similar 
trips frequently throughout the summer 
in order to introduce vacation sites to 
residents of El Paso. 



Dave Hays, one of the construction 
engineers in the early stages of the New- 
lands project, was a recent visitor on the 
project. 




Irrigating on the Klamath project, Oreg. -Calif. 



96 



NEW RECLAMATION ERA 



Juno. 1928 



APPROPRIATIONS, FISCAL YEAR 1929, ACT OF MARCH 7, 1928 (EXCLUDING CONTRIBUTED FUNDS) 



Office, project, or division 




Interior Hepart- 
iniMit appropria- 
tion art (l'lll)liC, 
No. 100. 70th 
CiiiiK.1, nppi 
Mar. 7, 1928 


Appro- 
priated 

power 
reve- 
nues 


Total 
appro- 
priation 

:l\ ;ill:lbh' 

less con- 
tributed 
fund 


Distribution by features for which appropriated 


Direct 

appro- 
priation 


K. 'ap- 
propria- 
tion of 
unex- 
pended 
balances 


Exam- 
ination 
and 
sur- 
veys 


Storage 

system 


?ump- 
ing 

sys- 
tem 


Canal 

system 


Lat- 
eral 

sys- 
tem 


Drain- 
age 

sys- 
tem 


Power 

system 


Irri- 
gable 
lauds 


Tele- 
phone 
sys- 
tem 


Opera- 
tion 
and 
main- 
tenance 


Mis- 
cella- 
neous 


Total 
appro- 
pria- 
tions 




KM, ON 

2,000 






$108,000 
2.000 
15,000 

75,000 
330,000 
35,000 






















$168,000 
2,000 


$168,000 
2,000 
15,000 

75,000 
330,000 
35,000 
60,000 
75,000 


Attendance on technical and 


























Examination and inspection 


'$15,000 






















$15,000 

75,000 
280.000 
35,000 
36,000 
50,000 
() 


Operation and maintenance 


75,000 
305,000 




























' $25,666 








$30,000 




$20,000 












'35,000 
'24,000 


















3.000 
75,000 




60,000 
75,000 




$24,000 




























$2,000 


22,500 




$500 




















" 








400,000 


110,000 




510,000 


























$18,000 


400,000 














17,000 
( s ) 




435,000 
75,000 














25,000 




50,000 


1 






Minidoka... 
Reserved works, exclu- 


1,104,000 





"50,000 


1,154,000 


































29, 000 
50,000 
() 




29,000 
50,000 
75,000 
1,000,000 
1, 257, 000 
27,000 
13,200 
1,900 
1,900 















































$25,000 


25,000 
1,000,000 




25,000 










Qravity Extension Unit, 
Minidoka-American Falls 
Milk River 

























567,000 
44 000 


'690,000 




1, 257, 000 




5,000 








$1, 240, 000 






12,000 
27,000 






44,000 


















St. Mary storage unit 
















13,200 






























1,900 










( 5 ) 






















1,900 










n 




































1, 159, 000 


'25,000 




1, 184, OOC 


































1, 130, 000 




















1, 130, 000 
9,500 
44,500 
180,000 


















4,750 


4,750 












i 19, 500 

w 


















25,000 
180,000 












186,000 






180.000 
75,000 




















North Platte 




75, 000 




















Reserved works, exclu- 
























( ! ) 

75,000 
() 
50,000 
'350,000 


































75,000 
100,000 
50,000 
475,000 
8,000 
26,000 
41,000 
2,000,000 
5,000 
447,000 
750,000 






'100,000 




100,000 
50,000 
550,000 




100,000 




















50,000 
430,000 


























' 120,000 












50,000 
3,000 
10,000 
8,000 


70,000 
5,000 
16,000 
33,000 




5,000 

















































































2,000,000 






2,000,000 
5,000 
447 000 




1,990,OCO 




10,000 












Umatilla (McKay dam) 


'5,000 
i 447 000 


















5,000 




Baker 








447,000 
150,000 


















Vale 


750,000 
271 000 






750,000 
271 000 






506,000 


88,000 










6,666 












































35,000 
70,000 

30,000 








4,000 




39,000 
171,500 

30,500 

30,000 
250,000 
1, 750, 000 


Tule Lake 
















30,000 


46,666 






$1,000 


30,500 
500 




Langell Valley-C 1 e a r 






















Refunds to lessees Tule 


























30,000 




250,000 
1 750 000 






250,000 
1, 750, 000 










33,000 


217,000 








(') 










1 490 000 




260,000 


































( 3 ) 




V L-' 


788,000 






788,000 
















































145,000 
100,000 
43,000 
15,000 




145,000 
100,000 
543,000 
1,800,000 












































500,000 


















Yakima-Eittitas division 


1,500,000 
430,000 


'300,000 
' 183,000 




1,800,000 
633,000 






1,449,500 


328,000 






7,500 






20, 000 




























5,666 

175,000 


41,000 








30,000 




76,000 
537,000 
20,000 


















346,000 




10,000 


6,000 
























20,000 






160,000 


21, 000 


'20,000 


201,000 


































115,000 
20,000 
25,000 








<) 
11,000 
10,000 
20,000 




115,000 
31,000 
35,000 
20,000 
75,000 

75,000 


Frannie division 


















































































75,000 
75,000 






75,000 
75.000 


75, 000 
75,000 




















Economic surveys and in- 
vestigations 


























Total, reclamation fund 
Colorado River front and 


12,644,000 
100,000 
15,000 


2,075,000 190,000 


14, 909, 000 
100,000 
15,000 


ItiS, OOt 


6, 236, 000 


25,000 


3, 099, 450 


750,550 


999,500 


1,240,000 


23,000 


7,000 


1, 560, 500 
100,000 


200,000 


14, 909, 000 

100,000 

> 
15,000 


Swamp and cut-over timber- 
lands investigations _ 






15,000 




















Total, bureau of recla- 
mation 


12, 759, 000 


2,075,000 190,000,15,024,000 


183,000 


6, 236, 000 


25,000 


3, 699, 450 


750, 550 999, 500 


1, 240, 000 


23,000 


7,000 


1, 660, 500 200, 000 


15, 024, 000 





1 Reappropriation for same purposes. 

1 Not to exceed these amounts appropriated from power revenues for operation and maintenance of commercial system. 
1 Advanced. 

< Reappropriation of 1927 unexpended balances for Payette division, operation and maintenance, $17,000; for investigations, examination, and surveys, $18,000; for 
continuation of construction Arrowrock division, $75,000. 

Additional funds advanced for operation and maintenance by water users. 

By district. 

' Reappropriation for reconstruction of Truckee Canal. 

Reappropriation for operation and maintenance for Frannie division, $11,000, and for Willwood division, $10,000. 

Additional funds advanced for surveys and investigations of secondary projects. 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. HUBERT WORK. SECRETARY OF THE INTERIOR 

E. C. Flnney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Washington. D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner George C. Kreutier, Director of Reclamation Economics 

W.F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCulloch, Chief Clerk 
Dtneer. Colorado, Wilda BullJing 



R F Walter, Chief Engineer; S. 0. Harper, General Superintendent of Construction; J. L. Savage, Chief Designing Engineer; E. B. Debler, Hydrographic Engineer; 
L. N. MoClellan. Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent; C. 
A. Lyman and J. E. Overlade, Fiscal Inspectors. 


Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 




Newell S Dak 


F C Youngblutt 


J P Siebeneicher 




Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oreg 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise l 


Boise, Idaho 


R. J. Newell 


W. L. Vernon... 




B. E. Stoutemyer 
11. J.S. Devries 




Carlsbad, N. Mex 
Grand Junction, Colo. 


L. E. Foster 
J C. Page 


W. C.Berger 
W. J. Chiesman 


W. C.Berger... 
C. E.Brodie 




J. R. Alexander 




E E Lewis 




King Hill 3 ' T^fn TTi'l THahn 


F L. Kinkaid 








Klamath Falls, Oreg.. 
Savage, Mont 

A/Tnltfl ATnnt 


H. D. Newell 


N. G. Wheeler 


Joseph C. Avery 
E. R. Scheppelrnann.. 
E. E. Chabot 


R. J. Cofley 
E. E. Roddis 




H A Parker 


E. R Scheppelmann 






E. E. Chabot 


do 


Mlnidoka * Rurlflv. Tdahn 


E. B. Darlington 


G. C. Patterson... .... 


Miss A. J. Larson 
Miss E.M.Simmonds. 
Virgil E. Hubbell 
N. D. Thorp 
C.H. Lillingston 

L. S. Kennicott 


B. E. Stoutemyer 




Fallen, Nev 


A.W.Walker 


Erie W. Shepard 


R. J. Coffey 


North Platte * 


Mitchell, Nebr 


H.C. Stetson 


Virgil E. Hubbell 


Wm. J. Burke 
B. E. Stoutemyer 






Calvin Casteel.. 
R. C. E. Weber 
F. A. Banks 
L R Fiock 


W. D. Funk 
C. H. Lillingston 




Orland, Calif 
Nyssa, Oreg 

El Paso, Tex 


R. J. Cofley 

B. E. Stoutemyer 




H. N. Bickel 
V. G. Evans... 




H. J. S. Devries 




Riverton" Wyo 


H. D. Comstock R.B. Smith 
C C Cragin 


R. B. Smith 


Wm. J. Burke 










L.H.Mitchell W.F Sha. 

Lee R Taylor 




E. E. Roddis 


Strawberry Valley ' 










G O Sanford H. W. Johnson .. ._ 


H. W. Johnson 


E. E. Roddis 


Umatilla" 




















Montrose, Colo 
Vale, Oreg 


L. J. Foster 
II. W. Bashore 
P. J Preston 


G. H. Bolt 
C.M. Voyen _. 
R. K. Cunningham. __ 
H. R. Pasewalk 


F. D. Helm 


J. R. Alexander 


Vale 


C. M. Voyen 


B. E. Stoutemyer 
do 
R. J. Cofley 


Yakima 


Yakima, Wash.. 
Yuma, Ariz 


J. C. Gawler 
E. M. Philebaum 




R. M. Priest. 











Large Construction Work 



Salt Lake Basin, Echo 
Dam. 
Kittitas 


Coalville Utah F F Smith " 


C. F. Williams 


C. F. Williams 


J. R. Alexander 


Montrose, Colo. 

Portland, Oreg. 
Billings, Mont. 

Berkeley, Calif. 


Ellensburg, Wash Walker R. Young "... 


E.R. Mills... 
F.C.Lewis 

C. B. Funk 


" F." C." Lewis" II 1 1 III II 


B. E. Stoutemyer 
E. E. Roddis 


Sun River, Gibson 
Dam. 
Orland, Stony Gorge 
Dam. 




Stony Gorge Damsite, H. J. Gault " 
Elk Creek, Calif. 


R. J. Cofley 



' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. I, 
1926. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31 1027 

Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

< Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

I Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

' Operation of project assumed by Strawberry Water Users' Association on 
Dec. 1, 1926. 

II Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

Construction engineer. 



Important Inccstigations in Progress 



Project 


Office 


In charge of 


Cooperative agency 




Middle Rio Grande 




Albuquerque, N. Mex. 
Powell, Wyo 

Salt Lake City, Utah.. 




Middle Rio Grande conservancy district. 
State of Utah. 


Heart Mountain invest! 




I. B. Hosig 
E. O. Larson 




g 








EAST PARK DAM AND SPILLWAY 
ORLAND PROJECT. CALIFORNIA 



NEW 

RECLAMATION ERA 



VOL. 19 



JULY, 1928 



NO. 7 



tt*3^yr&7mt\ 

.- yT*r *: ' Ik I 



2S^^mn!Pf 




!rn 

f 



-v.os5r- 



^5S-- 




A PROMISE FOR THE FUTURE UNDER IRRIGATION 



UE\ 



RECLAMATION PLANK 

IN REPUBLICAN PARTY 

PLATFORM 



'EDERAL reclamation of arid lands is a Repub- 
lican policy, adopted under President Roosevelt, 
carried forward by succeeding Republican Presi- 
dents, and put upon a still higher plane of efficiency 
and production by President Coolidge. It has 
increased the wealth of the Nation and made the 
West more prosperous. C(An intensive study of the 
methods and practices of reclamation has been going 
on for the past four years under the direction of the 
Department of the Interior in an endeavor to create 
broader human opportunities and their financial and 
economic success. The money value of the crops 
raised on reclamation projects is showing a steady 
and gratifying increase as well as the number of 
farms and people who have settled on the lands. 
(( The continuation of a surplus of agricultural 
products in the selling markets of the World has 
influenced the department to a revaluation of plans 
and projects. It has adopted a 10-year program for 
the completion of older projects and will hold other 
suggestions in abeyance until the surveys now under 
way as to the entire scope of the work are completed. 



NEW RECLAMATION ERA 

Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 

HUBERT WORK ELWOOD MEAD 

Secretary of the Interior Commissioner, Bureau of Reclamation 



Vol. 19 



JULY, 1928 



No. 7 



Interesting High Lights on the Federal Reclamation Projects 



AT Stony Gorge Dam, Orland project, 
concrete placed during the month 
amounted to 2,256 cubic yards, bringing 
the total to June 1 to 40,404 cubic yards, 
or 93.7 per cent of the concrete for the 
whole structure. Two of the spillway 
gates had been assembled and were being 
riveted, and the 50-inch outlet pipes had 
been placed. 

THE American Crate & Basket Co. has 
begun the operation of a plant at 
Grand Junction, Grand Valley project, for 
the construction of crates and baskets 
for the fruit industry. 



A MOVEMENT is on foot to extend 
the poultry industry on the Grand 
Valley project, patterned after the methods 
of the Utah Poultry Association. Condi- 
tions appear to be ideal on the project 
for raising and marketing all kinds of 
poultry, including turkeys. 



THROUGH the efforts of the Grand 
Valley Water Users' Association, 
which has served notice on all delinquent 
water users that their lands are subject 
to foreclosure and that such action will be 
taken unless prompt payment is made of 
delinquent charges, a considerable number 
of water users have made payments and 
several have offered to deed to the asso- 
ciation the tracts which they hold and are 
unable to handle in any other way. The 
association plans to prosecute this matter 
diligently and, if necessary, take title to a 
considerable area of the vacant farms, 
holding them for resale at prices which 
should cause their prompt development. 



COLLECTIONS for May, 1928, on the 
^ Tieton division, Yakima project, 
amounted to $44,454.93, compared with 
$29,006.69 for May, 1927. The delin- 
quent list on this division, which amounted 
to 6,592 acres at the beginning of the 
irrigation season, has been reduced to 
830.2 acres, including 237.5 acres of land 
that has reverted to the State and for 
which no appropriation is yet available. 

11025028 



ft RASSHOPPERS have made their ap- 
^-* pearance in the Tule Lake area, 
Klamath project, and a vigorous cam- 
paign of poisoning is being waged against 
them. During the latter half of the month 
more than 300,000 pounds of poison bran 
mash had been used in an effort to rid this 
section of the pest. 



ON May 12 the Great Northern Railway 
branch line between Bend and 
Klamath Falls, Oreg., was officially 
opened. The distance between Klamath 
Falls and Bend is about 150 miles, of 
which about half is over the Southern 
Pacific track and half over a new line 
built or acquired by the Great Northern. 
This new road opens a direct eastern outlet 
from southern Oregon territory near the 
Klamath project. 



LOCAL resident farm owners on the 
Belle Fourche project are making 
consistent progress in improvements, 
chiefly in repairs and additions to dwel- 
lings. Two new houses have recently 
been completed. With the assurance of a 
good crop, it is anticipated that many 
more resident owners will make improve- 
ments this fall. 



GOOD progress was made during the 
month at Echo Dam, Salt Lake 
Basin project, the work consisting of 
tunnel excavation, outlet channel excava- 
tion, stripping of the dam and borrow 
pits, excavation of the cut-off trench, 
stripping of gravel pit, and shaft excava- 
tion. 

MATH SCHUMACHER and son, Hoi- 
stein breeders on the North Platte 
project, who have been searching for 
months for a bull bred along the Ormsby 
Bess Burke blood lines, finally succeeded in 
buying a son of Marathon Bess Burke 
from Stephen E. Chaffee, Sunnyside, 
Wash., Yakima project. This calf, Glen- 
cliff M. B. B. Jascade Jessie, is a son of 
the renowned sire Marathon Bess Burke, 
noted as the richest bred Ormsby Bess 
Burke bull of the breed. 



E settlers on the Will wood division 
of the Shoshone project met recently 
with the manager of the Project Tele- 
phone Co. and as a result plans are being 
made for the company to extend a line 
from Powell to the Government telephone 
line on the division. 



'VIT'ATER users north and west of 
* Powell, Shoshone project, have 
organized a company for the construction 
of a rural power line. They have pur- 
chased 80 transmission line poles and are 
carrying the work to completion as fast 
as the other materials can be obtained. 



rPHE placing of the bitulithic paving on 
-- the 5 miles of Federal-aid highway 
east of Yuma is progressing rapidly and 
will be completed early in July. Con- 
struction work is satisfactory on the new 
Yuma courthouse. 



A RRANGEMENTS are being made by 
^*- the unit holders on the Yuma Mesa 
to form an association to market the 
citrus crop. They plan to erect a pack- 
ing shed to handle the crop, as it is be- 
lieved that the area in producing orchards 
next season will justify this expenditure. 



A SPECIAL meeting was held recently 
* of the directors and stockholders of 
the Glenn County Livestock and Agri- 
cultural Association at which it was de- 
cided to hold the annual fair at Orland 
this year some time during the latter part 
of September or early in October. 



A REFRIGERATION plant has been 
equipped and placed in operation 
for the first time at Chinook, Milk River 
project. This plant was financed by 
local capital and constructed chiefly to 
handle poultry products. 



AT Gibson Dam, Sun River project, 
19,300 cubic yards of concrete were 
placed during the month, making a total 
at the end of May of 45,300 cubic yards, 
with 115,000 cubic yards still to be placed. 

97 



NEW RECLAMATION ERA 



July, 1928 



Economic Conditions and Settlement Difficulties on the 
Milk River Project, Montana 1 



E Milk River project comprises an 
area of approximately 143,500 acres 
of irrigable land, situated in the semiarid 
region of northeastern Montana. The 
land is particularly adapted to the pro- 
duction of forage, cereal, and the more 
hardy vegetable and root crops suited to 
the northern climate. The winters are 
rigorous, but the long summer days of this 
latitude induce a rapid and highly pro- 
ductive plant growth. Excellent market- 
ing and transportation facilities are 
provided by the transcontinental line of 
the Great Northern Railway system, 
which traverses the project. In general 
project conditions are favorable for the 
maintenance of a successful system of 
agriculture. 

PROJECT DEVELOPMENT SLOW 

Approximately 100,000 acres of land 
with fertile soil are provided with an ade- 
quate irrigation system and water supply. 
Although water has been available for 
use since 1915 and the project practically 
completed since 1923, only about 40,000 
acres are actually irrigated, and about 
one-third of this area is given to the 
production of low-yielding crops totally 
unfitted to the intensified methods of 
irrigated farming. 



By H. H. Johnson, Superintendent 

This retarded development can be 
attributed principally to the fact that 
during the period of rather rapid settle- 
ment of many other irrigated areas this 
project apparently did not offer compa- 
rable opportunities for a sound agri- 
cultural development. Until recent 
years the northern portion of Montana 
was considered as suited only to mining 
and stock raising, with very limited agri- 
cultural possibilities. In this particular 
locality agriculture was confined almost 
entirely to the cutting of native hay from 
large areas for the winter feeding of 
livestock and the production of small 
grains under dry-farm methods during 
seasons of sufficient rainfall. For many 
years no other crops were considered 
adapted to the locality, and experience 
has proven that such crops alone do not 
establish a profitable basis for irrigated 
agriculture. There was no particular in- 
centive to use water for the production of 
wheat since practically as good crops were 
produced from adjacent dry lands in 
favorable years without the additional 
labor and cost of irrigation. With the 
improvement in dry-farm methods of 
recent years and the resultant increasing 
certainty of such crops, the development 
of the locality has been confined almost 




An irrigated apple orchard 



entirely to these dry lands and the irri- 
gated areas have lain practically dormant. 

CROP METHODS CHANGING 

Several unsuccessful attempts were 
made during past years to produce various 
high-yielding cash crops. In 1923 the 
growing of sugar beets was first attempted 
under the supervision of the Utah-Idaho 
Sugar Co., and the experience of the past 
four years has proven the project lands to 
be capable of producing a superior quality 
of this product with exceptionally high 
yields. A sugar factory is now located 
upon the project, and during the past 
season 2,488 acres of beets were grown, 
yielding 24,249 tons, with an average 
sugar content of 18J4 per cent. With the 
continuing rapid increase in cropped 
acreage, this factory should be operating 
at full capacity by 1930. 

During this period also the production 
of certified seed potatoes has gradually 
developed to a commercial scale, and 
excellent returns are now being yielded to 
the good growers of this crop. Recently 
about 60 cars of seed stock were shipped 
from the project at prices ranging from $2 
to $2.50 per hundredweight, during a 
period when there was practically no 
market for the ordinary table stock potato. 
The demand for these potatoes by south- 
ern growers is increasing annually, owing 
to their excellent quality and the high 
standard of certification maintained by 
the State, and their production promises 
to become a permanent and profitable 
venture. 

These industries have passed the experi- 
mental stage and are finally established 
as a sound basis for future project agricul- 
ture, and if colonization of the idle lands 
can be obtained the Milk River should 
soon be classed among the successful 
Federal reclamation projects. 

IRRIGATION COSTS LOW 

Previous to 1926 construction charges 
had not been definitely determined and 
water had been supplied on a rental or 
pay-as-used basis. Following recent ad- 
justment legislation, contracts were exe- 
cuted with irrigation district organizations 
which fixed project costs and definite 
terms for the repayment of both original 
construction and operation and mainten- 
ance expenditures, these payments to be 
met by annual tax levy on all lands. In 
negotiating these contracts consideration 



1 Address given at Settlement and Reclamation Conference, Washington, D. C., Feb. 14-15, 1928. 



July, 1928 



NEW RECLAMATION ERA 



99 



was given to the poor state of development 
and the inability of the lands to meet full 
payments at once. During the next five 
years taxes therefore will be light, vary- 
ing from 50 to 75 cents per acre to meet 
operation and maintenance costs only. 
Construction repayment will not start 
until 1932, and 40 years will be allowed to 
liquidate this debt of $57 per acre, requir- 
ing a levy of $1.42}^ per acre per annum. 
These contracts create a joint liability for 
all lands upon the district, and the annual 
proportion of the total obligation must be 
met each year without regard to indi- 
vidual default. 

As compared with many other reclama- 
tion projects, even this ultimate rate of 
taxation will be low and well within the 
productive ability of the lands to meet. 
Nonproducing lands, however, can not 
meet even these small charges and their 
eventual default in payment is certain. 
Under such conditions it will be impos- 
sible for a small producing area to carry 
the entire burden of payment, and failure 
of the districts to meet the contracted 
obligations is inevitable. Although these 
districts have been functioning for two 
years and are still on a sound business 
basis, there are some tax delinquencies, 
almost entirely by nonproducers, which 
under present conditions will increase 
rapidly. The financial stability of these 
organizations and the security of the 
Government investment therefore lies 
in the rapid development of the non- 
producing lands. 

ATTITUDE OF LANDOWNERS CHANGING 

Practically the entire irrigable area is 
in private ownership, a great portion of it 
being held in large tracts by individuals 
or public corporations, many of these 
having extensive commercial interests and 
either can not or do not desire to cultivate 
the lands. Until the execution of the 
repayment contracts little more than a 
passing interest in settlement had been 
taken by these landowners generally. 
The attitude in many cases has been that 
the future would care for itself and that 
when there was a real demand by new 
settlers the lands would move with little 
other action necessary. Until the pres- 
sure of irrigation tax levy was felt there 
had been no particular incentive to dispose 
of excess lands, especially to those with 
unpatented, nontaxable holdings. It was 
costing little or nothing to hold the lands, 
and although little or no income was 
yielded it was considered good policy by 
many to wait until a general improvement 
in agricultural conditions would bring 
about a higher level in land valuation. 
There has been a gradual change in this 
attitude, however, during recent years, 
due principally to the levying of two 
small assessments and a realization that 



these assessments will increase until 1932. 
At present there is a rather general feeling 
that the future success of the project lies 
in the subdivision and disposal of the 
large tracts to induce more intensive 
farming and the cultivation of high- 
yielding cash crops. 

In the past a few, principally non- 
residents, have held their land for specu- 
lative purposes only, but those who are 
familiar with project conditions are con- 
vinced that there is now no speculative 
value in the irrigated lands of the Milk 
River Valley. They realize that the costs 
incident to sound irrigation development 
are high and that such development can 
result only through the marketing of 
lands on terms that will offer the settler 
with little capital an opportunity for 
success. The present desire of those with 
large holdings is to dispose of the lands 
on any favorable terms and get from under 
the prospective burden of taxation. 
Several landowners have made tentative 
subdivision of their lands into smaller 
tracts and offered them for sale at reason- 
able prices, providing liberal terms of 
payment. Others have already disposed 
of their excess holdings to local buyers on 
crop-share terms, in order that the land 
may be placed in immediate productivity. 

MORE FARMERS NECESSARY 

A recent survey of agricultural and 
settlement conditions as they existed 
during 1926 discloses the following facts: 
109,000 acres of irrigable land for which 
water supply is available were held by 
792 owners, with an average holding of 
144 acres, many tracts, however, varying 



in size from 320 to 1,500 acres; 359 of 
these tracts were farmed by 331 operators, 
36 per cent of whom were tenants, and 
only about 25 per cent practicing good 
cultural methods. The average area cul- 
tivated per operator was 120 acres. Very 
few tracts were tilled in their entirety, 
and in many cases a single operator would 
attempt to handle from 300 to 600 acres. 
As a rule only the best and most con- 
veniently handled lands were in cultiva- 
tion, while large areas of sligntly poorer 
character lay idle or produced nothing 
but native hay. Many of these large 
tracts, poorly farmed by one man and 
producing only low yields of hay and 
grain, would if intensively cultivated yield 
three or four families an equal or greater 
gross revenue. Many farmers are guided 
in their practices by the large scale dry- 
land methods which up to date have been 
the predominating and most remunerative 
type of agriculture in the locality. Others 
feel that each acre of land must be made 
to pay its own way, and there is a very 
prevalent tendency even among the more 
progressive farmers to spread their labor 
too thin. Although there is some oppor- 
tunity for improvement in methods by 
present farmers, and such improvement 
is taking place to some extent through 
beet and potato culture, yet this possi- 
bility is limited, both through the lack of 
farming population and the inability of 
these people to adapt themselves to 
intensive agriculture. To accomplish the 
necessary development the project must 
be colonized preferably by people who 
are experienced in irrigation farming, or 
if inexperienced can adapt themselves to 
intensive farming methods and have the 




Reclamation project slogan: A flock on every farm. Belle Fourche project, S. Dak. 



100 



NEW RECLAMATION ERA 



July, 1928 



Irrigated barley up to your neck, Klamatb project, Oreg. -Calif. 




real desire to become owners of farm 
lands. 

There is sufficient good land available 
for settlement to accommodate approxi- 
mately 350 additional families, and at 
least this number will be required to assure 
the solvency of the project. While it is 
realized that desirable settlers are scarce 
at the present time, still it is fairly certain 
that if some of the difficulties which stand 
in the way of settlement could be removed 
a conservative orderly development might 
result which would reduce the present 
financial hazard to a great extent. If 
sound colonization is started and full 
utilization made of at least a portion of the 
project's resources, the advantages which 
the locality offers in the way of easy pay- 
ments and productive power of lands 
would be evident and the probability of 
complete development greatly enhanced. 

DEVELOPMENT COSTS HIGH 

Experience in the reclamation of the 
arid West has proven that the cost of 
developing a piece of raw land into an 
irrigated farm is high and the returns 
during the first few years small. The 
problem confronting the agencies attempt- 
ing to colonize the project is to obtain 
good settlers who have sufficient capital to 
meet the expenditure and are willing to 
undergo the labor and hardships attending 
such development. Data compiled from 
the experience of several good farmers who 
have developed small tracts into highly 
productive farm plants show that the 
capital outlay during the first two years 
exceeds returns by approximately $4,000. 



Very few people who have this amount 
of capital desire to risk it in an agricultural 
venture, as more attractive commercial or 
industrial opportunities for investment are 
offered. Those who are agriculturally 
inclined do not need to pioneer but can 
purchase a well-improved farm on a 
paying basis in practically any locality 
desired. We must depend for our settle- 
ment principally upon young people who, 
though with very limited assets, have the 
energy necessary for success and the desire 
to become landowners. The great prob- 
lem is, therefore, how to make a few 
hundred dollars do the work of a few 
thousand. 

In spite of the hypothetical capital 
requirements, several people with less than 
$1,000 have come onto the project during 
the past few years, have developed their 
lands, and become successful farmers, who 
are an asset to the community. These 
people did not, however, make a great 
initial investment in land or farm build- 
ings, and in most cases were able to secure 
some financial aid from landowners. 
During the past two years the agricultural 
development agency of the Great North- 
ern Railway Co., which is rendering valua- 
ble service to the State of Montana in 
colonization of its vacant lands, has 
placed on other projects, principally those 
which have no better agricultural possi- 
bilities than the Milk River, approxi- 
mately 70 families, whose capital varied 
from nothing to $400, in addition to a 
small amount of stock and equipment. 
These people were all experienced farmers, 
have developed their lands, and give every 



promise of becoming prosperous and satis- 
fied settlers. Success in these cases was 
achieved through cooperation among 
themselves, and by the railway develop- 
ment agents, consideration by the land- 
owners in the purchase and improvement 
of land, and assistance by local agencies 
in the way of credit to supplement their 
meager capital. 

It is usually impossible for a settler of 
these limited resources to come to the 
project, purchase a piece of land, erect 
buildings, equip the farm with the neces- 
sary tools, implements, and livestock, 
prepare the ground for crop, and live upon 
the returns alone during the development 
period. Some help must be obtained 
from other sources. Usually the purchase 
of land and the erection of buildings alone 
will impair his capital to such an extent as 
to preclude further operation, and under 
such circumstances failure is almost 
certain before the real development has 
started. 

On the Milk River project initial land 
payments and future terms will be ad- 
justed by the landowners if responsible 
settlers can be obtained. The matter of 
great importance at the present time is 
that of supplying adequate housing facili- 
ties for families and livestock. The 
pioneering spirit of the old free homestead 
days has passed, and in order to secure 
the cultivation of these idle lands buildings 
of some nature must be provided upon 
each unit, either by the settler or through 
the finance of the landowner. The recent 
survey shows that of the 350 tracts which 
should be settled, 333 have no buildings, 



July, 1928 



NEW RECLAMATION ERA 



101 



a few having buildings may be remodeled 
or repaired and made habitable at a mod- 
erate cost. In many cases landowners are 
willing and able to invest the additional 
capital necessary to provide buildings, 
and include with land costs, provided a 
purchaser can be found who really desires 
to improve the land and establish a per- 
manent home. 

These men will offer their holdings at 
terms which will be attractive to this type 
of people. However, none are willing to 
undertake the expense of such improve- 
ments until a bona fide settler is in sight. 
Buildings deteriorate rapidly through non- 
use, and it is not considered good business 
to make capital investment in a com- 
modity which will yield no return and 
gradually decrease in value. We seem 
to be at a standstill on propositions of 
this kind. The landowner says, "Show 
me the right purchaser and I will build the 
buildings"; the settlement agent says, 
"Show me the buildings and I will bring 
the settler"; and to date no settlers have 
appeared. 

Other owners are willing to waive the 
down payment on land and allow this 
amount to apply on the purchase of 
material for buildings. This method of 
course involves capital outlay by the 
settler and usually does not provide 
enough funds to erect adequate buildings. 
Many landowners, however, with large 
holdings, who are willing and desirous of 
subdividing and disposing of their lands 
at reasonable prices, are not financially 
able to construct the number of buildings 
as a necessary prerequisite to the sale of 
several units. In very few cases is it 
possible for such landowners to finance a 
venture which involves a capital outlay of 
several thousand dollars. It might be con- 
sidered good policy to let the development 
of such farms lag until the pressure of 
taxation forces the necessary improve- 
ments which will effect sale. Those, 
however, who can not afford to invest 
additional capital will be the first to be- 
come delinquent in taxes and practical 
confiscation will result. Such landowners 
would almost invariably be willing to bor- 
row sufficient capital, giving first-mort- 
gage security, to undertake this enterprise 
if there were any agency through which 
such funds could be obtained. The local 
banks will not consider loans of this nature, 
as the security is not first class. Neither 
do interest rates involved, which must be 
assumed by the settler, make such loans 
feasible as an agricultural development 
proposition. Loans through the Federal 
land bank are still impossible to obtain 
for two reasons: First, a great number of 
the farms still remain unpatented and the 
title is not merchantable; second, when the 
prior lien on account of construction 
charges is considered in connection with 
the low productive ability of unimproved 




Inlet canal headgates, Belle Fourche project, S. Dak. 



or partially improved lands, little borrow- 
ing power remains and the risk is too 
great. 

Practically all of the farms with build- 
ings are occupied and it is very evident 
that little advance will be made in project 
settlement until some certain means for 
the financing of these needed improve- 
ments have been provided. 

A suitable house and barn will cost 
approximately $800, provided the settler 
furnishes part of the labor. The erection 
of approximately 300 sets of buildings 
will involve an expenditure of at least 
$240,000. The recent survey shows that 
approximately one-third of these build- 
ings will be furnished by private capital 
if good settlers can be obtained. To 
assure completion of the necessary de- 
velopment, therefore, would require addi- 
tional capital from some outside source to 
the extent of approximately $150,000. 
If this amount were available during the 
next five years at favorable interest rates 
and terms of repayment, the greatest 
obstacle in the way of project settlement 
would be removed. 

CREDIT REQUIRED FOR OTHER PURPOSES 

Provided satisfactory arrangements can 
be made in the purchase of land and the 
erection of buildings, the settler's financial 
problem is not solved. At least $2,500 
should by some means be available for 
the purchase of stock and equipment, 
fencing and breaking the land, seeding 
and harvesting the crop, and living until 
some returns are yielded from the farm. 
In some cases during the past very great 
assistance has been rendered by land- 
owners in these items of expenditure; 
however, as a rule, the settler must depend 
to a great extent upon his resources and 
his ability through honest effort to quickly 
establish a reasonable credit. 



As the local communities at present are 
in a very prosperous condition through 
revenue obtained from the dry lands 
adjacent to the project, and are not de- 
pendent upon the project lands for sup- 
port, the incentive to assist in develop- 
ment by commercial interests is not as 
great as in the more arid localities where 
revenue is dependent entirely upon irri- 
gation. A rather costly experience in 
the financing of a poor itinerant type of 
settlers during 1925 has served to make 
the business interests very conservative 
with regard to new settlers on the irri- 
gated lands until they have proven them- 
selves worthy of credit. However, the 
local mercantile establishments are as a 
rule on a very substantial basis and in a 
position to extend a certain amount of 
credit in the purchase of farm machinery 
and other necessities when credit has been 
established. The local banks, although 
very conservative, are capable of supply- 
ing small amounts of capital on short- 
time loans for farming operations. Such 
chattel loans, however, bear interest at 
10 per cent and are of little advantage to 
the irrigation farmer of small means, and 
are not encouraged except in cases of 
emergency. The sugar company is lib- 
eral in the financing of beet-growing 
operations within the limits of estimated 
crop production. Tho agricultural credit 
corporation has placed a considerable 
amount of money upon the project during 
the past few years in livestock loans. At 
the present time there is some activity 
toward the financing of a local corpora- 
tion for the handling of loans through the 
intermediate credit organization of the 
Federal land bank. These institutions 
are organized principally to take care of 
the needs of responsible farmers in live- 
stock finance. As a rule, however, both 
the direct and indirect financial aid whicL 



102 



NEW RECLAMATION ERA 



July, 1928 



a fanner receives will depend entirely 
upon himself, and his ability to show that 
he desires to increase his own assets and 
thereby assist in the general welfare of 

the community. 

INDIVIDUAL EFFORTS NOT LACKING 

The project does not need to depend 
to a great extent on financial assistance 
from the outside, as the impetus of 
private endeavor necessary in a develop- 
ment of this nature is by no means lack- 
ing. Several cases might be cited of 
individuals who are making great strides 
in the improvement of their holdings and 
in assisting worthy settlers to become 
home owners. This individual effort is 
usually being undertaken by substantial 
business men of the project with extensive 
land holdings and sufficient foresight to 
realize the result if their lands are not 
producing when the construction tax of 
$1.42 per acre attaches in 1932. Numer- 
ous other landowners of equal foresight 
and ability realize the necessity for such 
improvements, but are handicapped by 
the lack of sufficient funds to initiate and 
carry on the necessary program. 

It is understood that a certain public 
corporation which has a large investment 
in the bonds of one district whose con- 
struction work was not financed entirely 
by public funds is at present arranging 
to acquire a considerable area of delin- 
quent lands through tax title, and will 
immediately expend several thousand 
dollars in the improvements necessary 
to secure settlement and development. 
This move is being made in an attempt 
to strengthen the financial condition 
of the district in the security of a large 
investment already made. 



SETTLERS ARE AVAILABLE 

A recent campaign of the project was 
made by settlement agents of the Great 
Northern Railway in an effort to secure 
tracts of land upon which beet growers 
could be placed during the coming spring. 
Approximately 18 tracts were obtained 
with land partially developed and in 
condition for this crop, where living 
quarters could be provided. Several of 
these tracts were given for lease during 
the corning season, with an option to buy 
after harvest. The settlers who are ex- 
pected to be placed on these lands are 
experienced farmers who desire to locate 
upon the Milk River project, having 
very little money but guaranteed to 
become successful if given the proper 
opportunities. No definite assurance has 
been given that settlers would be obtained 
for these propositions, but the chances 
seem very good that people can be placed 
upon every piece of land offered which 
has suitable buildings. However, at- 
tempts to colonize the unimproved land 
will be futile as the prospective settlers 
have no money to invest in improve- 
ments and a crop must be assured this 
fall. 

Considerable favorable advertising of 
Montana's agricultural possibilities has 
been received during the past several 
months on account of the improvement in 
general prosperity and business conditions 
resulting from the excellent wheat crop of 
the past season. Certain authentic charts 
showing the general trend of business con- 
ditions have designated the entire eastern 
portion of Montana as white for the past 
three months, which is the largest agricul- 
trual section of the Nation enjoying this 



distinction. While this condition has re- 
sulted primarily from the dry lands, the 
effects will be reflected to the irrigated 
areas. Numerous requests for informa- 
tion concerning the project have been re- 
ceived during the past 60 days, which 
indicates that attention of home seekers is 
being directed this way. Those, there- 
fore, who are interested in the develop- 
ment of these irrigated areas naturally 
desire to be in a position to secure the 
maximum benefit from this favorable 
advertisement of Montana agriculture. 

SOLVENCY DEPENDENT UPON 
SETTLEMENT 

Approximately $7,000,000 has been ex- 
pended through the reclamation fund in 
the construction of the Milk River project, 
and the greater portion of this must be 
repaid within the next 40 years. There is 
at present a period of five years in which 
to improve economic conditions in such a 
manner that the project may successfully 
assume this burden of repayment. Dur- 
ing this period irrigation costs will be 
low and the capital which ordinarily 
would be put into construction charges 
may be used in land development. If the 
obstacles which now stand in the way of 
settlement can in some manner be re- 
moved this great investment of public 
funds is fairly secure, but if this settle- 
ment is not obtained the future financial 
solvency of the project is very doubtful. 




Strawberries for everybody 



Filing System Booklet 

Is Widely Distributed 

Some months ago the Bureau of Rec- 
lamation published a booklet by J. W. 
Myer, chief of the mails and files section 
of the Washington office, and J. C. 
Beveridge, jr., principal assistant, de- 
scribing the office system and filing system 
in operation in the Washington office. 

Of the 1,000 copies printed, 815 had 
been distributed, largely on request, 
by the middle of June. These copies 
were sent to schools and colleges of busi- 
ness administration, Federal, State, and 
city offices, educational magazines, filing 
and office equipment manufacturers, 
libraries, public utility companies, labor 
organizations, and to many private indi- 
viduals. Requests for the booklet were 
received from 34 States, the District of 
Columbia, Hawaii, Canada, Porto Rico, 
France, and Australia; and a large number 
of favorable comments were received on 
the basic excellence of the system and the 
clarity with which it is described in the 
booklet. 

Copies may still be obtained on request 
as long as the supply lasts. 



July, 1928 



NEW RECLAMATION ERA 



103 



Replacement of Portion of Mabton Siphon, Sunnyside Division, 

Project, Washington 



By Daoid E. Ball, Junior Engineer 




.*.' ' V" 

I 



INCLUDED in the regular maintenance 
program for the fiscal year 1927-28 
was the replacement of about 950 linear 
feet of the south end of the Mabton pres- 
sure pipe. The portion to be replaced 
was 5524 inches of untreated, continuous 
wood-stave pipe of Douglas fir, the staves 
being 2}^ inches thick and 5 J^ inches wide. 
The bands were % inch in diameter 
and made up of two pieces, one half being 
threaded on both ends, the other half 
headed on both ends. 

This portion of the Mabton siphon 
was constructed in 1909. In 1913 the 
pipe was uncovered to arrest its rapid 
depreciation. When this replacement was 
begun in 1927, the pipe lay in a trench 
from 4 to 8 feet in depth, 7 feet bottom 
width, with side slopes of J^ to 1. 

The replacement was made with 56 
inches of continuous, creosoted wood- 
stave pipe of Douglas fir, the staves being 
2 inches in thickness, with 34 staves to 
the circumference. 

In order to provide ample room around 
the pipe for future maintenance, the pipe 
trench was widened to 9 feet at the bottom 
and given side slopes of 1 K to 1. Shallow 
gutters at each side of the trench were 
provided for drainage. Approximately 
650 feet of the excavation was in gravelly 
soil and 250 feet in saturated material. 

CONCRETE SUPPORT PEDESTALS 

The pipe is supported on reinforced 
concrete pedestals, except for a distance 



Mabton siphon before and after replacement 

of 184 feet where the uncertain footing 
made their use impractical. In this soft 
material a coarse gravel foundation about 
18 inches deep for the full width of the 
trench was placed. Wooden pedestals 
with footings 2 feet wide resting on this 
foundation support the pipe. After erec- 
tion, gravel was placed between the 
wooden pedestals and rammed in place 
to further guard against possible settle- 
ment. All pedestals are 8 inches in thick- 
ness, 5 feet 4 inches in width, in contact 
with a 120 arc of pipe surface, and are 
spaced on 8-foot centers. A clearance of 
12 inches between the subgrade and the 
bottom of the pipe was provided where 
concrete pedestals are used. 

The old bands and shoes were used in 
rebuilding. Because of the slightly 
smaller outside circumference of the new 
pipe, it was necessary to shorten the bands 
about 3 inches. The headed half of each 
band was shortened and reheaded. All 
bands were cleaned and dipped in coal tar. 

The pipe was first erected with only a 
sufficient number of bands in place to hold 
the pipe in shape. Then all bands were 
put in place and given their final spacing 
and tightening. 

Because of the rather steep gradient 
of the pipe, a 3-inch gravel blanket was 
placed on the bottom of the pipe trench 
to prevent erosion which might result 
from leakage. When water was turned 
into the line in the spring of 1928, the 
leakage checked quickly and within two 



hours the amount of leakage in the 
replaced portion of the line was almost 
negligible. 

For the most part the work was per- 
formed by forces regularly employed on 
operation and maintenance work. Snow 
and cold weather interfered somewhat 
with the execution of the work during 
December and January. The dismantling, 
excavation, and erection were done under 
the direction of C. A. Chrestenson, water- 
master on the lower division. The 
pedestals were built under the direction 
of D. L. Carmody, maintenance engineer. 

The total field cost of the structure 
was $8,457.49, as against the estimated 
cost of $8,541.17. The accompanying 
table gives the full costs detailed as to 
the main features: 

Mabton Siphon replacement 



Kind of work 


Unit 


Quan- 
tity 


Total 
cost 


Unit 
cost 


Dismantling 


Linear 


943 


$212.86 


$0.23 




feet. 










Cubic 


1,544 


849.65 


.55 




yards. 








Foundation and 


Cubic 


370 


275. 45 


.74 


gravel blanket. 
Pedestals, concrete- 


yards. 
(Each.. 
{ Cubic 


95 
31.5 


}l,280.89 


/13. 48 
140.66 




lyards. 








Pedestals, wood 


/Each.. 
\F.b.m 


23 

2,000 


} 193.42 


/ 8.41 

196.71 


Collar, concrete 


Each.. 


1 


31.63 


31.63 


Pipe in place 


Linear 


943 


5, 613. 59 


5.95 




feet. 








Total cost 


Linear 


943 


8, 457. 49 


8.97 




feet. 









104 



NEW RECLAMATION ERA 



July, 1928 



Submission of Data for Designs and Estimates 



By W. H. Nalder. Assistant Designing Engineer, Denver Office 



nHHE chief engineer is responsible for 
all engineering work of the Bureau 
of Reclamation. Under him the chief 
designing engineer is charged with the 
preparation of all designs of the bureau 
and for other engineering work assigned 
to and performed by the engineering 
section of the Denver office. The 
engineering section is subdivided into 
the electrical, mechanical, dam design, 
canal, research, and drafting divisions, 
each in charge of a selected engineer. 
The personnel includes a complete and 
competent force of engineers, designers, 
and draftsmen, selected and trained to 
do all classes of designing work required 
by the operations of the bureau. The 
engineering section is also equipped with 
an extensive library of technical books, 
engineering periodicals, trade catalogues, 
and other data, and is prepared to do 
research work and to furnish advice rel- 
ative to engineering subjects requiring 
access to such data not usually available 
at the field offices. The superintendents 
and other responsible field men of the 
bureau should make the greatest possible 
use of this expert organization. 

DESIGNS TO BE PREPARED IN DENVER 
OFFICE 

Designs should be prepared in the 
Denver office for all major structures 
and all minor structures of special or 
unusual nature and all other structures 
for which designs may be requested by 
the field offices and for which standard 
designs or previously approved types of 
designs are not available. Standard de- 
signs for the more common canal and 
lateral structures, and of gates and other 
metal work common to all projects are 
being prepared as demand arises and 
conditions permit. In addition, the de- 
signing engineer is required to review 
and check for approval all designing 
done by the project or other field offices; 
to make or review all engineering studies 
carried out by the bureau; to make or 
check all estimates of cost upon which 
approval of work is based; to review and 
check the engineering and cost features 
involved in all reports on projects being 
investigated; to check for approval con- 
struction contract specifications prepared 
in the field and to prepare such specifica- 
tions for the major structures and for the 
purchase of engineering machinery; and 
to do other engineering work assigned. 

REQUIREMENT FOR DATA 

This engineering work is of great im- 
portance and requires for its proper 
execution complete and accurate data as 
to field conditions. Although, to a 



limited extent, it is possible for the de- 
signing engineer and some of his assistants 
to visit and investigate the work under 
consideration in the field, dependence 
must, in general, be placed on the field 
forces for the necessary information adn 
data. It is the object of this paper to 
point out the requirements to be met in 
submitting these data which are found 
necessary in view of the experiences had 
during the 12 years since the Denver 
office was established. In order to 
develop these requirements more logically, 
the work will be considered under five 
general groups. 



Project Water Supply 

May was warm and dry on most 
of the projects, favorable for agricul- 
tural conditions, and conducive to an 
early and heavy run-off on most of the 
streams. 

Irrigation demands were especially 
heavy on the projects in Montana and 
Idaho and on the Yakima project 
in Washington. Floods on the Snake 
River were averted by operating reser- 
voirs for control. At Yuma the 
Colorado River will probably reach its 
peak on June 12, with a flow of about 
105,000 second-feet. The peak flow 
of the Shoshone River was the highest 
since 1918. 

At the end of the month, storage 
reservoirs were generally well filled, and 
while the early run-off indicates a 
deficiency in late summer flow in 
many of the streams, no serious short- 
ages are anticipated on any of the 
projects. Conditions on the Okanogan 
and Carlsbad projects were materially 
improved during the month by increased 
storage and prospects on both projects 
are now favorable for a reasonably 
adequate water supply. On the Orland 
project an early draft on storage indi- 
cates that a slight shortage will be 
experienced at the end of the season. 



CANAL STRUCTURES 
The first group comprises canal struc- 
tures. These include all structures on 
canal and drainage systems. For these 
the conditions controlling their design 
are usually quite definitely fixed. The 
hydraulic and operating requirements 
and the foundation conditions are usually 
known or ascertainable. The availability 
of suitable construction materials and the 
probable cost can generally be accurately 
determined. For convenience and uni- 
formity in submitting data for the design 
of such structures, printed Forms Nos. 



7-882 and 7-882a to 7-882o, inclusive, 
have been made available, as follows: 



Form No. 



Structure 



7-882 1 Check. 

7-882a i Chutes. 

7-882b _ Culvert under canal 

7-882c Culvert under railroad. 

7-882d Culvert under road 

7-882e Diversion dam. 

7-882f Drop. 

7-882g I Farm turnout. 

7-882h Flume. 

7-882! Head gates at diversion dan 

7-882] Highway bridge. 

7-882k Lateral turnout. 



7-8821 
7-882m 
7-882n 
7-8820. 



Siphon. 
Siphon spillway. 
Tunnel. 
Wasteway. 



These forms are, in general, satisfac- 
tory for the purpose intended. They are 
intended to be an aid and convenience to 
the superintendents and others for this 
purpose as well as an insurance to the 
Denver office that complete data will be 
submitted and they should always be 
considered and used as such. It has 
been quite generally observed that when 
these forms are used the design data 
furnished are more complete, accurate, 
and satisfactory than when they are not 
used. This is logical because the most 
usual fault in submitting design data is 
in overlooking some essential item which 
the printed forms help to avoid. The 
filled in forms should be supplemented 
wherever necessary or desirable by maps, 
drawings, photographs, discussions, com- 
putations, or other data. They should 
especially be supplemented by such data 
as accurate profiles or sections upon which 
such pertinent information as classifica- 
tion of excavation, foundation and ground 
water conditions, highwater elevations, 
etc., are clearly shown. Single copies of 
these data will meet all the requirements. 

It is important that the correct form 
be used for each structure. Where this 
has not been done it has often been 
found that essential data are overlooked, 
or those given are subject to misinter- 
pretation. The data should be carefully 
checked to ascertain that the answers 
given to the different questions on the 
forms are consistent with each other and 
with the drawings and other data sub- 
mitted. This, of course, is obvious and 
applies equally to all data of whatever 
nature submitted. Failure to do this, 
however, has been a common source of 
difficulty and delay in the preparation of 
designs and estimates. When inconsist- 
ent data are submitted the work must 
usually be delayed until the inconsist- 
encies are straightened out by corre- 
spondence, or many times by telegraph 
at an expense otherwise not necessary. 

DESIGNS PREPARED IN FIELD OFFICES 

In so far as practicable all important 
designing work should be done in the 



July, 1928 



NEW RECLAMATION ERA 



105 



Denver office. Only such simple design- 
ing work should be done in the field 
offices as can be advantageously per- 
formed by the forces regularly employed 
for other engineering work and without 
interference to that work. Designing 
in field offices should be limited to minor 
structures for distribution systems and the 
adaptation to conditions of standard or 
previously approved typical designs. All 
such designs should be submitted to this 
office for approval before construction. 
The intelligent review for approval of 
designs prepared in the field requires, as a 
general rule, the same data and informa- 
tion as would be required for their prepara- 
tion. Many designs and estimates have 
been submitted for approval with little or 
no data given as to hydraulic or structural 
requirements or as to the controlling 
conditions, and for which, upon review, 
the best recomme idation that could be 
given to the chief engineer was that "there 
is no apparent objection to them. " Such 
a review is of little or no value and forms 
no adequate basis upon which to approve 
the construction or expenditure involved. 
It is especially necessary that complete 
data be submitted with designs for 
structures of an unusual or novel nature. 
Freak or experimental designs are not 
viewed with favor. New and untried 
designs should be adopted only with 
caution and only after they have been 
demonstrated to be practical and better 
than the usual type of structure. 

DAMS AND OTHER LARGE ITEMS 

The second group of structures for 
which data must be submitted for design 



and estimate are the major items, such as 
large dams or reservoirs. The magnitude 
of these structures is so great, the especial 
circumstances surrounding each one are so 
varied, and their importance to the project 
of which they are a part is such that 
fixed rules or forms for submitting data for 
them are not practicable. The following 
check list, however, gives items commonly 
to be considered in reporting on reservoir 
sites: 

I. Reservoir. 

1. Topography. 

2. Capacity table or curve (table preferable). 

3. Area table or curve (table preferable). 

4. Geological report. 

5. Description of reservoir area, timber, etc. 

6. Drainage area. 

II. Climate and stream flow. 

1. Precipitation; annual and monthly distribu- 

tion. 

2. Temperature; range annual and monthly. 

3. Stream-flow data for all years available. 

4. Maximum floods of record. 

5. Prior rights to flow of water. 

III. Right of way. 

1. Reservoir; classification of all lands. 

2. Dam site. 

3. Borrow pits for embankment material. 

4. Borrow pits for concrete material. 

IV. Topography. 

1. Reservoir area, small scale. 

2. Dam site, large scale (including spillway and 

river diversion works) . 

3. Borrow pits for embankment material. 

4. Borrow pits for concrete material. 

5. Proposed camp site. 

V. Photographs. 

1. Dam site (several from different locations). 

2. Rock formation, if any. 

3. Construction camp site. 

4. Borrow-pit areas. 

VI. Transportation. 

1. Distance to nearest railroad station and con- 

dition of roadway and bridges. 

2. Possibility of railroad to the dam site. 



VI. Transportation Continued. 

3. Methods of transportation of borrow; pit ma- 

terials possible and length of haul. 

4. Condition of roads during various seasons of the 

year. 

5. Local rates of haul per ton-mile. 

VII. Foundation testing. 

1. Log of all test holes. 

2. Log of all test pits or drifts. 

3. Map of dam site showing all test holes or pits. 

4. Depth of excavation normal to slope icquired in 

the abutments. 

5. Character of foundation rock. 

6. Character of rock at spillway site. 

7. Foundation testing should be outlined after a 

tentative location of dam and appurtenant 
works has been made so that the drilling will 
yield the most useful information possible. 

VIII. Embankment material. 

1. Location, length of haul, and extent of supply. 

2. Rock for riprap. 

3. Rock for embankment. 

4. Earth fill and analysis of the same. 

5. Gravel fill and analysis of the same. 

IX. Concrete materials. 

1. Location, length of haul, and yardage of all 

available sources of supply within any reason- 
able distance. 

2. Rough analysis of pit run (per cent sand, gravel, 

and cobbles) . 

3. Rough analysis of sand (passing Ji-inch screen). 

4. Rough analysis of gravel (passing 3-inch and 

retained on a J^-inch screen) . 

5. Structural quality as determined by visual 

inspection. 

6. For preliminary tests to determine the relative 

suitability of various sources of supply, ship 
250 pounds of sand and 500 pounds of gravel, 
as noted above, from each source. 

7. For final tests on source of supply to be used for 

construction, consult the Denver office for 
desired amounts of sand, gravel, and cobbles. 

X. Miscellaneous. 

1. Provision for highways, railways, public service 

lines, etc., disturbed. 

2. Requirements for fish ladders and fish screens. ' 

3. Availability of native timber for construction 

and camp purposes. 

4. High-water marks in the vicinity of the dam 

site. 




Irrigated oats, Klamath project, Oreg.-Calif 



106 



NEW RECLAMATION ERA 



July, 1928 




> \> '. . , . n, .,.' ",... . . 







Irrigation on the Umatilla project, Oreg. 



X. Miscellaneous Continued. 

5. Condition of concrete in structures previously 

made with materials considered for work in 
question. 

6. Availability of electric power for construction . 

7. Operation requirements of structure. 

8. Required irrigation or power outlets. 

9. Estimated _cost of clearing dam site. 

As a rule each such structure is a study 
in itself and must be treated as such. 
For such structures it is generally neces- 
sary to make extensive surveys, invest! 
gations, and reports before the best de- 
sign and the probable cost of its construc- 
tion can be determined. 

Every practical effort should be taken 
to make data for these structures com- 
plete and accurate. Every factor affect- 
ing the hydraulic or operating require- 
ments, the foundation or climatic condi- 
tions to be met, the availability and 
quality of construction materials, meth- 
ods of transportation, labor and power 
supply, and other items affecting unit 
costs should be exhaustively covered. A 
variation of 10 cents in the cost per cubic 
yard of concrete in the Owyhee Dam will 
mean an increase or decrease in the total 
cost of about $50,000. 

Data for the design of such structures 
should be thoroughly accurate and re- 
liable. Inaccurate or unreliable data 
are worse than useless in that they are 
misleading. There seems need, however, 
for impressing on those securing these 
data the importance of making them 
complete and exhaustive. Incomplete 
data when preparing designs may lead to 
serious difficulties in construction and 
result in costs exceeding the estimates. 
Topography should be accurate and of 
sufficient extent and detail so that the 
structure and all its appurtenant features 
can be located to the best advantage and 
its required dimensions accurately deter- 
mined. The topography also should be 
submitted in a form and to a scale suit- 
able for laying out the proposed construc- 
tion on it. The original field sheets are 



best, tracings therefrom are next, and 
blue prints are poorest owing to shrink- 
age, folds, and difficulty in copying. 
Topography laid out by an accurate co- 
ordinate system is usually the best and 
this method should be followed in so far 
as practicable. 

Foundation exploration should be suf- 
ficient to develop all the conditions beyond 
a reasonable doubt so as to be able to fore- 
cast the final dimensions of the substruc- 
ture with reasonable accuracy. Where 
knowledge of the position of sound bed- 
rock is essential, drill holes should be 
extended sufficiently into the rock to 
demonstrate its character and to prove 
that it is not an isolated bowlder or pro- 
jecting ledge. Representative samples of 
materials disclosed by test pits should be 
preserved in suitable containers and dia- 
mond-drill cores suitably boxed and stored 
for future reference. In recording the logs 
of test or drill holes, effort should be made 
to avoid designations based on personal 
judgment. All available construction ma- 
terials, such as earth, gravel, and rock for 
embankment construction and sand and 
gravel for concrete construction, should 
be investigated exhaustively, both as to 
quantity and quality, as well as to their 
cost delivered at the site of the work. 
The investigation of the quality of all 
available sources of concrete aggregates 
is of the utmost importance, and in this 
exhaustive tests should be made as far in 
advance of construction as practicable. 
These tests are usually made by the Bu- 
reau of Standards in Denver under the 
direct supervision of this office. General 
rules for submitting samples for these tests 
have not been found satisfactory, and for 
each case the matter should be taken up 
in advance with the Denver office. A 
thorough analysis of transportation facili- 
ties and costs is also very important, espe- 
cially where the work is in isolated places, 



which is true of many of the most impor- 
tant structures. 

POWER DEVELOPMENTS AND PUMPING 
PLANTS 

A third group of structures that are in 
some respects in a class by themselves are 
power-development and pumping plants. 
For the construction features of these, all 
the care should be used that is exercised 
in submitting data mentioned for other 
structures. In addition, the operating 
and demand requirements should be espe- 
cially developed and analyzed. Climatic 
conditions are also most important. The 
requirements and conditions surrounding 
all such plants of any magnitude should, 
in general, be fully investigated on the 
ground by some one especially trained in 
this class of work and preferably the one 
who prepares the designs. 

I. Physical features. 

1. Location and name of river or canal. 

2. Nearest railroad point. 

3. Transportation facilities to site, existing and 

proposed. 

II. Water supply. 

1. Record, if available, showing maximum, mini- 

mum, and mean discharge for each month. 

2. Capacity of reservoir. 

3. Prior water rights. 
HI. Head. 

1. Gross static head. 

2. Maximum net effective head. 

3. Minimum net effective head. 

4. Average net effective head. 

5. Rating curve of tailrace. 
IV. Elevations. 

1. Datum of elevation? and conversion factor to get 

U. S. O. S. datum. 

2. Elevation of spillway crest. 

3. Elevation water surface in fore bay, maximum 

and minimum. 

4. Elevation of water surface in tailrace maximum 

and minimum. 
V. Maps, profiles, photographs, and drawings. 

1. Maps and profiles. 

(a) General map of surrounding territory show- 
ing location of site, neighboring towns, 
roads, railroads, canals, and transmission 
lines. 

(6) Contour map of site. 

(c) Profile of penstock or discharge pipe. 

2. Photographs of site and existing structures. 

3. Drawings of existing structures at'site. 
VI. Data for estimates of cost. 

1. Kind and location of material for construction, 

gravel, sand, etc. 

2. Local costs of labor, teams, trucks, coal, lumber, 

and other materials. 

3. Local hauling rates. 

4. Local rates for power for construction. 

SECONDARY PROJECT INVESTIGATION 
REPORTS 

The fourth group consists of the design 
and estimate features of engineering re- 
ports on proposed projects being investi- 
gated. In so far as practicable, prelimi- 
nary designs and estimates should be pre- 
pared in the Denver office for the major 
features and structures to be included in 
the reports on such projects. The same 
general rules should be followed in sub- 
mitting data for the preparation of such 
designs and estimates as for the prepara- 



July, 1928 



NEW RECLAMATION ERA 



107 



tion of detail designs for construction. I 
The reports must, however, be finally re- ! 
viewed for approval and will generally 
contain many design and estimate fea- 
tures for which preliminary consideration 
has not been feasible. In order that the 
reports may be intelligently reviewed in 
this respect both at the time of approval 
and at any time thereafter by persons not j 
familiar with all the details and circum- , 
stances, they should c intain sufficient de- j 
scriptive matter, typical designs, hydraulic 
data, canal sections, and analysis of costs 
in condensed and tabular form to support | 
the conclusions reached and demonstrate 
that they are based on suitable and ade- 
quate construction and dependable cost 
data. 

ESTIMATES AND AUTHORITIES 

The fifth and last group consists of 
estimates and authorities for work. The 
requirements for these are suitably 
covered in the regulations of the Manual 
and by Circular Letters. However, esti- 
mates.and authorities must be approved 
in the Denver office and this can not be 
done intelligently without suitable in- 
formation on the work involved. Where 
the work is covered by detail designs pre- 
pared in the Denver office or by con- 
struction contracts, copies of which are on 
file in this office, it is a simple matter to 
refer thereto and check the quantities and 
cost. Where such data are not available 
the estimate and authority submitted for 
approval should be accompanied by such 
descriptive matter, references, or designs 
as are necessary to show the need for the 
work, its conformity with approved pro- 
grams, the suitability of the proposed 
construction, and the correctness of the 
estimated cost. 

TIME REQUIRED FOR DESIGNING WORK 

Time is an important element in the ] 
submission of data for designs and esti- j 
mates and many difficulties often arise 
to prevent the work being done as 
promptly as desired. Ample time should 
be allowed for the preparation of designs. 
In stating the time limit within which 
work is required from the Denver office 
it is best to give a definite date and, if ! 
practicable, support it with the reasons 
therefor. This will carry much more 
weight than some such phrase as the 
much abused "as soon as practicable." 
It should also be borne in mind that the 
Denver office always has before it work 
for several projects with a definitely 
limited force to handle it. It is therefore 
generally very difficult to take up design- 
ing work immediately upon receipt of the 
data unless advice regarding it is given in 
advance. All the time practical should be 
given so that the work for the bureau as a 
whole can be arranged to the best ad- 
vantage. 



DENVER OFFICE TO BE INFORMED OF 
EXPERIENCES 

In order that the engineering section 
of the Denver office may be of the 
maximum service to the individual 
project and to the bureau as a whole, it is 
important that it collect the best in- 
formation possible on the result of engi- 
neering performance related to the work. 
To this end those in charge of field work 
should keep this office fully informed 
regarding the suitablity in construction 
and operation of the designs prepared 
and any necessary modifications or sug- 
gested improvements. In this way all the 
projects may benefit from the individual 
experiences on each project. 

COOPERATION ESSENTIAL 

The important work of this bureau is 
the individual project and all the functions 
of the bureau should be operated to 
promote its ultimate success. The engi- 
neering section of the Denver office must 
do its work with this object constantly in 
view. To do so it must cooperate with 
i and in return receive the cooperation of 
the project offices and field forces. The 
Denver office should avoid an arbitrary 
attitude or arbitrary methods and should 
constantly endeavor to render real service 
to the field forces. Such service can not 
be given by the engineering section with- 
out receiving in turn the cooperation oi 
the field forces in furnishing satisfactory 
data. 

MORE than 50,000 pounds of butter 
fat were received and handled 
through the Minni-Cassia Dairyman's 
Association, Minidoka project, during 
May, and shipped to the cooperative 
creamery at Jerome for butter making. 



Tule Lake Community Club, 
Klamath Project, Oregon 

The Tule Lake Community Club was 
irganized early this spring and now boasts 
a membership of about 40, most of whom 
reside in Siskiyou County, Calif., although 
Modoc County, Calif., and Klamath 
County, Oreg., are also represented in the 
membership. The club has elected three 
directors, one from each county. 

The purpose of the organization is to 
have somebody authorized to speak for 
the community as a whole. Various mat- 
ters needing settlement arise from time to 
time, such as improvement of roads, com- 
bating insect pests, weed control, the dis- 
tribution of water, and the protection of 
drains, and it was believed that there 
should be some organization on the divi- 
sion to mold sentiment and translate it into 
appropriate action after the community 
had agreed on a definite plan. 

The club also expects to aid its members 
in buying in carload lots such things as 
fencing and seed, and may also aid in 
shipping out surplus products. The club 
constructed and entered an attractive 
float at the railroad celebration held in 
Klamath Falls May 11 and 12, which was 
awarded a prize of $25, showing that, even 
though young in years, this community 
can accomplish results. 

The most important problem before the 
club at present is to devise some plan of 
housing school children and maintaining 
a school in Siskiyou County for the home- 
steaders there. The present small build- 
ing, which was constructed by popular 
subscription with donated work, houses 
only about 20 children. By fall about 
70 children should have suitable 
accommodations. 




Watermelons, Yakima project, Wash. 



108 



NEW RECLAMATION ERA 



July, 1928 



Project Collections Are Gratifying 



THE accompanying table shows that 
payments of construction and opcra- 
tion ami in:iinli'iiance charges by the 
Federal irrigation projects will be greater 
for the fiscal year 1928 than for any other 
year of record. 

Of the 24 operating projects, 22 are on 
a paying basis, and for the fiscal year 1928 
will repay to the reclamation fund more 
than $5,000,000. For the 10-month period 
ending with April these 22 projects reim- 
bursed the fund to the extent of $3,979,000 
of which $2,769,000 was for construction 
and $1,210,000 for operation and mainte- 
nance. The estimated additional receipts 
during May and June will increase the 
construction payments to $3,260,000 and 
the operation and maintenance payments 
to $1,748,000, or a total of $5,008,000. 
During the fiscal year 1927, which was 
considered a good year, $2,140,000 was 
repaid on construction and $1,769,000 for 
operation and maintenance, or a total of 
less than $4,000,000. 

Including miscellaneous receipts, col- 
lections for the fiscal year 1928 will 
amount to more than $6,000,000. 



THE Idaho Power Co. has installed 
30 flood lights having a combined 
illuminating capacity of 25,000,000 candle- 
power at Shoshone Falls. By the use of 
color screens a wonderful effect is produced 
when the lights are flashed on the great 
cataract. 



Construction, operation, and maintenance 
collections 



State and project 



Arizona: Salt River 

Arizona-California: Yuma.. 

California: Orland 

Colorado: 

Grand Valley 

Uncompahgre 

Idaho: Minidoka 

Idaho-Oregon: Boiso 

Montana: 

Huntley 

Milk River... 

Sun River 

Montana-North Dakota: 

Lower Yellowstone. 

Nebraska-Wyoming: North 

Platte 

Nevada: Newlands 

New Mexico: Carlsbad 

New Mexico-Texas: Rio 

Grande 

Oregon: Umatilla 

Oregon-California: Klamath 
South Dakota: Belle Four 

che 

Utah: Strawberry Valley... 
Washington: 

O_kanogan_. 

Yakima 

Wyoming: 

Ri verton 

Shoshone 



Ji n 



nlated - 8ble 

1B27 tn May : total 

'" 2 r 7 '' and collec- 

1928 Juue tions 



$645,959 

613, 405 $25, 000 
94, 400 7, 000 

21,590! 63,000 
155,296| 42,300 
253, 773 105, 000 
345,971 10,000 



18, 852 5, 000 
25, 876] 8, 000 
12, 914; 3, 000 

49,158 32,000 

136, 639 100, 000 
7fi, 272 1,000| 
107, 899| 2, 000 

445, 508 413, 000 
26,5941 12,000 
91,249 65,000 



26,734 40,000 
121, 336! 5, 000 



39, 594 
624,939 55,000 

721 300 
43, 548: 5, 300j 



$645, 959 
638, 405 
101,460 

84,590 
197, 596 
358, 773 
355, 971 

23, 852 
33, 876 
15, 914 

81,158 

236, 639 
77, 272 
109,899 

858,508 
38,594 
156, 249 

66,734 
126,336 

39,594 
679, 939 

1,021 

48,884 



Total.. 3,978,287998,9004,976,287 



A SHIPMENT of approximately 76,000 
* pounds of wool from Minidoka 
project flocks was made by the Minidoka 
County Wool Pool recently. The wool 
was purchased by a Boston concern at a 
price of 33.26 cents a pound. 




Irrigation scene in the Southwest 



Ice Thrust Damages Magic 
Reservoir Tower 

HPHE 152-foot concrete gate tower at 
* Magic Reservoir on the Big Wood 
River, about 25 miles north of Shoshone, 
Idaho, was broken off and at least par- 
tially lifted from its base by the ice sheet 
on March 8. This condition was first 
discovered when a large volume of water 
began flowing from the outlet tunnel, and 
examination showed that water in the 
normally dry operating chamber of the 
tower was standing at the same elevation 
as the water surface of the reservoir. 
Outflow from the tunnel measured 370 
second-feet. At this time the tower ap- 
peared to be plumb. Later it was ob- 
served that the tower had assumed a 
leaning position, being several feet out of 
vertical at the top. When the leaning 
was first noticed, the discharge from the 
tunnel had begun to diminish and as the 
tower gradually settled back into place 
the flow of water was reduced to about 
15 second-feet. It is therefore believed 
that the tower was at first lifted vertically 
from its base by the ice sheet rising with 
the water in the reservoir, then broke 
through on the side facing the dam, and 
finally came back to plumb and almost 
exactly into place on the base. 

The tower is an octagonal structure 
about 20 feet in diameter with a dividing 
wall in the center, located at the up- 
stream toe of the earth dam. It springs 
from a massive base, or spread footing, 
presumably founded on basaltic rock. 
Steel was not used in tying the tower to 
its base and the plane of rupture was at 
this joint. 

On March 13 the leakage was calked 
off by a diver, who found that very little 
damage to the gate-control apparatus 
had resulted. On account of the 50-foot 
depth of water above the break, the 
management of the Big Wood Canal Co. 
considered it advisable to defer perma- 
nent repairs until the water in storage can 
be drawn down by irrigation use. A tem- 
porary bulkhead of 12 by 12 inch timbers 
was fitted to the interior walls of the 
operating compartment of the tower, 
being spaced so as to span the crack, and 
braced to reduce the liability of lateral 
movement. About September 1 it is 
planned to construct a heavily reinforced 
concrete exterior collar around the tower 
and connecting the broken-off portion 
with the base. 

The Magic Reservoir is owned, oper- 
ated, and was constructed by the Big 
Wood Canal Co., and is not a Bureau of 
Reclamation project. 






July, 1928 



NEW RECLAMATION ERA 



109 








Reclamation Project Women and Their Interests %JLJ? 



Women's Vacation Camp at Guyer Hot Springs, Idaho 



THE women interested in home demon- 
stration work on the Minidoka project, 
Idaho, are planning to attend the second 
vacation camp at Guyer Hot Springs, Idaho, 
the last week in July. The camp is at- 
tended by the women from the eight cen- 
tral counties of Idaho and is one of the 
six to be held in the State this summer. 

The first camp was held last year. Be- 
cause of the success of last year's camp 
another is being planned for this summer. 
The program which is given at the camp 
touches the various projects which are giv- 
en throughout the year in the home demon- 
stration program. The purpose of the camp 
is threefold educational, inspirational, and 
recreational. The morning programs are 
devoted to educational subjects which are 
developed by members of the home demon- 
stration staff. The afternoons are given 
over to recreation. At Guyer Hot Springs 
there is a swimming pool and many places 
to hike. Inspirational talks are given in 
the evening, following vesper services. 

Music in the home is being stressed this 
year. This part of the program will be 
developed at the various camps by the 
music department of the University of 
Idaho and the southern branch. 

The following subjects will be those 
dealing with the educational part of the 
program: 

"The Home Grounds." 

"Fashion and Fabric." 

"Developing an Appreciation of Art in 
the Home." 

"New Development in Nutrition." 

" Developing an Appreciation of Music." 

Last year 120 women were in attend- 
ance for the full three days of the camp. 
A larger number is expected this year. 



The camp at Guyej this year is under the 
direction of Miss Mary Van Deusen, 



demonstration agent for the southern dis- 
trict. Mary E. Van Deusen. 



Project Reservoirs Justly Famed 

As Excellent Fishing Grounds 



NOW that vacation days are near at tackle, engage in long debates on the 
hand it is only natural that many relative merits of different types of 
of us should overhaul the old fishing artificial lures, and count the days when 

Plants of fish by Federal Bureau of Fisheries in Bureau of Reclamation reservoirs, 
1918-1927 


State and project 


Reservoir 


Fish 


Species 


Number 




Roosevelt 


Catfish 


7,350 
420 
3,560 
1,300 
5,700 
100 
30 
22,500 
75,500 
10,000 
22,500 
67,500 
17,000 
447,000 
278,000 
112,000 
22,000 
6,700 
22,000 
37,000 
103,000 
2,500 
5,919 
300 
6,440 
5,025 
2,080 
2,025 
400 
1,800 
11,000 
94,000 
123,300 
16,000 
6,000 




Arrowrock 


Buffalo fish ... . 


Crappie -. 


Yellow perch . . _. _ 


Large-mouth bass 


Rock bass 


Sunfish 


Lochleven trout 


Lake trout 


Rainbow trout 


Steelhead trout___ 




Rainbow trout 


Montana: Milk River . - - . ' St. Marv Lakes 




Nelson 


Brook trout 


Black spotted trout., 


Rainbow trout 




Willow Creek 


do 




Pishkun 


do .... 


Pathfinder 




Nevada: Newlands -- 


Lahontan 


do 






South Dakota: Belle Fourche - 


Belle Fourche 


Rock bass 


Sunfish 


Catfish 












Utah 1 Strawberry Valley . - - - -- 


Strawberry 


do 




Shoshone 


Brook trout 








Rainbow trout 




1, 537, 949 




Guyer Hot Springs, Idaho 



we can turn the routine work over to 
an assistant and snatch a few days of 
unalloyed pleasure casting or trolling for 
the big ones. 

Many of the reservoirs on the irrigation 
projects under the Bureau of Reclamation 
afford excellent opportunities for the fol- 
lowers of Izaak Walton, thanks to the 
plants of fish made by the Federal Bureau 
of Fisheries and the State fish hatcheries. 
The accompanying table shows the plants 
of fish in our reservoirs made during the 
past 10 years by the Bureau of Fisheries. 
In many instances the State fish hatch- 
eries have supplied equally as large or 
even larger numbers of the finny tribe. 
At any rate there are enough to furnish 
sport for all water users and their friends 
who can break away from the routine 
of farm work for a few days' vacation. 



110 



NEW RECLAMATION ERA 



July, 1928 



Legal Notes Relating to the Irrigation Projects 



THE following acts were passed by the 
Seventieth Congress and approved 
on the dates indicated: 

Boulder Dam Investigation 

Resolved by the Senate and House of 
Representatives of the United Slates of 
America in Congress assembled, That the 
Secretary of the Interior is hereby author- 
ized and directed to appoint a board of 
five eminent engineers and geologists, at 
least one of whom shall be an engineer 
officer of the Army on the active or retired 
list, to examine the proposed site of the 
dam to be constructed under the pro- 
visions of H. R. 5773, Seventieth Con- 
gress, first session, and review the plans 
and estimates made therefor, and to advise 
him prior to December 1, 1928, as to 
matters affecting the safety, the economic 
and engineering feasibility, and adequacy 
of the proposed structure and incidental 
works, the compensation of said board to 
be fixed by him for each, respectively, but 
not to exceed $50 per day and necessary 
traveling expenses, including a per diem 
of not to exceed $6, in lieu of subsistence, 
for each member of the board so employed 
for the time employed and actually 
engaged upon such work: And provided 
further, That the work of construction 
shall not be commenced until plans 
therefor are approved by said special 
board of engineers. No authority hereby 
conferred on the Secretary of the Interior 
shall be exercised without the President's 
sanction and approval. The expenses 
herein authorized shall be paid out of the 
reclamation fund established by the Act 
of June 17, 1902. 

Approved, May 29, 1928. 



Rio Grande Project Time 
Of Payments Extended 

Be it enacted by the Senate and House of 
Representatives of the United Stales of 
America in Congress assembled, That the 



Secretary of the Interior be, and he is 
hereby, authorized and directed to enter 
into amended contracts with the Elephant 
Butte Irrigation District, of New Mexico, 
and El Paso County Water Improvement 
District Numbered 1, of Texas, whereby, 
after the payment of the first four annual 
installments, as now provided for in 
existing contracts, upon the construction 
charge under the Rio Grande Federal irri- 
gation project, New Mexico-Texas, the 
remaining unpaid construction charge per 
irrigable acre shall be payable annually in 
installments of $3.60. 

SEC. 2. These annual payments shall 
continue until the total construction 
charge against said districts is paid. 

SEC. 3. The existing contracts between 
the United States and Elephant Butte 
Irrigation District, of New Mexico, and 
between the United States and El Paso 
County Water Improvement District 
Numbered 1 shall remain unaltered except 
as herein otherwise directed. 

Approved, May 28, 1928. 



Okanogan Project Transfer 

Be it enacted by the Senate and House of 
Representatives of the United States of 
America in Congress assembled, That the 
Secretary of the Interior is hereby au- 
thorized to contract with the Okanogan 
irrigation district for the transfer of the 
control of the Okanogan project, in the 
State of Washington, constructed pur- 
suant to the Act of June 17, 1902 (Thirty- 
second Statutes at Large, page 388), and 
Acts amendatory thereof or supplemen- 
tary thereto, known as the reclamation 
law, upon the district agreeing to pay to 
the United States in discharge of all obliga- 
tions the sum of $10,000 per annum for the 
period of thirty-one consecutive years, 
beginning with the year 1928 such install- 
ments to be due on December 1 of each 
year and bear interest at the rate of 6 per 
centum per annum after due. Upon such 
payments being completed, the said Secre- 
tary is authorized to convey to the dis- 
trict all the right, title, and interest of the 
United States in and to said Okanogan 
project. 



SEC. 2. The Secretary is authorized to 
assign to the district all claims that the 
United States now holds under contracts 
with water users and others owning land 
outside the boundaries of the said dis- 
trict, or owning land within the bounda- 
ries of said district but not consenting 
expressly or impliedly to the modifications 
in their water-right contracts necessary 
to conform to the terms of said proposed 
contract between the United States and 
the Okanogan irrigation district. Dur- 
ing the irrigation season of 1928, prior to 
the execution of such contract with the 
Okanogan irrigation district, the district 
may, at its own expense, operate the canals 
and other works of the Okanogan project 
for the delivery of water to the water 
users thereunder, and during such irriga- 
tion season may deliver water regardless 
of the restrictions now imposed by the 
reclamation law relating to delinquency 
in payment of charges. 

SEC. 3. The contract between the 
United States and the said district shall 
reserve to the United States the power 
to resume control of said project at any 
time when necessary to shut off water to 
enforce payment of the annual install- 
ments provided for in the first section 
hereof. 

The Secretary of the Interior is directed 
to resume control and shut off water to 
enforce payment whenever any such 
annual installment is not paid on or be- 
fore March 1 after due. 

Approved May 25, 1928. 



Second Deficiency Act 

Boise project, Idaho: The unexpended 
balance of the appropriation of $400,000 
for continuation of investigation and 
construction, Payette division, contained 
in the Act making appropriations for the 
Department of the Interior for the fiscal 
year 1928, shall continue available during 
the fiscal year 1929. 

Carlsbad project, New Mexico: For 
beginning the enlargement of Avalon 
Reservoir, fiscal years 1928 and 1929, 
$250,000, payable from the reclamation 
fund. 




Construction progress, Oibsoa dam. Sun River project, Mont 



July, 1928 



NEW RECLAMATION ERA 



111 



Minidoka project, Idaho: The unex- 
pended balance of the appropriation of 
$400,000 for investigation and construc- 
tion of gravity extension unit contained 
in the Act making appropriation for the 
Department of the Interior for the fiscal 
year 1928 shall continue available during 
the fiscal year 1929. 

Newlands project, Nevada: The unex- 
pended balance of the appropriation of 
$50,000 for the survey and examination of 
water storage reservoir sites on the head- 
waters of the Truckee River, and for 
other purposes, contained in the Act 
making appropriations for the Depart- 
ment of the Interior for the fiscal year 
1928, shall continue available during the 
fiscal year 1929 for the same purposes, 
including te^t borings, and shall also be 
available for the survey and examination 
of water storage reservoir sites on the 
Carson River, investigations of dam 
sites at such storage reservoirs, and esti- 
mates of costs, with recommendations in 
regard thereto. 

Colorado River front work and levee 
system: To reimburse the reclamation 
fund for the benefit of the Yuma Federal 
irrigation project in Arizona and Cali- 
fornia for costs incurred during the 
period from January 21, 1927, to March 6, 
1928, and paid from the reclamation fund, 
for the operation and maintenance of the 
Colorado River front work and levee 
system adjacent to said project, $72,640: 
Provided, That the appropriation of 
$35,000, contained in the Interior Depart- 
ment Appropriation Act for the fiscal 
year 1927, for the share of the Govern- 
ment of the United States for the costs of 
operating and maintaining the Colorado 
River front work and levee system, 
authorized by the Act of March 3, 1925, 
and the appropriation of $35,000, con- 
tained in the Interior Department Appro- 
priation Act for the fiscal year 1928, for 
the same purpose, shall also be available 
to reimburse the reclamation fund for such 
costs during such period. 

Damage claims: For payment in full 
settlement of all claims against the Gov- 
ernment for flood damages to the owners 
of certain lands near Hatch and Santa 
Teresa, New Mexico, fiscal year 1929, 
$70,000, payable from the reclamation 
fund in accordance with section 2 of the 
Act of February 25, 1927: Provided, 
That in addition to the above amount there 
shall be available for the same purpose 
such portion of the appropriation of 
$5,000 contained in the Deficiency Act 
of December 22, 1927, as may not be 
required to defray the expense of ascer- 
taining the amount of such damages. 

Approved May 29, 1928. 



Gila River Investigation 

Be it enacted by the Senate and House of 
Representatives of the United States of 
America in Congress assembled, That the 
Secretary of the Interior is hereby 
authorized and empowered to make all 
necessary surveys and investigations to 
ascertain the best methods and means of 
utilizing the waters of the Gila River and 
its tributaries above the San Carlos Reser- 
voir for irrigation and other purposes in 
the States of New Mexico and Arizona. 
The Secretary of the Interior is further 
authorized and empowered to prepare 



plans and make estimates of the cost of 
constructing dams, canals, and other 
works necessary for the utilization of such 
waters. 

SEC. 2. That there is hereby authorized 
to be appropriated for this purpose a sum 
of not to exceed $12,500 from any money 
in the reclamation fund: Provided, how- 
ever, That the appropriation herein author- 
ized shall not be available unless or until 
contributions of equal amounts shall have 
been provided from local sources. 

Approved, May 25, 1928. 



Conservation of Fish 

Be it enacted by the Senate and House of 
Representatives of the United States of 
America in Congress assembled, That the 
Department of Commerce be, and it is 
hereby, authorized to study, investigate 
and determine the best means and meth- 
ods of preventing the destruction of fish 
occasioned by ditches, canals, and other 
works constructed or maintained by the 
United States; and for this purpose such 
sums of money as may be necessary, not 
exceeding in the aggregate $25,000 are 
hereby authorized to be expended out of 
any money in the Treasury not otherwise 
appropriated. 

Approved, May 1, 1928. 



Boot Hill Cemetery 

On a small rocky hill near the "rim 
rock" north of Billings, Mont., is located a 
graveyard on privately owned land. The 
single monument was constructed from 
small water-worn cobblestones gathered 
on an adjacent hill. It marks the graves 
of about 22 persons buried here subse- 




quently to the Custer massacre, but before 
the Northern Pacific was built across the 
western plains, in the early eighties. 

The terse inscription on the monument 
is as follows: 

DIED 1877 TO 1882 

Upon this rugged hill 

The long trail past. 
These men of restless will 
Find rest at last. 

The stream flows on but it matters not 

To the sleepers here by the world forgot. 

The heroes of many a tale unsung, 

They lived and died when the West was young. 

Practically all of the occupants of this 
small cemetery "died with their boots 
on." Living at a time when personal and 
property rights were protected by force, 
it frequently was a case of the "quickest 
man on the trigger." As the population 
of the country grew, the Vigilantes were 
formed as a step toward organized 
government. These bands were displaced 
by duly elected peace officers and courts, 
until at present the legally constituted 
methods obtain for the enforcement of 
rights, including those to the use of water 
for irrigation purposes. E. E. Roddis, 
district counsel. 



Colonization Department 
of Southern Pacific Co. 

A "department of development and 
colonization," headed by R. E. Kelly, 
manager of development, has been organ- 
ized recently by the Southern Pacific 
Co. It is stated that the object of the 
department will be to promote the welfare 
of agriculture generally in the States 
served by the railroad. The keynote of 
the work of the new department is 
expressed in Mr. Kelly's statement that 
"the gospel of honest representation to 
newcomers of the kinds of lands and their 
possibilities will be absolutely insisted 
upon." 

HHHE Yakima Creamery Co. dedicated 
-^- its new $16,000 creamery on May 
j 26 and announced the immediate con- 
I struction of a plant to produce powdered 
milk. Permits have been issued for the 
construction of one cold-storage ware- 
house in Yakima to cost $100,000 and 
j another to cost $120,000. 



MORE than 25 farmers on the North 
Platte project have signed up for 
the 400-bushel potato club, which is being 
sponsored by the University of Nebraska 
Extension Bureau. Each member of the 
club raising 400 bushels of potatoes per 
acre or more this year will receive a medal 
and a certificate of the accomplishment 
achieved. 



112 



NEW RECLAMATION ERA 



July, 1928 



Reclamation Organization Activities and Project Visitors 



DR. ELWOOD MEAD, Commissioner 
of Reclamation, left Washington on 
June 19 for Denver for a brief confer- 
ence on the Budget estimates before 
leaving on a western trip. He expects 
to be away for several weeks. 



Dr. Hygh A. Brown, Assistant Director 
of Reclamation Economics, was Acting 
Commissioner of the Bureau of Reclama- 
tion during the latter part of the month 
in the absence of Commissioner Mead and 
Assistant Commissioner Dent. 



Miss Mae A. Schnurr, secretary to the 
commissioner, sailed for Europe on the 
Olympic on June 9. She plans to visit 
England, Ireland, Denmark, Sweden, 
Holland, Germany, Switzerland, Belgium, 
and France, returning to the office the 
latter part of July. 



W. F. Kubach, chief accountant, left 
the Washington office for the field on 
June 8. At Denver he will confer with 
the commissioner and the chief engineer 
concerning estimates for appropriations 
to be submitted to the Budget. Mr. 
Kubach will return about August 1. 



Howard G. Knutson, senior clerk in 
the Denver office, who broke his leg last 
February while skiing on Gennessee 
Mountain near Denver, has returned to 
duty. 

Col. B. F. Fly left Washington, D. C., 
on June 3 for his home in Yuma, Ariz., 
stopping en route for a visit with his 
sister at Texarkana, Ark. He plans to 
return to Washington in the fall. 



Recent visitors at Echo Dam, Salt Lake 
Basin project, included Natt McDoygall 
and R. F. Hoffmark, of A. Guthrie & Co.; 
W. H. Wattis, of the Utah Construction 
Co.; J. L. Savage, chief designing engineer, 
and J. R. Alexander, district counsel, 
Bureau of Reclamation. 



Dr. Scott Ewing, of the Bureau of 
Standards, visited the Grand Valley proj- 
ect during the month and, in cooperation 
with the local public-service company, 
buried samples of metal pipe to determine 
corrosion in alkali soils. 



I. M. Zaki, assistant director of public 
works, of Egypt, who is in this country 
studying irrigation and drainage prob- 
lems, arrived in Denver early in May, 
after spending some time in the Wash- 
ington office, and expects to spend several 
weeks in the Denver office studying or- 
ganization, manner in which projects are 
investigated, and plans and estimates of 
construction, letting of contracts and 
supervision of construction, water-supply 
studies, supervision of projects operated 
by the Government, and designs of dams 
and other structures already constructed 
or under construction. He plans to visit 
projects in the intermountain region and 
then go south through the Arkansas 
Valley to study private irrigation proj- 
ects, thence to the Rio Grande, Salt 
River, and Yuma projects. 



Barry Dibble, formerly electrical en- 
gineer in the Denver office and superin- 
tendent of the Minidoka project, spent a 
couple of days recently in the Denver 
office. 



Recent visitors to Stony Gorge Dam, 
Orland project, included Shizuo Sugimura 
and Masago Tamachi, Japanese engineers, 
and F. W. Kerns and Warren Egbert, 
engineers of San Francisco. 



The following representatives of con- 
tracting firms have visited the Vale proj- 
ect and examined the proposed tunnel 
and diversion-dam work on which bids 
were opened June 9: W. H. Wattis, H. 
Lawler, and A. E. Paddock, Utah Con- 
struction Commission; Harry Morrison 
and F. T. Crowe, Morrison-Knudsen Co.; 
Mr. Sullivan, for J. F. Shea; A. Guthrie 
& Co.; Oro McDermith and Jack Bonney, 
Derbon Construction Co.; and Claude 
Fisher. 



D. C. Henny, consulting engineer, and 
Col. G. R. Lukesh were on the Klamath 
project for three days inspecting Clear 
Lake and Gerber Dams. Other visitors 
included L. T. Jessup, associate drainage 
engineer of the Department of Agricul- 
ture, and C. H. Canfield, district engineer 
of the Geological Survey. 



Recent visitors at the Hermiston office 
of the Hermiston Irrigation District, 
Umatilla project, were A. J. Wiley, con- 
sulting engineer, of Boise, Idaho, and C. 
L. Tice, of McKay Dam. 



H. Kenneth Smith, assistant engineer 
on the Klamath project, has received a 
temporary appointment with the State 
Department as engineer in charge of 
reconnaissance surveys of storage possi- 
bilities on the Rio Grande. During his 
absence, stream gaging and other hydro- 
graphic work will be looked after by 
Alphonsus L. Crawford. 



Porter J. Preston, who was transferred 
from the Yuma project to succeed J. L. 
Lytel as superintendent of the Yakima 
project, has completed his work in Wash- 
ington, D. C., and arrived on the project 
at the end of the month, relieving W. L. 
Rowe, who has been acting superintendent 
for the past few months. 



W. B. Camp, agronomist, United States 
Department of Agriculture, located at 
Shafter, Calif., and C. F. Dunshee, at- 
tached to the Davis, Calif., Agricultural 
School of the University of California, 
were recent visitors on the Orland project. 



Harold T. Stearns, of the United States 
Geological Survey; G. Clyde Baldwin, 
State deputy commissioner of reclama- 
tion; R. E. Shepherd, president of the 
American Falls Advisory Board; and 
other representatives of the irrigation 
interests of Snake River Valley, met 
recently at the American Falls office to 
discuss plans for a more comprehensive 
study of the ground waters of the Snake 
River Basin. 



Dr. J. C. Leonard, chemist for the Idaho 
State Board of Health, visited the Ameri- 
can Falls office early in the month in con- 
nection with an inspection of the munici- 
pal water supply. 



Mark Austin, agriculturist of the Utah- 
Idaho Sugar Co., spent a day on the Milk 
River project recently. 



D. C. Henny, consulting engineer, 
spent two days on the Newlands project 
inspecting Lahontan Dam. 



H. C. Neuffer, engineer in charge of 
designs and surveys at Coolidge Dam, 
was a Rio Grande project visitor during 
the month. 



C.B.GOVEBNMBNT PRINTING OFFICE : 1928 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. HUBERT WORK. SECRETARY OF THE INTERIOR 

E. C. Flnney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Washlnfton. D. C 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner Qeorge C. Kreutier, Director of Reclamation Economic 

W. F. Kubsch, Chief Accountant C. A. Ilissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economic! 

C. N. McCulloch, Chief Clerk 
Dawn, Colorado, WtUa Building 

R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L. Savage, Chief Designing Engineer: E. B. Debler, Hydrographic Engineer; 
L. N. MoClellan. Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Oflutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent; C. 
A. Lyman and J. E. Overlade, Fiscal Inspectors. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 




Newell, S. Dak 


F. C. Youngblutt . 
R. J. Newell 


J. P. Siebeneicher 
W. L. Vernon 





Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oreg. 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise l 


Boise, Idaho 


Carlsbad 


Carlsbad, N. Mex 
Grand Junction, Colo. 


L. E. Foster 
J. C. Page 


W. C. Berger 


W. C. Berger... 
C E. Brodie 


U. J. S. Devries 


Iluntley ' 


E. E. Lewis 








King Hill' Kine Hill. Idaho 


F. L. Kinkaid 








Klamath 


Klamath Falls, Oreg.. 
Savage, Mont 


H.D. Newell 


N. G. Wheeler 


Joseph C. Avery 
E. R. Scheppelmann-. 
E. E. Chabot ... 1 


R. J. Coffey... 
E. E. Roddis 


Lower Yellowstone 
Milk River 


H. A. Parker 


E. R. Scheppelmann 


Malta, Mont 


H. H. Johnson 


E. E. Chabot 


do 


Mlnidoka 4 


Burley, Idaho 


E. B. Darlington 


G. C. Patterson ... 


Miss A. J. Larson 


B. E. Stoutemyer 




Fallen, Nev _ 


A.W.Walker 


Erie W. Shepard 


Miss E.M.Simmonds 


R. J. Coffey 


North Platte 


Mitchell, Nebr 


H. C. Stetson 


Virgil E. Hubbell 


Virgil E. Hubbell 


Wm. J. Burke 
B. E. Stoutemyer 




Okanogan, Wash 


Calvin Casteel 


W. D. Funk 


N. D. Thorp . 


Orland 


Orland, Calif 


R. C. E. Weber 


C. H. Lillingston 


C. H. Lillingston 


R. J. Coffey 

B. E. Stoutemyer 




Nyssa, Oreg 


F. A. Banks 


H. N. Bickel . 




El Paso, Tex 


L. R. Fiock 


V. G. Evans 


L. S. Kennicott 


H. J. S Devries 


Riverton 

Salt River ' 


Riverton, Wyo 

Phoenix, Ariz 


H. D. Comstock 


R.B. Smith 


R. B. Smith 


Wm. J. Burke 


C. C. Cragin 










Powell, Wyo 


L, H. Mitchell 


W. F Sha 




E. E Roddis 


Strawberry Valley ' 
Sun River 10 - 




Lee R. Taylor 








('airfield, Mont 


G. O. Sanford 
A. C. Houghton 


H. W. Johnson 


H. W. Johnson 


E. E. Roddis . 


Umatilla 








\Hermiston, Oreg 
Montrose, Colo 
Vale, Oreg 












L. J. Foster 
H. W. Bashore 
P. J. Preston 


G.H. Bolt... 
C.M. Voyen 
R. K. Cunningham 


F. D. Helm... 
C. M. Voyen 


J. R. Alexander 


Vale 


B. E. Stoutemyer 


Yaklma 


Yakima, Wash 


J. C. Gawler 


do . . 




Yuma, Ariz 


R. M. Priest 


H. R. Pasewalk 


E. M. Philebaum 


R. J. Coffey 











Large Corutructton Work 



Salt Lake Basin Echo 


Coalville, Utah F F. Smith 


C. F. Williams.. .. 


C. F. Williams 


J. R. Alexander 




Dam. 


Ellensburg Wash Walker R Young n 


E. R. Mills 




B. E. Stoutemyer 


Portland, Oreg. 






F. C. Lewis . 


F. C. Lewis 


E. E. Roddis 


Billings Mont 


Dam. 


Stony Gorge Damsite, H. J. Gault " 


C. B. Fnnt 




R. J. Coffey 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1926. 

' Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

' Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

4 Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1628. 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1928, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



7 Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

' Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

Operation of project assumed by Strawberry Water Users' Association on 
Dec. 1, 1926. 

" Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

11 Construction engineer. 



Important Investigations in Progress 



Project 


Office 


In charge of 


Cooperative agency 


Middle Rio Grande -- 


Denver, Colo 




Middle Rio Grande conservancy district. 


Heart Mountain investigations 


Powell, Wyo 


I. B. Hosig 






Salt Lake City, Utah 


E. O. Larson 


State of Utah. 


Tnirkoe River investigations 


Fallon. Nev... 


A. W. Walker. .. 





NEW 

RECLAMATION ERA 



VOL. 19 



AUGUST, 1928 



NO. 8 





THE TRANSFORMATION OF THE DESERT FROM SAGEBRUSH TO ALFALFA 




EFFICIENCY OF PERSONNEL 

T XfE are concerned with the efficiency of our personnel. 

V V We. can not hope to hace the desired degree of 
efficiency with inadequate compensation. The two are 
incompatible. In a going business concern the most 
important requisite to maintain efficiency is an adequately 
compensated personnel. That is a business asset. I am 
just as much in facor of adequate compensation as I am 
opposed to overcompensation. What we are seeding is 
justice to the employee and justice to the taxpayer. The 
right principle for fixing compensation has been established. 
Readjustments may be necessary from time to time to 
correct inequalities in the salary schedules, but these should 
not interrupt the present principle nor destroy the uni- 
formity assured by that principle. * * * Now that 
salaries hace been increased, it is the duty of all supervising 
officers to see that they are earned. Those persons 

on the pay roll who are not able to earn these high rates of 
salaries should be replaced by those who are more competent. 

From the address by President Coolidge at the 

Business Meeting of the Government 

Washington, D. C. 

June 1 1, 1 928 



NEW RECLAMATION ERA 



ROY O. WEST 
Secretary of the Interior 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 



ELWOOD MEAD 
Commissioner, Bureau of Reclamation 



Vol. 19 



August, 1928 



No. 8 



Interesting High Lights on the Federal Reclamation Projects 



/CONTRACT has been awarded to the 
^ General Construction Co., of Seattle, 
Wash., for the construction of the Owyhee 
Dam, Owyhee project, on the company's 
bid of $3,198,779. 



A T Stony Gorge Dam, Orland project 
^^ concrete placed to July 1 amounted 
to 42,125 cubic yards, or about 97.6 per 
cent of the concrete for the whole struc- 
ture. The 42-inch needle valves were 
being installed. The dam should be com- 
pleted in September, about two months 
ahead of contract time. 



T3LANS have been made by local organi- 
zations on the Milk River project to 
publish, at the earliest opportunity, a 
booklet advertising the project. 



HE farmers' cooperative elevator on 
the Milk River project held its annual 
meeting recently. About $90,000 net 
profit was realized during the past year, 
resulting in an additional return to mem- 
bers marketing through the organization 
of 15 cents per bushel for grain handled. 



p^DUCATIONAL progress on the New- 
lands project, Nevada, is indicated 
by the fact that 20 years ago only three 
teachers were employed in the Fallen 
schools. Now there are 19 teachers and 
an enrollment of 653 pupils. 



A CARLOAD of rice was shipped from 
^^ the Yuma project recently. This 
crop was grown on salty and alkaline land 
which is unsuitable for other crops. As 
rice requires a great deal of water it can 
be grown successfully while the land is 
undergoing leaching for salt and alkali, 
and some unit holders have adopted the 
policy of planting rice and realizing some 
returns from the land during the process. 

239228 



"C 1 M. HAMMOND, farmer and raiser 
* of blooded sheep on the Klamath 
project, has purchased the champion buck 
of the annual ram sale held at Davis, 
Calif., at a price of $421. 



E Southern Pacific Railroad Co. has 
announced that it would begin con- 
struction promptly of what is known 
locally as the Modoc Northern Railroad, 
extending from Klamath Falls, Oreg., in 
a southeasterly direction to Alturas, Calif., 
a distance of about 100 miles, and con- 
necting with the Southern Pacific near 
Fernley, Nev. 



A NNOUNCEMENT was made by 
* President Coolidge on July 21, 
1928, of the appointment of Hon. 
Roy O. West, of Illinois, as Secre- 
tary of the Interior to succeed Hon. 
Hubert Work, of Colorado. 



July 13, 1928, the Salt River project 
forwarded its check for $515,699.52, 
being the balance of the 1921 and 1922 
construction charges deferred under sec- 
tion 2 of the act of May 9, 1924, less 
$35,595.77 paid November 30, 1920, plus 
interest at 6 per cent from December 1, 
1926, to July 13, 1928, amounting td 
$45,593.81. 



IV/TORE than 20,000 cubic yards of 
concrete were placed in the Gibson 
Dam during the month, bringing the total 
to 65,400 cubic yards, with 95,000 remain- 
ing to be placed. 



F. GRAFF, of Seattle, Wash., has 
been awarded the contract on his 
bid of $231,947.10 for the construction of 
Easton diversion dam and part of the 
main canal, Kittitas division, Yakima 
project. 



the Yuma mesa 10 acres were 
planted to grapefruit during June, 
which will end the planting until next 
spring. This makes a total of 115 acres 
planted this year on unit B lands and 20 
acres on the University of Arizona experi- 
mental farm adjacent to unit B. The 
total area in this division now under culti- 
vation is 962 acres, with an additional 
42 acres of citrus fruit on the experimental 
farm. 

TUVENTY-FIVE additional public land 
farm units were opened to entry on 
the Willwood division of the Shoshone 
project, Wyoming, on July 16, 1928, ex- 
service men having a preference right of 
entry until October 18. 



12 cow-testing associations of the 
State of Idaho, including 351 cows, 
the highest average production of butter- 
fat per cow for the month of May was 
made by Haven Leigh, of the South Side 
Minidoka project. From five Hostein 
cows Mr. Leigh obtained an average of 
53.7 pounds of butterfat. For June, high 
individual records of the Mini-Cassia Cow 
Testing Association are H. T. Jacobs, of 
Delco, with a Holstein cow producing 82.5 
pounds, and Robert Guardell, of Rupert, 
with a Holstein producing 69 pounds of 
butterfat. 



E Farmers Trading Co. has been 
incorporated at Rupert, taking over 
the Farmers Bonded Warehouse Co. at 
Rupert and Burley. The company will 
specialize in potatoes, but will also handle 
other farm produce. 



'T'HE Derbon Construction Co., of 
Seattle, has received the contract 
for the construction of the diversion dam, 
earthwork, tunnels, and structures, Vale 
main canal, Vale project, Oregon, on a 
bid of $443,421. 

113 



114 



NEW RECLAMATION ERA 



August, 1928 



Land Settlement an Essential Part of Reclamation 

Report by George C. Kreutzcr, Director of Reclamation Economics, Bureau of Reclamation, and J. F. Jackson, General Agricultural 
Agent, Central of Georgia Railway, Members of the Land Settlement Committee of the Reclamation Section of the 

American Society of Agricultural Engineers 



T^IIK purpose of all reclamation is to 
make homes for worthy people under 
social and economic conditions where they 
will be prosperous and contented and re- 
pay the cost of the improvement. The 
solvency of reclamation enterprises de- 
pends on the land being promptly settled 
by good farmers under a program which 
will bring about early profitable culti- 
vation. 

Reclamation may be divided into three 
operations, as follows: 

1. Building or carrying out the actual 
reclamation work. 

2. Subdividing and converting the 
reclaimed land into productive farms. 

3. Colonizing the land, organizing the 
settlers into social and business groups, 
and working out aud establishing an agri- 
cultural program. 

The first operation can be carried out 
by any competent engineering force. 
The principles involved and methods used 
are well understood. The most difficult 
problem confronting reclamation is suc- 
cessful settlement of the project and the 
development of a sufficiently profitable 
agriculture to repay the cost of reclama- 
tion over a period of years. There can 
be no successful reclamation without 
farmers; the character of the farmer and 
his family and their happiness and con- 
tentment and their success finally deter- 
mine the success of reclamation. 

It takes time and money to create 
profitable farms on reclaimed land. Esti- 
mates made on several new Federal recla- 
mation projects by investigators largely 
drawn from western agricultural colleges 
show that the cost of developing arid 
equipping an 80-acre farm, exclusive of the 
cost of reclamation, varies from $5,000 to 
$10,000. Investigation of reclamation in 
the South shows that the cost of improv- 
ing and equipping 100 to 120 acres varies 
in seven States from $4,500 to $7,500. 
This cost was about double the cost of 
drainage, clearing, and providing roads to 
each farm. 

Few settlers have this amount of capital 
or credit to complete the development of 
their farms. Those who have the capital 
have shown a preference to buy improved 
farms. They thus avoid pioneering and 
are assured of an immediate income. 
Settlers with small capital can not finance 
the necessary building and land improve- 
ments or equip their farms with modern 
tools and machinery or acquire good live- 
stock. The result is delayed development 



and small farm incomes. This causes a 
default in the payments of reclamation 
charges. If only settlers who have enough 
capital to provide these necessities are 
taken, settlement would be slow, because 
the number from which they can be drawn 
is restricted. Experience has repeatedly 
shown that all new farm-development en- 
terprises must rely on settlers who have 
small means. Of those who applied for 
farms from the Bureau of Reclamation in 
1927 less than 10 per cent had $5,000 or 
more; most of them had capital ranging 
from $1,000 to $3,000. The applications 
submitted showed they were largely ex- 
perienced farmers of worthy purposes, yet 
only a few really had enough money to 
begin the development of an irrigated farm 
with assurances of success. There are no 
existing agencies which will make ad- 
vances to settlers to bridge the gap be- 
tween the time the settlers' small capital 
is expended and complete and profitable 
farm development is established. He can 
not secure a real-estate loan because he is 
buying his farm on time. The title is 
held by the owner. Chattel loans in 
small amounts may be secured from banks 
for periods of 90 days and at the going 
rate of interest. This rate is usually 
ruinously high, because reclamation is gen- 
erally carried out in remote parts of the 
country where money is scarce. 

Investigations have been unable to dis- 
cover community or State agencies which 
will undertake the partial development of 
farms or to provide funds which may be 
advanced so the settler can complete the 
development himself. One of the reasons 
for this is that the reclamation cost is a 
prior lien; another and perhaps the main 
rfeason is that the necessity of providing 
some improvements on the reclaimed 
farm before sale and the providing of 
funds for advances is not yet fully under- 
stood. It is essential that such liens be in 
the nature of a first mortage or on a 
parity with the lien for reclamation. 

The agency which carries out and 
finances reclamation work should par- 
tially improve farms or make loans to 
assist settlers to complete the improve- 
ment of farms. The loans should extend 
over a long term and bear a low rate of 
interest. The loans should be carefully 
supervised so that the amounts advanced 
go into the improvements required. In 
some countries which have made this a 
part of their reclamation policy, loans are 
advanced from 60 per cent to 80 per cent 



of the value of the permanent improve- 
ments and made repayable in 20 to 75 
years. 

Reclamation liens on unimproved and 
uncultivated land have been found 
worthless. They are only worth 100 cents 
on the dollar when the land is settled and 
a profitable agriculture is created. When 
reclamation is carried out by any agency 
a fund should be created along with the 
amount required to construct the recla- 
mation works to be used for improving 
farms and financing settlers. This would 
create real farm opportunities, assure 
rapid settlement and farm development, 
and make project income sufficient to pay 
the joint obligation of reclamation. 
Investment bankers and promoters on 
private enterprises should provide this 
fund out of the money raised by bond 
issue and repay the amounts used for 
advances as they are returned from 
settlers' contracts. The discrepancy be- 
tween settlers' capital and the amount 
required to make farms profitable shows 
that the advances or preparatory work or 
both should vary from a few hundred 
dollars to about $4,000 per farm with an 
average of $2,500 to $3,000. 

If loans are granted, the loaning agency 
should either own the land or be given a 
first mortgage over the land and improve- 
ments. Owning the land is the more 
desirable, because the same agency that 
builds the works and makes advances 
should colonize the land and make and 
administer the contracts with settlers. 
This plan permits the working out of a 
more efficient subdivision by making 
farm boundaries fit in with topographic 
features such as depressions and ridges 
and with soil types. In making such sub- 
divisions of irrigated land it saves in the 
cost of laterals, drains, turnouts, flumes, 
and bridges. It adds to the convenience 
of irrigation and saves in the use of water. 
Under drainage developments it saves 
bridges and permits roads to be located 
along the ridges. 

The land should be sold on long-term 
amortized payments with a low rate of 
interest with the privilege of the settlers 
paying off a portion or all of the balance 
owing at any time. One authority who 
owns or controls the land, subdivides and 
settles it, makes advances to settlers, and 
carries out the reclamation work can do 
these things better and cheaper than if 
several organizations must carry out only 
(Continued on page 115) 



August, 1928 



NEW RECLAMATION ERA 



115 



From Flying to Handling Those That Fly on the Shoshone Project 



HERMAN F. KRUEGER, one of the 
settlers on land in the Deaver irriga- 
tion district of the Shoshone project, 
Wyoming, returned from service in the 
American Air Service in Italy unable to fly 
longer because of lung trouble, and chose 
as a location a unit near Deaver, Wyo., 
in 1920, principally because of climatic 
conditions. 

It was not long before his interest 
turned to flying again, for he entered the 
bee business and has built up an apiary 
of nearly 400 colonies at the present time. 
He made a statement to me a few days 
ago that his honey production should now 
be upwards of 40,000 pounds a year, all 
graded white and extra white. 

DRIVES THE SCHOOL BUS 

Mr. Krueger's bees are handled in a 
home yard and five outyards where he 
rents ground for them, scattered over a 
radius of 15 miles. All supers are stored 
at the home place and all extracting is 
done at the plant of John Hendricks, near 
Powell, Wyo. The home storage build- 
ing enables him to load the empty supers 
at home and go to any yard or yards, 
placing them as they are needed. During 
the school months he finds time to drive 
a school bus to Garland, Wyo., which is 
located near the center of his triangle of 
yards, and then proceeds to the extracting 
plant or yards, thus getting an income on 
his way to work. After the bees are 
packed for the winter and all the honey 
extracted, the middle of each day is taken 
up with the assembling of new hives or 
supers. In the evenings he runs the bus 



By L. H. Mitchell, Superintendent 

line again, thus getting paid for returning 
home. Such a combination of work has 
enabled him to enter the business much 
more rapidly, for all of his profits from 
bees could be reinvested in the business, 
the bus paying his living expenses. 



Value of Livestock and 
Equipment 

The total value of livestock and farm- 
ing equipment at the beginning of 1928 
on the Federal irrigation projects 
under the Bureau of Reclamation 
amounted to more than $36,800,000. 

A recent tabulation shows that on 
January 1, 1928, there were on the 
Federal irrigation projects 77,848 
horses, valued at $4,027,610; 10,015 
mules, valued at $854,971; 61,823 beef 
cattle, valued at $3,154,176; 118,944 
dairy cattle, valued at $8,789,600; 
307,398 sheep, valued at $2,864,960; 
112,936 hogs, valued at $1,111,982; 
2,068,812 chickens, turkeys, ducks, 
and geese, valued at $2,392,593; 
41,118 hives of bees, valued at 
\ $270,325; and 1,352 rabbits, valued 
\ at $2,231. Including the value of 
purebred and scrub sires of beef and 
dairy cattle and the value of brood 
sows, the total livestock value amounted 
1 to $24,011 218; and that of farm equip- 
ment to $12,821,252. This was an 
increase in the value of livestock and 
equipment of more than $4,000,000 
over that of the preceding year. 



Land Settlement Essential to Reclamation 



(Continued 

certain parts of the program. Under this 
plan there is no divided authority or 
duplication of effort. 

Successful manufacturing enterprises 
require skillful management which under- 
stands buying raw materials, low cost 
production methods, and selling the fin- 
ished product at a profit. Successful farm 
management is based on the same prin- 
ciples. The farm operator must have 
experience, industry, and thrift. He 
must have some knowledge of the science 
of soils. He must know when and how 
to plant, fertilize, cultivate, and harvest. 
He must know something of the care of 
animals and the control of pests. He 
must know what to produce before he 
can sell to advantage. This requires that 
settlers be selected. There is too much 
competition in farming for the inexperi- 



from page 114) 

enced or underfinanced to succeed. New 
settlers should know the fundamentals of 
farming and be industrious and thrifty. 
Settlers with some capital and experience 
do much better than those who know 
little of the industry or who have little 
capital of their own to invest. Every 
reclamation enterprise should select its 
settlers on the basis of capital, experience, 
industry, and character. 

Along with this community organiza- 
tion is required. This applies to com- 
munity buying and selling and the work- 
ing out of a community program of agri- 
culture. By these means high quality 
standard products can be produced in 
large quantity for market. These are all 
essential parts of reclamation and should 
be included in any well-planned reclama- 
tion program. 



PLENTY OF WORK 

To give an idea of the work involved, 
let us remember that each hive is made 
up of more than 50 pieces of wood, many 
of which must be run over the power saw 
a number of times to cut all grooves, 
mortices, etc. A conservative estimate 
of the pieces sawed and assembled for 
hives and supers is 100,000 and the 
operations in sawing and assembling 
would approximate a million. All this 
has been done- without hired help, so 
naturally everything has been figured to 
eliminate labor. 

In addition to this, Mr. Krueger has 
found time to place 70 acres of his unit 
in cultivation, to build a house on it with 
bath, running water, and sewerage, and 
to construct all the necessary outbuildings 
for running a farm. Does not this seem 
enough to have kept one person busy? 
And yet he has found time to be interested 
in community affairs and has served on 
the water users' board and board of com- 
missioners of the irrigation district for the 
past five years. 

When I asked him what he thought of 
the Deaver district as a place to settle, he 
said, "One can find all the work he wants 
here, and a healthy place to live. That 's 
what any one who settles on a Reclama- 
tion project should be looking for. It's 
what it takes to make a home." 

MRS. KRUEGER HELPS 

He considers himself rather small fry 
in the bee business. Says he gets stung 
so many times in business that there has 
just got to be something sweet about it, 
hence the honey. He gives his father 
and mother much credit for helping de- 
velop the ranch and says his wife rates as 
a first-class bee woman, for she goes with 
him many times to the yards, taking an 
active part in the handling of the bees 
and aiding in the lighter parts of fixture 
assembling. 

Such a business has developed on the 
project from a start of nothing in a period 
of seven years and without great indebted- 
ness, for enough honey is in storage to 
pay all obligations and leave a nice op- 
erating balance for next summer. 

If you were to ask Mr. Krueger what 
he thought of the opportunities in this 
locality, he would tell you that he had 
nothing for sale, but if he knevr where 
the opportunities were better he would 
have everything for sale. 

NOTE. Since writing the above article we learn that 
Mr. Krueger has taken a junior partner into his firm, 
and best wishes are extended (or the success of Herman 
F. Krueger & Son, beekeepers. 



116 



NEW RECLAMATION ERA 



August, 192 



Minidoka Gravity Extension Unit Approved by President Coolidge 

The Secretary of the Interior concludes that the project is feasible from an engineering and economic standpoint, based on searching 
investigation, of water supply, engineering features, cost of construction, land prices, and probable cost of development 



PRESIDENT Coolidge on July 3, 1928, 
approved the construction of the 
gravity extension unit of the Minidoka 
project, Idaho, as submitted to him in 
the following letter from the Secretary of 
the Interior: 
THE DEPARTMENT OF THE INTERIOR, 

Washington, D. C., July 2, 1928. 
The PRESIDENT, 

The White House. 

MY DEAR MR. PRESIDENT: The time 
has arrived for final consideration of the 
construction of the gravity extension canal 
of the Minidoka project. 

The following preparatory steps have 
been taken: 

1. An act of Congress of January 12, 
1927 (44 Stat. 934, 958), appropriated 
$400,000 for the investigation and con- 
struction of the gravity extension unit of 
the Minidoka reclamation project, in 
Idaho. An act of March 7, 1928, Public 
No. 100, appropriated $1,075,000 for con- 
tinuation of construction of this project. 

2. The economic investigation and en- 
gineering plans provided for in the above 
appropriation have been completed. 

3. Money to pay for increasing the 
capacity of the f^rst 3J^ miles of the main 
canal has been provided by the parties 
interested in this increase. 

4. Bids for the first section of the canal 
have been received. The one recom- 
mended for approval is below the engineer- 
ing estimate. 



5. An irrigation district has been cre- 
ated which embraces all of the privately 
owned lands now irrigated, the partly 
developed land not irrigated, and the pub- 
lic land susceptible of irrigation. This 
district has entered into a contract with 
the Government to repay the entire cost 
of this development in accordance with 
the terms of the reclamation act within 
40 years. 

Before contracts for the construction 
of this development can be let, it is neces- 
sary that a finding, required by subsec- 
tion B, section 4, of the act of December 
5, 1924, as follows, be made by the Secre- 
tary of the Interior, and that construc- 
tion be approved by the President as 
required by the act of June 25, 1910: 

That no new project or new division of 
a project shall be approved for construc- 
tion or estimates submitted therefor by 
the Secretary until information in detail 
shall be secured by him concerning the 
water supply, the engineering features, 
the cost of construction, land prices, and 
the probable cost of development, and he 
shall have made a finding in writing that 
it is feasible, that it is adaptable for actual 
settlement and farm homes, and that it 
will probably return the cost thereof to 
the United States. 

The engineering and economic investi- 
gations necessary to the preparation of a 
report under subsection B disclosed the 
following facts. They seem to justify 
the immediate beginning of this develop- 
ment. 




An irrigated wheat field on the Shoshone project, Wyoming 



1. It will create a market for 400,000 
acre-feet of water out of the now unsold 
capacity in American Falls reservoir, and 
will secure for the Government an obli- 
gation for the repayment of $2,000,000 of 
the construction cost of this storage. 
Without some such development this un- 
used capacity of the reservoir will bring 
no return on the construction cost."** 

2. It will give an ample and an assured 
water supply to 80,000 acres of land 
which now have an uncertain and inade- 
quate water supply. Doing this} will 
create a stable and prosperous agricul- 
tural community, where now the settlers 
are menaced by impending failure and 
have suffered serious financial loss. A 
full water supply will be provided for 
16,000 acres of land, scattered through the 
settled and cultivated area, now provided 
with supply canals and lateral ditches, 
with the land partly leveled. The exist- 
ence of roads, schools, and social advan- 
tages will make this land especially at- 
tractive to settlers, and it is believed it 
will be settled and irrigated as soon as 
water is available. 

3. The canal will command and be able 
to supply irrigation water by gravity for 
20,000 acres of fertile public land. It 
will be built large enough to supply water 
to this land. While there may be no im- 
mediate return from this expenditure, the 
cost will be less than half the cost of the 
storage which is now idle and which this 
development will bring into use. 

ENGINEERING FEATURES 

It is proposed to construct a main 
canal diverting water from Snake River 
at Milner Dam, 25 miles east of Twin 
Falls, Idaho, and running northwesterly 
for a distance of 70 miles to an intersec- 
tion with a constructed canal now serving 
lands in the vicinity of Gooding, Idaho. 
The latter canal is part of a system con- 
structed under the Carey Act 20 years ago 
for the irrigation by gravity of some 
80,000 acres of land with water from Big 
Wood and Little Wood Rivers, and for 
which the present water supply has been 
found uncertain and inadequate. The 
proposed canal will permit the waters 
from Big and Little Wood Rivers now 
being used below its level to be devoted 
exclusively to the irrigation of 36,000 
acres of higher lands, and will so augment 
the water supply for these higher lands as 
to permit profitable cultivation. In ad- 
dition to this indirect irrigation the pro- 
posed Government canal would be large 
enough to irrigate directly 80,000 acres of 



August, 1928 



NEW RECLAMATION ERA 



117 



land, of which 60,000 acres are now in a 
position to be reclaimed and cultivated 
and 20,000 acres of public land, herein- 
before referred to. The expenditure of 
$800,000 for laterals for this public land 
will not be made until settlement is 
assured. 

No diversion dam will be required as the 
Milner Dam, belonging to the Twin Falls 
South Side and Twin Falls North Side 
Canal Cos., elevates the water to the re- 
quired level. Under arrangements now 
made this elevation is provided without 
cost to the Government. 

The first 3H miles of the canal will have 
a capacity of 2,750 second-feet. Of this, 
1,000 second-feet will be used by the 
North Side Twin Falls Canal Co., which 
has a canal immediately adjacent of inad- 
equate capacity. This section of the 
main canal will be in a deep cut and 
largely rock. Much of the remaining 64 
miles of canal is in rocky country with 
capacities decreasing from 1,600 second- 
feet to 400 second-feet. The last 3 miles 
of the canal pass through a basaltic region 
devoid of soil where a concrete flume 11 
feet wide and 7 feet high will be required. 

WATER SUPPLY AND DRAINAGE 

The water supply will be obtained from 
Snake River, the natural flow of which in 
the irrigation season will be fully used, in 
low years, by rights initiated in advance 
of this project. The project lands will 
therefore have to depend on water stored 
in the American Falls Reservoir. Four 
hundred thousand acre-feet, or 5 acre- 
feet of water for each acre of land, have 
been set aside for this purpose. The 
storable winter flow, together with flood 
waters storable in most years and in part 
carried over from year to year, will cause 
the reservoir to fill, except in the very 
dry years. Irrigation shortages will be 
infrequent and of minor extent. 

Only minor drainage works are likely 
to be required. 

Construction cost 

Main canal $3, 800, 000 

Miscellaneous minor features 400, 000 



Total 4,200,000 

To this will have to be added at a later 
date $800,000 for the construction of 
laterals to irrigate the public land which 
can be supplied by gravity from this 
canal. Storage in American Falls Reser- 
voir at a cost of $2,000,000 has already 
been provided. 

CROPS 

On the partially irrigated lands to be 
included in the project and on other lands 
in this locality, the prevailing crops are 
alfalfa, sugar beets, corn and grain, with 



an estimated average annual crop pro- 
duction under present conditions of $35 
per acre. All of the lands lie within rea- 
sonable distances of the main and branch 
lines of the Union Pacific Railway sys- 
tem. Over 400,000 acres of irrigated 
land are now successfully cultivated in the 
immediate vicinity. 

LAND PRICES 

Under the reclamation laws no more 
than 160 acres of patented land in single 
ownership can receive a Government 
water supply, such excess areas in private 
ownership being denominated "excess 
lands." The excess lands of this project 
have been appraised by a competent 
board. The contract with the district 
and contracts with owners of excess lands 
require that excess lands be disposed of at 
or below the appraised valuations. Set- 
tlers who are allotted public land will be 
required to have some capital and farm- 
ing experience. Application of these prin- 
ciples to this project will tend to eliminate 
some of the obstacles to farm develop- 
ment of the past. 

The lands now under irrigation are 
fairly well improved and are growing 
alfalfa, clover, small grains, tame irri- 
gated pastures, and potatoes. High- 
priced crops are not extensively grown 
because of a lack of late water. Carey 
Act construction charges on these lands 
are fully paid. Operation and main- 
tenance charges are 95 per cent paid. 
This area is well served by towns, rail- 
roads, roads, schools, and churches. 
Considering the hardships which these 
people have encountered because of a 
lack of water, their morale and social 
conditions are excellent. 



About 16,000 acres of new lands are 
interspersed with the improved and culti- 
vated lands of this district. Lateral 
ditches to irrigate this land are built, 
and some of it was prepared for irrigation 
when it was, through court action, ex- 
cluded from the district because of an 
inadequate water supply. With this 
water supply provided, the location of 
these lands in a settled community, with 
part of the improvements made, gives 
confidence that they will be settled and 
irrigated within a reasonable time after 
water is supplied, and that the irrigation 
charges will be paid within the time 
limits fixed by the reclamation laws. 

The 20,000 acres of public land to be 
irrigated from this canal are fertile, but 
are unimproved and only about half the 
area has topography permitting group 
settlement and community development. 
The other half, about 10,000 acres, has 
an uneven surface with float rock and lava 
outcrops. Many farm units will be iso- 
lated, making road building and lateral 
construction costly. These units should 
have from 120 to 160 acres of irrigable 
land and should be used for sheep and 
cattle raising or dairying. They will 
require farmers having local experience. 
To insure the settlement and develop- 
ment of this public land and the payment 
of construction charges, roads should be 
built in advance of settlement and a part 
of the area in the section having isolated 
farms should be prepared in advance for 
irrigation. There is no provision in law 
at present for doing these things, nor any 
responsible guaranty that they will be 
done from local sources. The plans for 
this canal do not therefore contemplate 
the construction of laterals for this area 




An Irrigated potato field, Sboshone project, Wyoming 



118 



NEW RECLAMATION ERA 



August, 1928 



until settlement is assured. The main 
canal would be built of ample size to 
provide water, but the expenditure of 
$800,000 for laterals will be withheld 
until there is satisfactory assurance of a 
demand for the laud. 

ADAPTABILITY OF LAND TO SETTLE- 
MENT AND FARM HOMES 

The land embraced in the project is 
of good fertility. Good yields of all 
crops grown in this locality are assured. 
With care in the selection of settlers, 
with farms suitably improved and 
equipped, suceess in farming may be 
anticipated. 

PAYMENT OF CHARGES 

As before stated, all lands to be bene- 
fited by this construction have been 
organized into the American Falls reser- 
voir district No. 2 and a satisfactory 
contract has been prepared and voted 
by the owners of the private land, con- 
firmed by court. It guarantees the 
repayment of a maximum of $7,500,000. 
The benefits of this development have 
been apportioned to the different classes 
of land and duly confirmed by court 
with the new lands assessed to pay $94 
an acre, and the old lands to be provided 
with a partial water supply at $51.70 an 
acre, this representing the cost of lands 
in the Carey Act both above and below 
the proposed canal. 

Under the contract the district is 
obligated to repay construction costs 
on new lands within a period of 40 years 



and for the lands having a partial water 
supply within a period of 20 years. 
This would make the average annual 
payments on construction costs for new 
lands $12.35 per acre per year and on the 
lands now irrigated and having a partial 
supply $2.60 per acre per year. These 
costs, together with costs for operation 
and maintenance of the project system 
and other district costs, will make an 
annual water charge of around $4.50 
per acre. This is higher than prevailing 
charges on projects of similar productive- 
ness after readjustment of repayment 
contracts under the act of May 25, 1926. 
In view, however, of precautions being 
taken to curb land speculation, to obtain 
qualified settlers, and to create conditions 
which will hasten and cheapen the 
improvement of farms, it is believed the 
charges can be met. 

It will be seen that this schedule pro- 
vides for the return of the cost, not only 
of the new work to be done but also of 
storage in American Falls Reservoir 

/CONTRACT has been awarded for the 

construction of an addition, costing 
approximately $27,000, to the Worden 
Higli School Building on the Huntley 
project. 



progress is being made in inter- 
esting settlers from points in Colo- 
rado to look over the Lower Yellowstone 
project. Two farms have already been 
sold as a result of the work, and several 
other deals are pending. 



which has been provided by the Govern- 
ment at an expense of $2,000,000, and 
upon which the United States is now 
receiving no return and will receive no 
return until an irrigation system is 
constructed for the utilization of the 
stored water. The returns from the 
20,000 acres of new land may be some- 
what delayed, awaiting settlement, as 
the repayment does not begin until 
after the land is entered. As an offset 
to this, the laterals for the new land, 
estimated to cost around $800,000, will 
not be constructed until prompt settle- 
ment and profitable cultivation are 
assured. 

FINDING REGARDING FEASIBILITY OF 
PROJECT 

It is believed that this development 
will mean a gain in income to the reclama- 
tion fund, and that the project is feasible 
from an engineering and economic stand- 
point, and I accordingly so find and 
declare. 

In view of the urgent need of an 
increased water supply for an area of 
80,000 acres, and the suitability of the 
16,000 acres of new lands for immediate 
successful settlement, I recommend the 
approval of the gravity extension unit 
of the Minidoka project, and the issuance 
of authority to proceed with its con- 
struction. 

Very truly yours, 

HUBERT WORK. 

Approved, July 3, 1928. 

CALVIN COOLIDGE, 

President. 










A truck garden on the Shoshonc project, Wyoming 



August, 1928 



NEW RECLAMATION ERA 



119 



Cooperative Community Poultry Plant, Salt Lal^e Basin Project 



By C. F. Williams, Chief Clerk. Echo Dam, Coaloille, Utah 



E following article, written by C. F. 
Williams, chief clerk, Echo Dam, 
Salt Lake Basin project, Utah, appeared 
in a recent issue of the Salt Lake Tribune 
and was reprinted in the Summit County 
Bee, of Coalville: 

Closing up the first year's business with 
a net profit of $550 the Coalville Poultry 
Products Co. starts the coming year with 
the construction of an additional 100- 
foot unit of coop and the securing of 
4,500 White Leghorn baby chicks, plan- 
ning on moving their flock into winter 
laying quarters in the fall with approxi- 
mately 3,000 laying hens and pullets. 

The local company, pronounced by 
William Warner, former poultry expert of 
the Utah Agricultural College, as having 
one of the most up-to-date poultry plants 
in the intermountain region, is also de- 
clared to be the only strictly community 
cooperative organization of its kind in 
the State, the outstanding stock being 
held by 40 stockholders. 

The company, which was organized in 
March, 1927, is the result of a carefully 
considered and much debated problem as 
to what should be done in this locality to 
replace the economic value of the land 
that would be lost to agriculture with the 
construction of Echo Reservoir by the 
Bureau of Reclamation and the conse- 
quent submergence of about 1,900 acres 
of choice farm land. The matter was 
presented to the local chamber of com- 
merce, and that body, after making a 
survey of the situation in company with 
various experts from the agricultural col- 
lege and leading agriculturists of the 
State, decided that the poultry industry 
offered the best opportunity for intensive 
work in this respect. 

Inspection trips were made to the dif- 
ferent poultry centers of the State and 
after the matter was debated from all 
angles it was thought that a plant situ- 
ated near Coalville and accessible to all 
who desired to visit it should be erected. 

From the beginning it was the idea 
that the plant should be a cooperative 
community proposition, and with this in 
mind the company was organized with 
a capital stock issue of $10,000, par value 
$50 a share, with a 10-share limit to any 
individual. The community phase of 
the organization is best shown by the 
officers chosen. R. T. Carruth, cashier 
of the First National Bank, was elected 
president; Lawrence Wright, proprietor 
of the Twin Pine Dairy, vice president; 
W. M. Boyden of John Boyden & Son, 
druggists, secretary -treasurer; P. H. Nee- 
ley, attorney and abstractor, and David 



Sharp, jr., county agricultural agent, 
directors. These officers served for the 
first year and the recent election of 
officers substituted Mr. Wright as presi- 
dent, Mr. Neeley as vice president, and 
the election of Dr. F. J. Rees to the 
board of directors. 

As a result of the stock-selling cam- 
paign, a total of S6,300 was subscribed 
and, with this as a basis, 13 acres of 
land were purchased on the north edge 
of Coalville on the Lincoln Highway, and 
construction work on the plant was 
started. The initial construction con- 
sisted of two units of coop, one 190 feet 
and one 90 feet in length. Upon the 
completion of the coops 4,500 day-old 
White Leghorn chicks were purchased 
and moved into the plant. 



Project Water Supply 

The month of June was generally 
cool and accompanied by excessive pre- 
cipitation on most of the projects, the 
exceptions being the Rio Grande, 
Strawberry Valley, Klamath, Boise, 
and Orland projects. 

On the North Platte project, the pre- 
cipitation for June was the highest that 
has been recorded. The excessive rains 
and cool weather, although generally 
unfavorable for best crop growth, mate- 
rially improved conditions on the 
Okanogan project and so augmented 
the water supply of this project that the 
moderate shortage of water anticipated 
will not materially affect crop produc- 
tion. All other projects will receive 
an adequate water supply. 



From this start the company secured a 
total of 2,300 laying pullets when the 
flock was moved into winter quarters, 
and since November has been gathering 
in the neighborhood of 1,300 eggs daily, 
the profit for the year's operations being 
largely represented by the returns from 
the four months' active laying period 
since that time. Some revenue has been 
derived from the sale of culls from the 
flock and the disposal of the male birds. 
'Careful records of production are kept 
and close culling is practiced and, at the 
present time, the eggs produced are grad- 
ing from 40 to 50 per cent of New York 
extras, which means an additional 4 to 5 
cents per dozen in the price. 

As a result of the success of the first 
year's operations, it has been decided to 
enlarge the plant for the coming year, and 



to increase the capacity to care for 3,000 
chickens. 

Plans for the construction of an addi- 
tional 100-foot unit of coop to join the 
present 90-foot unit were adopted, and 
after considering various means of con- 
struction, the community spirit of the 
enterprise seemed best suited by the plan 
of having the construction work performed 
by the students of the North Summit 
High School as a project under their 
manual-training work. This plan was 
accordingly adopted and the boys, under 
the direction of Prof. Arthur Bond, have 
been engaged for the past month on this 
work. The company, in return for the 
work of the students, contemplates the 
installation of some machinery in the shop 
department of the high school. 

The work of construction on the new 
unit is now completed and with the arrival 
of 4,500 day-old chicks recently, the addi- 
tional quarters are in active use. 

The time of one man is devoted en- 
tirely to the care of the plant and chick- 
ens, and his services are a charge against 
the operations. The officers' and direc- 
tors' work is all gratis. The books at the 
close of the first year's operations showed 
assets of $12,420.35, with liabilities rep- 
resented by the outstanding capital stock, 
and a note indebtedness of $2,500. Al- 
though the profit for the first year is 
small, considering the short period when 
egg production was in progress, the re- 
sults are held to be extremely gratifying 
and point the way to a very successful 
operation in the future. 

The local plant has been the incentive 
for a greatly stimulated interest in the 
poultry industry throughout the entire 
length of the Weber Valley, and visitors 
from this and other parts of the inter- 
mountain region are numerous. The 
local plant, although not so large as 
many others, has been compared as rank- 
ing favorably in all respects with any of 
its kind, and has been the subject of much 
favorable comment from all poultry ex- 
perts who have visited it. 

With the added interest now mani- 
fested, and the anticipated increase in 
poultry raising, the local company plans 
on working to secure the necessary num- 
ber of chickens in this valley, looking to 
the establishment of a grading plant here. 



A FACTORY is under construction in 
"^^ Sidney, Lower Yellowstone project, 
to specialize in building farm wagon and 
truck bodies, particularly those adapted 
to handling sugar beets. 



120 



NEW RECLAMATION ERA 



August, 1928 



Why and How Reclamation and Settlement in Switzerland are Sub- 
sidized by the Government 



TN Switzerland reclamation is considered 
as a matter of public interest and is 
therefore subsidized by the Government. 
This has followed after many vain efforts 
to solve the reclamation problem without 
public aid. 

Switzerland, like many other European 
countries, imports every year large quan- 
tities of agricultural products, a part of 
which could be produced at home. There- 
fore it has endeavored to make farming 
more effective by the use of mechanical 
equipment and the creation of new farm 
lands by reclamation. It was believed 
possible to build up agricultural engineer- 
ing on a private basis without Govern- 
ment aid, but this failed. Only very small 
enterprises were undertaken. Some farm- 
ers opened a few ditches for drainage or 
laid some tile lines for that purpose. 
Larger works were projected, but it was 
not possible to carry them out because 
they could not be financed on a sound 
basis. In reclamation it is necessary that 
money be obtained for a long period at a 
low rate of interest. Farmers can not pay 
a high interest rate and repay the loan in a 
short period of time and at the same time 
make a living from their farms. Recla- 
mation is economical, but in comparison 
with industry only relatively small profits 
can be withdrawn in the first years. 



By Dr. H. SchilJknccht. Switzerland 

Therefore, speculation with reclamation, 
as is done in industry, is not possible. 

In Switzerland private money would 
have been available, but on terms that 
would have meant failure for the farmer. 
Because reclamation was desired many 
people asked the Government to take 
care of this problem. At the same time 
very unfavorable changes took place in 
Swiss agriculture. Farmers left their 
farms in large numbers and drifted into 
industry, resulting in a gradual depopula- 
tion mainly of the mountain valleys of the 
Alps where farming conditions are very 
unfavorable. This increased the menace 
of unemployment in industry. The job- 
less masses in all European countries con- 
stitute a dangerous problem and efforts 
are being made to overcome this menace. 

FINANCIAL AID THE SOLUTION 

The Government in Switzerland there- 
fore looked for means to keep the farmers 
on the land. They gave subsidies, mainly 
by paying a large part of the cost of im- 
provements on farms and the reclamation 
of private land. 

By subsidizing reclamation another 
public interest was supported at the same 
time. Switzerland is geographically in 
such a position that it depends on other 
countries for the importation of agricul- 




Sugar beets on the Milk River project, Montana; potatoes in the background 



tural products. During the World War the 
wisdom of the reclamation policy of the 
Swiss Government was clearly seen since a 
considerable part of the food supply was 
grown on areas which had been reclaimed 
by Government aid. 

There is another reason why Govern- 
ment aid in reclamation is regarded as a 
just system in Switzerland. Reclamation 
work in many a large valley has been done 
not only for the improvement of the land 
agriculturally but to better hygienic con- 
ditions in overflowed areas which resulted 
in diseases among the inhabitants. In 
such a case it was believed to be unjust to 
require the owner of the swamp land to 
pay the whole cost for an improvement 
which is of public interest. Furthermore, 
the Swiss people think public money,' 
which improves the land and makes the 
country fertile and beautiful is well spent, 
irrespective of the economic benefits 
which may result. 

RECLAMATION OF PRIVATELY OWNED 
LAND 

As early as 1893 the Swiss Government 
passed a law for subsidy of reclamation 
on privately owned lands. By this act 
the Government and the Cantons (similar 
to the States in the United States) are 
subsidizing reclamation up to 80 per cent 
of the cost. Subsidies are given only 
after a careful investigation of the physi- 
cal and economic aspects of the different 
projects. The projects are established by 
official reclamation bureaus which have 
supervision during and after construction. 
The farmers are compelled to keep the 
works in good shape so that the public 
money is spent effectively. The support 
given is not limited to drainage and irri- 
gation. Land clearing and the con- 
struction of agricultural roads are sup- 
ported in the same way. In the Swiss 
Alps cableways for the transportation of 
dairy products, domestic water supplies, 
and fences are provided through Govern- 
ment subsidies. This policy has naturally 
increased agricultural engineering activ- 
ities to a marked extent. Large projects, 
which cost many millions of dollars, have 
been constructed. 

In 1908 Government subsidy was 
extended to the reparcelling of private 
land. In many parts of Switzerland the 
farmers have their land in many small 
widely separated plats. They live in 
villages away from their property, which 
makes farming hard and uneconomic. 



August, 1928 



NEW RECLAMATION ERA 



121 



The use of farm machinery is not easy 
and the farmers lose a great deal of time 
in going from one plat to another. This 
unfavorable condition is now being ad- 
justed by a complete change in the prop- 
erty holdings, so that a farmer having 
many plats exchanges them for one where 
he can farm with greater profit. At 
present large areas are being reparceled. 
This increases the farm income to a con- 
siderable extent, but it would never have 
been possible without Government aid. 

Among the first settlement efforts of the 
Swiss Government were those in the Alps. 
The average mountain farmer is poor 
and lives in a rather primitive dwelling. 
Dairy farming in the mountains is a very 
hard job. Because in most cases these 
mountain farmers were not able to build 
better houses for themselves, stables for 
the cattle, and houses for butter and cheese 
making, because they did not have suffi- 
cient money and could not obtain it on 
reasonable terms, the Government helped 
out by subsidizing the building of stables 
and paying a large amount of the cost. 
In this way a very useful work was done 
and the position of many a mountain 
farmer was so improved that he was able to 
farm with profit and consequently aban- 
doned any thought of leaving his place. 

MODEL SETTLEMENTS THROUGH 
GOVERNMENT AID 

Similar observations could be made 
with respect to large reclaimed areas in 
the lowlands of Switzerland. It is very 
often pointed out that reclamation work 
is successful only when the land is settled 
and farmed. If the reclaimed land is not 
put to agricultural use nobody benefits 
from the reclamation and the money spent 
is wasted. In Switzerland reclaimed 
areas have in many cases been too far 
away from the nearest village to be farmed 
profitably. The land was sometimes not 
used at all or farmed very extensively 
only. The price of reclaimed and unre- 
claimed land was only slightly different 
in the above-mentioned case in spite of 
the fact that large sums were spent to 
improve the land. Therefore, the Swiss 
Government realizes that settlement is as 
important as reclamation. To make the 
money spent effective the Government 
subsidized the creation of settlements in 
sparsely populated reclaimed areas. The 
aid is considerable, but less than for the 
reclamation of the land. A large number 
of such settlements have been built in 
Switzerland. They are designed as model 
farms and are furnished with all modern 
improvements. They help to improve 
the standard of farming because they 
serve as examples which other farmers of 
the community may follow. Only the 
erection of buildings is subsidized, not 
farm machinery. Without Government 



Cold-Storage Facilities in the 

Valley, Washington 



. ROLFE WHITNALL, of Yakima, 
Wash., has furnished the following 
statement concerning cold-storage facilities 
on the Yakima project and in the Yakima 
Valley: 

With the prospect of a large apple crop 
in the Northwest this season and a good- 
sized crop of pears and soft fruit, the pro- 
ducing districts will be in better shape than 
ever before to take care of their crops and 
market them in an orderly way. The 
Yakima Valley has consistently increased 
its cold-storage facilities for the past 10 
years. Even if the 1928 fruit crop should 
be a record breaker, the valley will have 
cold storage for half the entire apple crop 
and precooling capacity for a tremendous 
quantity of pears. The cold-storage 
capacity in the Yakima Valley has in- 
creased from 2,627 cars in 1919 to more 
than 9,000 cars this year. 

All plants being erected in the Yakima 
.Valley are notable not only for their large 



storage capacity, but for the completeness 
of their mechanical equipment and their 
ample provision for precooling of pears 
and other commodities. 

More attention than ever before is being 
given to the arrangement of cold-storage 
space with reference to the transportation 
of fruit within the plant, and the planning 
of the conveyor and elevator system is now 
regarded as a vital part of the architect's 
job. In a number of cases where the 
architect is unfamiliar with operating 
problems, blue prints of general layout 
have been furnished to appliance manu- 
facturers and their cooperation obtained 
in completing the plan even to the locating 
of all openings. This is done on the prin- 
ciple that the transportation of the fruit 
through the plant is an important factor 
in operating costs and efficiency, and the 
proper location of openings depends 
largely upon the routing of the transpor- 
tation system. 



aid these settlements would not have suc- 
ceeded, because, as a rule, the farmers 
have only a limited amount of money and 
there is little opportunity to obtain private 
money at a low rate of interest for a long 
term of years. 

The results of Government aid in recla- 
mation and settlement in Switzerland are 
so successful that there will be no funda- 



mental change in the future policy. By 
these subsidies it has been possible to 
reclaim large areas and to secure their 
settlement in such a way that the farmers 
have an income and do not go bankrupt. If 
this problem had been left to private initi- 
ative probably little would have been done 
and where attempted would have created 
unbearable conditions for the farmers. 




Irrigated cantaloupes 



122 



NEW RECLAMATION ERA 



AllRllst, 1928. 



Turkey Antitheft Association on the. Minidoka Project, Idaho 

By E. B. Darlington, Superintendent 




Branded turkeys in the Antitheft Association, Miniloka project, Idaho 



CERIOUS losses by theft to turkey flocks 
in southern Idaho have been experi- 
enced during recent months, and efforts 
by the growers to protect their poultry 
have culminated in the organization of 
antitheft associations. By an act of the 
Idaho Legislature in 1927 stealing poultry 
was made a felony, punishable by a maxi- 
mum sentence of 10 years in jail or a 
heavy fine, but it has been found difficult 
by individuals to secure convictions for 
turkey stealing, largely because of a lack 
of means of identifying the birds taken. 

On April 18, 1928, a number of Mini- 
doka project turkey growers met at Bur- 
ley and formed the Cassia County Turkey 
Antitheft Association for the joint pro- 
tection of the members from losses by 
stealing. The methods to be used in 
combating poultry theft include the adop- 
tion of certain specified brands to be used 
by each individual member of the asso- 
ciation; the offering of rewards if neces- 
sary for information leading to the arrest 
of any person stealing poultry from a 
member of the association; cooperation 
individually and as a body with the regu- 
larly constituted law-enforcement officers; 
and a requirement upon all members sell- 
ing poultry not for immediate slaughter 
to give the buyer a bill of sale and to 
notify the secretary of the association as 
to the number and kind sold. 

Brands, consisting of some combination 
of three letters, have been assigned to 
more than 90 members. These letters 
are tattooed under the left wing of each 
bird, where they can not be obliterated, 
and a record of each individual brand is 
kept by the sheriff, the county agricul- 
tural agent, and the board of directors of 
the association. 



For administrative purposes the county 
has been divided into five districts, each 
of which is entitled to one director on the 
association board. The first district, 
made up of the communities of Burley, 
View, Claremont, Unity, Pella, Spring- 
dale and Starrhs Ferry, is represented by 
W. O. Thompson, of Burley; second dis- 
trict, including Albion, Declo, and Jack- 
son communities, by Frank G. Butler, 
Albion; third district, all territory along 
Raft River and the communities of Malta, 



Cherry Crop 
Breads All Records 



A recent issue of the Yakima Daily 
Republic states that cherries continued 
to roll into the markets from all over the 
Yakima Valley and were proving the 
early predictions that the valley would 
harvest a record Crop this year. Com- 
parative figures of the cherries moved 
from the valley in the past nine years 
indicate that the 1928 crop was the largest 
ever recorded. 

In 1919 there were 75 cars shipped from 
the.valley valued at $150,000. This had 
increased in 1923 to 240 cars valued at 
$544,320. The 1928 crop surpassed that 
of any of the preceding years with an 
estimated shipment of more than 300 
cars. None of the growers, buyers, and 
shipping officials would venture to esti- 
mate the total returns from the crop. 

Warehouses in Yakima were in full 
swing handling the crop, and one large 
packing plant was running at full cherry 
season capacity with 250 employees en- 
gaged in turning out between 60,000 and 
70,000 cans of cherries per day. 



Idahome, Yale, Heglar, Sublett, Naf, 
Bridge, Strevell, and Standrod, by Arthur 
Pierce; fourth district, the Almo and Elba 
localities, by Asel Lowe; and fifth district, 
embracing Oakley, Basin, Boulder, Moul- 
ton, Churchill, and Golden Valley, by 
Owen Tolman, of Oakley. The present 
officers are Frank G. Butler, president; 
County Agent W. W. Palmer, secretary 
and treasurer. Sheriff P. D. Pace is ex 
officio a member of the executive council. 

A similar organization was formed 
recently in Minidoka County, which em- 
braces that part of the Minidoka project 
lying north of Snake River. Officers 
have not yet been chosen for he new asso- 
ciation, but four zones have been estab- 
lished and demonstrations of tattooing 
are being made by the county agent. 

It is the duty of each member of these 
associations to report any case of theft in 
his locality; to observe and report any 
suspicious character, automobiles, or 
unusual circumstances; and to assist the 
. executive council and law enforcement 
officers in the apprehension of criminals. 
It is believed that these organized pro- 
tective measures will have a marked 
restraining influence on poultry thievery. 

The raising of turkeys and other poultry 
has become an important activity on the 
Minidoka project and elsewhere in south- 
ern Idaho, where conditions appear to be 
especially favorable for the business. 
The following extract is taken from Exten- 
sion Bulletin No. 67, University of Idaho 
j College of Agriculture: 

IDAHO CONDITIONS FAVORABLE FOR 
TURKEYS 

Idaho has every natural advantage for 
turkey growing. The extent to which 
the industry may be developed in the 
State is limited only by location and by 
the inclination and ability of the persons 
interested. In southern Idaho the land 
is gravelly in character. There are wide 
expanses of range; feed is abundant; the 
growing season is long; spring comes early, 
usually is dry and there is an abundance 
of sunshine. Southern Idaho is favored 
with an unusually early hatching season 
[ for turkeys, an advantage when com- 
I pared with many other sections where 
turkeys are grown. 

Idaho turkeys are superior in quality. 
No other section produces finer quality 
and there are few that grow as fine. The 
national crop may be large at times, but 
it seems probable that Idaho quality 
always will bring a premium. Low-grade 
stock is always a drag on the market and 
off-grade Idaho turkeys are probably no 
better than the off-grade stock of any 
other section. The problem of Idaho 
turkey growers, therefore, is to grow the 
quality stock that the State is capable of 
producing. 



August, 1928 



NEW RECLAMATION ERA 



123 



Engineers and Geologists Designated to Study 
Boulder Canyon Development 



THE Secretary of the Interior has an- 
nounced the selection of five men, 
three engineers and two geologists, to 
whom membership on the commission to 
study Boulder Canyon and Black Canyon 
on the Colorado River authorized by the 
recent Congress, has been offered. These 
five names are as follows: Maj. Gen. 
William L. Sibert, United States Army, 
retired; D. W. Mead, engineer, Madison, 
Wis. ; Robert Ridgeway, engineer, of New 
York; Charles P. Berkey, geologist, of 
New York; and W. J. Mead, geologist, 
of Madison, Wis. 

The Secretary addressed the following 
letter to each of the men to whom invita- 
tions were issued: 

Pursuant to resolution of Congress and 
with the approval of the President, I am 
asking you to serve as one of a commission 
of five three engineers and two geolo- 
gists to make a study of the site for a 
storage reservoir on the Colorado River, 
either in the Boulder Canyon or the Black 
Canyon. 

You have been selected because of your 
eminence in your profession and for the 
reason that you have not been connected 
with the area to be studied either through 
personal interest, residence, or previous 
intimate knowledge of the project. 

Compensation is limited by the resolu- 
tion to $50 per day and expenses. The 
project being of the greatest importance 
and the largest heretofore undertaken, I 
sincerely hope you may consent to assist 
us, and that you will be available for 
service at a very early date, as under the 
law the report must be submitted before 
December 1, 1928. 

General Sibert is a retired Army engi- 
neer of long and distinguished service. 
As a young man he had a long career in 
river and harbor work. He built the 
great Gatun Locks and Dam at Panama 
and the breakwater at Colon Harbor. 
He was chairman of the board of engi- 
neers for the study of flood prevention in 
China. He commanded a division in 
France during the World War and re- 
turned to America to organize the Chem- 
ical Warfare Service. He retired from 
active Army service in 1920. Since 1924 
he has been chairman and chief engineer 
of the Alabama State Docks Commission. 

Robert Ridgeway is chief engineer for 
the New York subways, and is a past 
president of the American Society of 
Civil Engineers. He had to do with the 
building of the New York Aqueduct and 
storage dams, was in charge of the con- 
struction of the South Ferry Loop and the 
tunnels under the East River and the 
Brooklyn subways. He was engineer for 
the Catskill Aqueduct. He has been 



engineer for the transit commission and 
adviser in such matters to the city of 
Chicago. He is now chief engineer of 
the board of transportation for the city of 
New York. 

Daniel Webster Mead is a native of 
New York and a graduate of Cornell. As 
a young man he worked for the United 
States Geological Survey, became city 
engineer of Rockford, 111., and in 1904 
became professor of hydraulic engineering 
at the University of Wisconsin, which 
position he still holds. As consulting 
engineer he has built numerous large 
hydraulic power plants and municipal 
water works for various municipalities. 

Warren Judson Mead is a geologist at 
the University of Wisconsin. Though but 
48 years of age he has been a member of 
the faculty of the University of Wiscon- 
sin since 1906. He has long had a con- 



sulting practice in economic and engi- 
neering geology. 

Charles P. Berkey has been professor of 
geology at Columbia University since 
1903. He was geologist for the New York 
State Board of Water Supply on the 
Catskill Aqueduct and geologist of the 
third Asiatic expedition of the American 
Museum of -Natural History. He has had 
many years of service as consultant in the 
application of geology to engineering 
undertakings. 

The congressional joint resolution which 
provided for the appointment of this 
commission said that 

The Secretary of the Interior is hereby 
authorized and directed to appoint a 
board of five eminent engineers and 
geologists, at least one of whom shall be 
an engineer officer of the Army on the 
active or retired list, to examine the pro- 
posed site of the dam, * * * and 
review the plans and estimates made 
therefor, and to advise him prior to 
December 1, 1928, as to matters affecting 
the safety, the economic and engineering 
feasibility, and adequacy of the proposed 
structure and incidental works. * * * 
That the work of construction shall not 
be commenced until plans therefor are 
approved by said special board of engineers 



Production of High-Grade Alfalfa 



T3URITY, a high percentage of leaves, 
clinging foliage, green color, and pli- 
able stems are the essential characters of 
high-grade alfalfa. The experience of 
Federal hay inspectors is that the most com- 
mon causes of low-grade alfalfa are mead- 
ows with thin stands, foreign material in 
the form of partly decayed rakings, weather 
damage, overripeness at time of cutting, 
overdrying, baling undercured hay, stack- 
ing distinctly undercured hay, and baling 
during very hot, dry, or windy weather. 

In most instances alfalfa intended for 
market should be cut when one-tenth to 
one-fourth in bloom, or when new growth. 
starts from the crowns irrespective of the 
bloom. There will be little, if any, in- 
crease of tonnage gained by allowing the 
crop to stand longer. At this stage of 
maturity the leaves usually constitute 
anywhere from 45 per cent to 55 per cent 
of the total weight of the plants, and the 
stems have not become objectionably 
hard and woody. The grade of U. S. 
No. 1 alfalfa can be attained in practically 
all alfalfa districts of the United States 
when crops are cut at this stage of ma- 
turity, providing the hay is properly 
cured and baled and not subjected to 
much damage from the elements. 

Essential points in preserving leafiness 
and color and preventing overdrying are 
(1) to facilitate rapid evaporation of a 
large part of the moisture in the newly 
mown hay by exposing it to the sun and 



wind in the swath where the rate of 
evaporation is faster than in the wind- 
row, bunch, or cock, and (2) to perform 
the operations of raking and windrowing 
while the hay is tough and the leaves are 
not easily shattered. 

The side delivery rake is specially 
adapted to making windrows of wilted 
and tough alfalfa that will aerate and 
cure uniformly with the minimum loss of 
leaves and color. Average crops of 
alfalfa hay wilted in the swath will cure 
almost as quickly in side-delivery rake 
windrows as though fully cured in the 
swath and the grade of the hay is much 
superior. The side-delivery rake is an 
essential machine in the production of 
high-grade alfalfa. 

Baling direct from the windrow is 
practiced in many areas, but the chief 
difficulty encountered in producing high- 
grade alfalfa by this method is that of 
getting the hay to the baler in the ideal 
condition for baling. The condition of 
the hay at time of baling may be con- 
trolled in part by regulating the quantity 
of hay cut down and windrowed accord- 
ing to the capacity of the press and by 
drawing in the hay methodically from 
the field according to the extent of the 
curing in the swath and windrow. Some 
of the highest grade alfalfa comes from 
districts where the hay is put up in large 
stacks with sleds and a derrick and then 
allowed to sweat prior to baling. 



124 



NEW RECLAMATION ERA 



August, 1928 




Reclamation Project Women and Their Interests 




Planning for Next Year's Garden 



PLANNING the garden is usually a 
matter for early spring. Frequently 
it might better be done the previous sum- 
mer. Often in the fruit or vegetable 
garden there come times when only a 
email supply of vegetables is available. 
At the same time neighbors who planted 
different varieties or planted at different 
times will be enjoying the benefits of the 
garden and a succession of its products. 
At that time it is possible to take note of 
present deficiencies and to prepare to 
remedy them the following year. A sheet 
of paper for preservation of summer 
resolutions will prove helpful when the 
early gardening period returns again. 

Also it is well to observe effective group- 
ings of perennials and annuals in neighbor- 
ing gardens with a view to rearrangement, 
transplanting, or sowing of seeds to obtain 
the most beautiful arrangements of the 
gardens. 

In many sections of the country the 
autumn offers the best opportunity for 
planting new shrubs and trees. Plans 
should be made to fit these with those 
already placed and with prospective 
plantings. For best results in gardening 
and landscaping, plans should be laid well 
in advance and adhered to from year to 
year. 

Clothes Moths 

Clothes moths are the greatest offenders 
among fabric pests. The common clothes 
moths are usually seen flying in darkened 
corners and just beyond the range of the 
brightest rays of the lamp. They prefer 
darkness. They are frightened when 
clothing and other objects are suddenly 
moved, and are then seen running rapidly 
or flying to conceal themselves in the 
creases of clothing, cracks, or other dark 
places. 

Complete elimination of clothes moths 
from dwellings and other buildings is diffi- 
cult. These insects breed not only in 
wearing apparel but in such articles as car- 
pets, rugs, piano felts, and upholstered 
furniture. 

While moths may be on the wing during 
almost any month they are present in 
greatest abundance the country over from 
May to July and during September and 
October. 

Constant watchfulness must be the 
watchword for successful control. No 




A well-planned garden on one of the reclamation projects 



treatment known to kill clothes moths 
already in fabrics will have any lasting 
effect in keeping other clothes moths from 
infesting the fabrics later if they are left 
exposed. 

Too much emphasis can not be placed 
on the value of frequent brushing, beating, 
sunning, and cleaning of articles subject to 
the attack of clothes moths. Particular 
attention should be given to crevices, 
seams, and pockets. Sunning is a valua- 
ble aid in the control of moths. If cloth- 
ing is thoroughly brushed every two weeks 
it is doubtful if moths can affect it seriously. 
In articles laid away moths are much 
more likely to concentrate upon soiled 
spots if these have not been removed. 

Clothes moths do not eat into paper to 
reach clothing, For this reason, if woolens 
and other fabrics subject to moth attack 
are cleaned and freed from moths by any 
of the methods mentioned above, they 
will remain safe if wrapped at once and 
tightly in several thicknesses of firm 
wrapping paper or in newspapers. After 
clothing has been made into bundles, these 
may be left exposed in garrets or on store- 
room shelves without danger from without. 



Dressing the Little Girl 

Many mothers have the mistaken idea 
that children's clothes, in order to he 



attractive, must be elaborately trimmed. 
Such trimming detracts from the child 
and is likely to make her conscious of her- 
self and her clothes. The most effective 
and satisfying designs are the most sim- 
ple. They are easily made and laundered, 
are comfortable to wear, and enable the 
child to dress and care for herself and so 
develop independence. If becoming colors 
and suitable fabrics are chosen, these sim- 
ple designs are right for any occasion. 

For children's wear, especially for dress 
up, dotted swiss is a very serviceable 
fabric. It is dainty and cool, easy to 
make, and launders well. Cotton voile is 
also good. 

Raglan sleeves on a child's dress are 
more comfortable than either the set-in or 
the kimono sleeve. They are more easily 
made than set-in sleeves, they require no 
fitting and they allow room for growth 
without making the dress look too broad 
across the shoulders. 

Nice color combinations, good work- 
manship, simple and suitable lines for the 
figure, and appropriate materials all go to 
make the little girl well dressed. She 
should be allowed to choose materials for 
her dresses and be trained to think of the 
types of clothes suited to various occa- 
sions. Her interest in colors and mate- 
rials will thus be stimulated and she will 
come to appreciate good design and 
workmanship. 



August, 1928 



NEW RECLAMATION ERA 



125 



The Black Canyon Diversion Dam, Boise Project, Idaho 



By lean E. Houk., Research Engineer, Denver Office, Bureau of Reclamation 



E construction of the Black Canyon 
Dam on the Boise project, Idaho, 
in 1923 and 1924 provides for diverting 
water to 22,000 acres of developed land 
in the Emmett irrigation district near the 
town of Emmett, Idaho. It also pro- 
vides for possible future diversions to 
56,000 acres of irrigable land in the Pay- 
ette division of the Boise project, a pro- 
posed extension located in the valleys of 
Boise and Payette Rivers, approximately 
30 miles northwest of Boise. Although 
the need for the dam was not urgent so 
far as the development of the Payette 
division was concerned, it was urgent as 
regards the interest of the Emmett irriga- 
tion district, since this district was not 
financially able to maintain longer the 
16 miles of main canal through the canyon 
which had been supplying its irrigated 
lands. The Emmett irrigation district 
contracted to pay the entire cost of the 
dam, half of which is to be credited when 
the Payette division, also called the Black 
Canyon project, is developed. 

The Black Canyon Dam is located at 
the mouth of the Payette River Canyon, 
about 7 miles above Emmett, where the 
valley begins to widen out into sloping 
land suitable for irrigation. Only half a 
mile of diversion canal on either side of 
the river is necessary before actual dis- 
tribution of irrigation water is possible 
by the installation of farm tap boxes. 
The dam raises the water surface 90.5 
feet above low water stage, to a surface 
elevation of 2,497, the maximum eleva- 
tion permissible because of the location 
of a branch of the Oregon Short Line Rail- 
road along the south bank of the river 
above the dam. This elevation will per- 
mit direct diversion of water into the 
proposed Black Canyon Canal on the 
south side of the river, but requires pump- 
ing against a head of 25 feet in order to 
reach the Emmett irrigation district canal 
on the north side of the river. Two ver- 
tical pumping units of 300 second-feet 
combined capacity, each unit consisting 
of a hydraulic turbine and screw pump 
keyed to a common shaft, constitute the 
pumping equipment. A power plant has 
been built since the dam was completed 
and electric power is now being generated 
and sold to the Gem irrigation district 
and the Idaho Power Co. Power equip- 
ment consists of two 5,000 Kv-a. genera- 
tors direct connected to 6,000 horsepower, 
vertical-shaft, hydraulic turbines. 

DESIGN OF DAM 

The dam is a concrete gravity structure, 
1,134 feet long and 184 feet high, consist- 
ing of an overflow section at. the river 



channel and abutment sections on the 
sides. Both abutment sections are 
straight; but the overflow section is made 
up of three straight sections intersecting 
with angles of 6 degrees and 50 minutes 
at the two central piers and meeting the 
abutment sections at angles of 3 degrees 
and 25 minutes, thus providing a slight 
amount of arch effect. The accompany- 
ing cut shows a plan, elevation, and typi- 
cal cross sections of the structure. 

In the deepest part of the river channel, 
where it was necessary to excavate to a 
depth of 90 feet below low-water surface 
in order to secure a suitable foundation, 
the spillway section has a base width of 
130 feet, an upstream slope of 0.4 foot 
horizontally to 1 foot vertically, from 
bedrock to elevation 2,422.5, and a down- 
stream slope of 0.5 foot horizontally to 1 
foot vertically, terminating in a curve 
with a 60-foot radius in the upper 21 feet. 
Above elevation 2,422.5 at the upstream 
side the dam rises vertically to elevation 
2,450 and is then provided with a 10-foot 
overhang so as "to obtain sufficient width 
of crest to permit the installation of drum 
gates. Training walls separate the spill- 
way section from the abutment sections 
and keep the overflow confined to the river 
channel. 

The overflow section has a total length 
of 218 feet between training walls and is 
provided with contraction joints at 73- 
foot intervals. The total length of 218 
feet is reduced to a net spillway crest of 
192 feet by piers separating the crest into 
three 64-foot lengths. These three 
lengths are fitted with automatic steel 
drum gates which raise or lower to ac- 
commodate changing river stages. When 
entirely lowered a flood of 40,000 second- 
feet can be discharged with a reservoir 
water surface 3 feet below the tops of the 
adjoining abutment sections and 7 feet 
below the tops of the spillway piers. 
Two 5-foot by 5-foot sluice gates, operated 
by oil cylinders, with sills at elevation 
from 2,409.3, control the flow through two 
5-foot diameter sluiceways which are 
used to sluice sand and silt from the up- 
stream side of the dam. Three galleries 
were constructed in the spillway section; 
a drainage gallery with floor at elevation 
2,420.3, which also provides access to the 
sluice gate operating machinery; a drum 
gate operating gallery with floor at eleva- 
tion 2,456; and a drum gate discharge 
gallery with floor at elevation 2,448. 

The south abutment section has a 
length of 195 feet, a top width of 10 feet, 
a vertical upstream face, and a % to 1 
downstream slope. Contraction joints 
separate this abutment into three 50-foot 



sections and a headworks section. The 
headworks section, which is located at the 
south end and which is equipped with 
two radial gates 14 feet long and 10.25 
feet high, provides for a possible future 
diversion of 1,000 second-feet into the 
proposed Black Canyon Canal. One of 
the radial gates is now being used to 
admit flow to a 45-inch wood-stave pipe 
serving the Emmett irrigation district 
lands on the south side of the river. 

The north abutment, which has the 
same cross section as the south abutment, 
has a total length of 590 feet and is 
divided by contraction joints into 12 sec- 
tions. In the section adjacent to the 
spillway, outlets are provided for the two 
pumping unit penstocks and the two 
power penstocks. These four opening* 
have their sills at elevation 2,468, only 29 
feet below high-water level, thus insuring 
relatively clear water for the turbines. A 
concrete floor and buttresses cantilevered 
out from the upstream face provide trash- 
rack supports in front of the penstocks. 
One of the unusual features in the design 
of the dam is that the 7-foot discharge 
pipe from the pumping units enters the 
dam near the ground level, rises to near 
the top of the dam, and then traverses the 
entire length of the north abutment to 
the north side canal. An adit at the level 
of the pump-house floor connects with the 
drainage gallery of the spillway section 
and a shaft with stairway connects the 
drainage gallery with the drum gate oper- 
ating gallery. 

FOUNDATION CONDITIONS 

The dam is built on an excellent solid- 
rock foundation throughout its entire 
length. The deeper parts of the spillway 
section are built on the Colorado shale 
formation and the remainder of the dam 
is buijt on a hard, dense basalt ridge. The 
excavated surfaces of both formations, 
were extremely irregular so that many 
natural keyways were provided between 
the concrete and the rock. 

Two rows of grout holes were drilled 
along the upstream edge of the base under 
the spillway section and under a part of 
the north abutment section, the rows 
being located 5 feet apart and the hole* 
10 feet apart in each row and staggered. 
Under the remaining parts of the abut- 
ment sections grout holes were located in 
one row and were spaced at 5-foot inter- 
vals. Holes were drilled to depths equal 
to one-third the height of the dam, but 
not exceeding a maximum of 25 feet, and 
were fitted with 8-foot lengths of wrought- 
iron pipe for grouting connections. After 
the concrete in the dam had been placed 



126 



NEW RECLAMATION ERA 



August, 1928 




August, 1928 



NEW RECLAMATION ERA 



127 



to a minimum depth of 6 feet over the 
base the holes were thoroughly grouted 
under a pressure of 100 pounds per square 
inch. A few holes took from 10 to 20 
sacks of cement, but the average for the 
201 holes drilled and grouted was only 
1.53 sacks. 

After the grouting was completed a row 
of drain holes, 8 feet downstream from the 
second row of grout holes, was drilled at 
10-foot centers to depths 5 feet less than 
the grout holes. These were fitted with 
4-inch, sheet-metal, slip-joint pipes, con- 
necting with a longitudinal drain, which, 
in turn, connects with cross drains leading 
to the downstream face of the dam. In 
the abutment sections the longitudinal 
and cross drains consist of 6-inch vitrified 
sewer pipe with cemented joints, cross 
drains being spaced 48 feet apart. In the 
spillway section the 4-inch pipes were 
run through the dam to a 10-inch, slip- 
joint, longitudinal drain, placed at eleva- 
tion 2,407, vertically under the upstream 
side of the drainage galley. Vertical 
4-inch, slip-joint pipes, connected to the 
10-inch longitudinal pipe, drain the gallery 
above, and a 12-inch outlet drain conducts 
all drainage to the downstream face of the 
dam. 

At times when the main outlet for the 
spillway section drainage system could be 
observed, there was a 4-inch depth of 
water pouring out of the 12-inch pipe. 
On May 22, 1924, the total flow of the 
drains amounted to 0.46 gallon per min- 
ute at the south canal headworks, 8 
gallons per minute at the south abutment 
outlet, and 33.84 gallons per minute at 
the north abutment section. 

CONSTRUCTION OPERATIONS 

The dam was built by force account, 
under the supervision of Walter Ward, 
construction engineer. Work was started 
in the fall of 1922 and the last concrete was 
poured on June 18, 1924. In order to 
avoid delays due to floods the abutment 
sections were built first and work on the 
spillway section was postponed until after 
the 1923 floods had passed. Thus a full 
year was available for the more difficult 
construction. A temporary diversion 
channel, with a capacity of 4,000 second- 
feet, was built along the foot of the bluff 
at the south side of the river to carry the 
river flow during the construction of the 
spillway section. This channel was car- 
ried through the dam in two 10 by 14 feet 
concrete culverts which were plugged with 
concrete after the dam was finished. 
Gravel cofferdams, made unusually water- 
tight by clay filling on the water sides, 
were built across the river at the ends of 
the diversion channel. 

The principal construction equipment 
consisted of one 10-ton cableway 1,440 
feet long, two 10-ton stiff-leg derricks 



with 80-foot booms, four drag lines, seven 
locomotives, twenty-two 4-yard dump 
cars, and two derrick hoists. A fixed 
tower 80 feet high supported the 2J-inch 
track cable at the north end of the cable- 
way; a movable tower 67 feet high, with a 
travel of 240 feet, supported the south 
end. The movable tower was supported 
by railway car wheels running on five lines 
of 80-pound rails. A 3-drum hoist with a 
300-horsepower motor operated the cable- 
way proper and a single drum hoist with 
a 60-horsepower motor operated the 
movable tower. 

The cableway was .the most useful and 
satisfactory piece of equipment in the 
entire plant. It handled considerable of 
the excavation for the dam foundation, 
all the concrete for the north and south 
abutments, and placed the sluice gates 
and drum gates. It was also used in un- 
loading and transporting the pumping 
units, cement, reinforcing steel, steel rails, 
lumber, forms, etc. 

Excavation for the abutments consisted 
largely of stripping a shallow covering of 
soil and picking out soft seams and crev- 
ices in the rock, except for one hole 
about 40 feet deep and 120 feet long near 
the north end of the dam. The stripping 
was done by a hydraulic giant supplied 
with water by a 5-inch, two-stage, centri- 
fugal pump. Water under high pressure 
was the only thing that would success- 
fully and economically clean the very 
rough basalt surface. The deep hole at 
the north end of the dam was excavated 
by hand and the muck removed by the 
cableway. River excavation was han- 
dled by dragline, stiff-leg derricks, and 
4-yard dump cars running on trestles 
built along the sides of the river. The 
drag lines placed the material directly in 
the dump cars, or in skips which were 
handled by the derricks. The cableway 
could not be used for as much excavation 
as was desirable because only limited 
dumping space was available within the 
range of its travel. 

A concrete mix of 1 part cement, 3 
parts sand, 3.9 parts gravel, and 3.4 parts 
cobble, containing 3.5 sacks of cement 
per cubic yard, was used in the main part 
of the dam, these proportions being decided 
upon after elaborate tests had been made 
in cooperation with the Bureau of Stand- 
ards. Where extra strength was required, 
as in thin reinforced concrete walls, cob- 
bles were omitted and a mix of 1: 2J^: 5 
was used. Aggregates were excavated 
by drag line from river bars % to 1J^ 
miles above the dam site, loaded on 
dump cars, and hauled to the gravel and 
screening plant or to a storage pile from 
which they could be obtained when the 
river was in flood. Two sets of reusable 
panel forms were used throughout the 
work, the bottom forms being removed, 



raised, and set in place on top of the 
others while the concrete in the last pour 
was curing. 

COST RECORDS 

Accurate records of cost of all parts of 
the construction operations were main- 
tained throughout. The total cost of the 
dam, including preliminary examinations, 
permanent road construction, permanent 
cottages, right of way, etc., amounted to 
slightly less than one and a half million 
dollars. The cost of camp maintenance 
amounted to 1.15 per cent of the total; 
that of engineering and inspection, to 
2.30 per cent; that of superintendence 
and accounts, to 1.62 per cent; and gen- 
eral expense, to 4.89 per cent. The total 
quantities of the different classes of work, 
total costs, and average unit costs are 
given in the accompanying table. 

Cost of Black Canyon diversion dam 



Class of work 



Total 
quan- 
tity 



68,145 
8,614 
2,029 

73,279 
5,840 



Examination and 
surveys. 

Permanent road 
to dam. 

Permanent cot- 
tages. 

Right of way 

Cofferdams 

Excavation, all 
classes. 

Excavation, hy- 
draulic. 

Structure drain- 
age. 

Concrete, plain 

Concrete, rein- 
forced. 

Pipe hand rail 

Lighting system,. 

Grouting 

Cast-iron slide 
gates. 

Drum gates 

Radial gates 

Sluice gates.. 

Trash rack.. 

Back fill 

Pumping system.. 

Power system 

Siphon 

Camp mainte- 
nance. 

Engineering and 
inspection. 

Superintendence 
and accounts. 

General expense . _ 



Grand total cost 

Estimated cost. 



3,574 



628 



Unit 



Cu. yds. 
..do... 



Lin. ft... 
Cu. yds. 



Lin. ft... 



Cu.yds. 



Total cost 



$14, 816. 22 
5, 769. 15 
7, 733. 00 



69, 155. 71 
70, 050. 27 
172, 397. 63 

5, 119. 60 
5, 969. 52 

555, 340. 74 
128, 694. 06 

5,818.15 
4, 191. 13 
8, 170. 72 
5, 093. 02 

110,601.52 

5, 277. 09 

19, 872. 54 

2, 514. 19 

458.86 

106, 616. 13 

25, 118. 16 

14, 851. 93 

17, 097. 92 

34, 374. 05 
24, 243. 52 
72, 959. 97 



1, 492, 304. 80 
1,800,000.00 



Unit 
cost 



$2.53 

.59 

2.94 

7.60 
22.00 



2.29 



A BOUT 6,000 dozen eggs per week are 
'^^ being shipped from the east division 
the Umatilla project. 



P>LANS are on foot for promoting settle- 
ment of the Belle Fourche project 
with a group of Hungarian farmers who 
will become owners of the unoccupied 
tracts and thereby advance the sugar beet 
and dairy industries. The pastor of the 
Hungarian Church at Rapid City, S. 
Dak., is interested in the plan and will 
act as agent to secure the colonists. 



128 



NEW RECLAMATION ERA 



August, 1928 



Reclamation Organization Activities and Project Visitors 



1T)R. ELWOOD MEAD, Commissioner 
of Reclamation, returned to Wash- 
ington on July 27. During his absence 
P. W. Dent, assistant commissioner, was 
acting commissioner. 



Kenneth C. Tippy, chief of field party, 
Kittitas division, Yakima project, has 
resigned to accept appointment as junior 
engineer, United States Geological Sur- 
vey, for duty in the New England States. 




Miss Mae A. Schnurr, secretary to the 
commissioner, returned to the Washing- 
ton office from her European trip on 
July 23. 



Wilbur Hogue and Mac T. Hardwick, 
recorders of surveys, who have been away 
at college since last fall, have returned to 
work on the Minidoka gravity extension 
unit. 



Roger R. Robertson, assistant engineer> 
has been transferred from the Stony 
Gorge Dam to the Lower Yellowstone 
project. 

H. Kenneth Smith, assistant engineer 
on the Klamath project, has been trans- 
ferred to the State Department, with 
headquarters at San Benito, Tex. 



Form and steel preparatory to placing concrete, culvert station 39, North Branch Canal, Kittitas division, 

Yakima project, Washington 



R. F. Walter, chief engineer, left the 
Denver office the latter part of the month, 
in company with J. L. Savage, chief 
designing engineer, for an extended in- 
spection of the several projects where 
large construction work is under way. 



George C. Kreutzer, director of recla- 
mation economics, returned to the Wash- 
ington office from a field trip on July 14. 



James J. Dolan has been reinstated in 
the Denver office as assistant engineer, 
for temporary employment during the 
summer months. Mr. Dolan was for- 
merly employed in the designing section 
of the Denver office and resigned to 
accept a position as instructor of en- 
gineering in the University of Illinois. 



George P. Taylor, clerk, Klamath proj- 
ect, has resigned to enter the employ of 
the Ewauna Box Co., a local[lumber con- 
cern. He will be replaced by Ben G. 
Sucher, former timekeeper on the Grand 
Valley project. 

Gov. George H. Dern, of Utah, was a 
recent visitor at Echo Dam, Salt Lake 
Basin project. 

A party of 18 members of the Yakima 
Chapter of the American Association of 
Engineers made a recent trip of inspec- 
tion over the main canal, Kittitas divi- 
sion, Yakima project. 



C. N. McCulloch, chief clerk of the 
Washington office, spent two weeks 
recently at the home of his mother in 
Greenville, S. C. 



Ralph H. Nelson, chief of party, has 
been transferred from the Orland project, 
California, to the Minidoka gravity 
extension unit, Idaho. 



Recent visitors at Stony Gorge Dam 
included Walter E. Packard, chairman, 
Mexican Irrigation Commission; Jose 
Mares, Mexican Irrigation Commission; 
Miguel Solorzano, irrigation engineer, 
Mexican Government; Oliver T. Erikson, 
Seattle; A. N. Burch, Sacramento; and 
R. J. Coffey, district counsel, Berkeley. 




Warmsprings dam and reservoir from right bank 



eur River, Vale project, Oregon 

U.S. GOVERNMENT PRINTING OFFICE : 1828 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. ROY O. WEST, SECRETARY OF THE INTERIOR 

E. C. Finney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 

Waihlntton. D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner George C. Kreutzer, Director of Reclamation Economics 

W. F. Kubaeh, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCulloch, Chief Clerk 
Center. Colorado. Wilda Building 

R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L Savage, Chief Designing Engineer: E. B. Debler, Hydrographic Engineer; 
L. N. McClellan, Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Oflutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent; C. 
A. Lyman and J. E. Override, Fiscal Inspectors. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Fourche Newell. S Dak 


F. C. Youngblutt 


J. P. Siebeneicher 


- 


Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oreg. 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise > 


Boise, Idaho 


R. J. Newell 


W. L. Vernon 


Carlsbad 


Carlsbad, N. Mex 
Grand Junction, Colo. 


L. E. Foster 
J. C. Page.. 

E. E. Lewis 


W. C. Berger 
W. J. Chiesman 


W. C. Berger... 
C. E. Brodie 


H. J. S. Devries 


Grand Valley 




Huntley ' 






King Hill 1 Kincr Hill. Idaho 


F. L. Kinkaid 






Klamath 


Klamath Falls, Oreg.. 


H. D. Newell 


N. G. Wheeler 


Joseph C. Avery 
E. R. Scheppelmann.. 
E E. Chabot 


R. J. Coffey 

E E Roddis 




H A Parker 


E. R. Scheppelmann._ 
E. E. Chabot 


Milk River 


Malta, Mont- 
Burley, Idaho 


H. H. Johnson 


do 


Minidoka < 


E. B. Darlington 


G. C. Patterson 


Miss A. J. Larson _ B. E. Stontamver 




Fallen, Nev . 


A.W.Walker 




Miss E.M.Simmonds. 
Virgil E. Hubbell 
N D Thorp 


R. J. Coffey 


North Platte 


Mitchell, Nebr 


H. C. Stetson 


Virgil E. Hubbell 


Wm. J. Burke 








W D Funk 




Orland 


Orland, Calif 


R C E Weber 


C H Lillingston 


C.H. Lillinireton 


R J Cofley 






F A Banks 


H N Bickel 






El Paso, Tex 


L. R. Fiock . . 


V. G. Evans L. S. Kennicott H. J. S. Devries 




Riverton, Wyo 


H. D. Comstock 


R.B. Smith R. B. Smith Wm. J. Burke 


Salt River ' 


Phoenix, Ariz 


C. C. Cragin 






Powell, Wyo 


L, H. Mitchell 


W.F Sha 




E. E Roddis 


Strawberry Valley ' 
Sun River 10 




Lee R. Taylor 








Kairfleld. Mont 
flrrigon, oreg 


G. O. Sanford 
A. C. Houghton 


H. W. Johnson H. W. Johnson 


E. E. Rndrtis 




Umatilla " 


Ulermiston, Oreg 
Montrose, Colo 
Vale, Oreg . ... 


Enos D. Martin 




L. J. Foster 

H. W. Bashore- 
P. J. Preston 


G.H. Bolt 
C.M. Voyen 
R. K. Cunningham 


F. D. Helm 
C. M. Voyen 


J. R. Alexander 


Vale 


B. E. Stoutemyer 
do 


Yakima 


Yaktma, Wash 


J. C. Gawler 


Yuma 


Yuma, Ariz 


R. M. Priest 


H. R. Pasewalk 


E. M. Philebaum 


R. J. Cofley 











Large Construction Work 



Salt Lake Basin, Echo 


Coalville, Utah F. F. Smith 


C. F. Williams.. .. 


C. F. Williams 


J. R. Alexander 


Montrose, Colo. 


Dam. 
Kittitas 


Ellensburg Wash Walker R Young 1J 


E. R. Mills 




B. E. Stoutemyer 


Portland, Oreg. 


Sun River, Gibson 


Augusta, Mont .- Ralph Lowry 1J 


F.C.Lewis 


F. C. Lewis 


E. E. Roddis... 


Billings, Mont. 


Dam. 
Orland, Stony Gorge 


Stony Gorge Damsite, H . J . Gault " 


C.B. Funk 




R. J. Cofley 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1928. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

1 Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

1 Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1928, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1918. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1928. 

1 Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

I Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

' Operation of project assumed by Strawberry Water Users' Association on 
Dec. 1, 1926. 

" Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

II Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

11 Construction engineer. 



Important Investigations in Progress 



Project 


Office In charge of 


Cooperative agency 


Middle Rio Grande 


Denver, Colo 


Middle Rio Grande conservancy district. 




Powell. Wyo I B Hosig 






Salt Lake City, Utah E. O Larson 


State of Utah. 




Fallen, Nev A. W. Walker 











RIO GRANDE PROJECT 

NE.W MEXICO 

TEXAS 



ELEPHANT BUTTE DAt. 

RESERVOIR. SPILLWAV 

AND EMBANKMENT 




RECLAMATION ERA 



VOL. 19 



SEPTEMBER, 1928 



NO. 9 




HON. ROY O. WEST. SECRETARY OF THE I NTERIOR 



SECRETARY WEST 
VISITS PROJECTS 

LJON. ROYO. WEST, Secretary of the 

L L Interior, is making an inspection of sev- 
eral reclamation projects in order to get first- 
hand information concerning their operation 
and problems. At this time he plans to visit the 
Milk Rioer and Sun River projects in Mon- 
tana; the Lower Yellowstone project, Montana- 
North Dakota; and the Shoshone and Riverton 
projects, Wyoming. 

The Secretary will be accompanied by Dr. 

Elwood Mead, Commissioner of the Bureau 

of Reclamation, and Hon. Louis C. Cramton, 

chairman of the Subcommittee of the House 

Committee on Appropriations for the 

Interior Department 




NEW RECLAMATION ERA 



Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 
ROY O. WEST 

Secretary of the Interior 



ELWOOD MEAD 
Commissioner, Bureau of Reclamation 



Vol. 19 



September, 1928 



No. 9 



Interesting High Lights on the Federal Reclamation Projects 



T^HE Stony Gorge Dam, Orland project, 
was 97.9 per cent completed at the 
end of July, with only 360 cubic yards of 
concrete remaining to be placed in the 
dam. 



A BOUT 140 tons of dried apricots were 
^^ shipped recently from the Orland 
project, 25 tons being marketed by the 
Orland Prune and Apricot Association. 



A FIRM with headquarters in Arizona, 
^^ dealing in fruit and produce, has 
leased warehouse room at Rupert, Mini- 
doka project, for the purpose of packing 
a fancy grade of potatoes. Hand-picked 
potatoes will be packed in small bags and 
cartons. 



A MEETING of the potato growers' 
^^ association was held recently on the 
Milk River project and plans were made 
for the early visit of Southern potato 
growers. Consideration was also given to 
the price for the 1928 seed potato crop. 



from the west extension divi- 
sion of the Umatilla project were 
on the market two weeks earlier this 
year than last. They were being mar- 
keted at a good price through two local 
associations. 



has been started by the South- 
ern Pacific Co. on the construction 
of the Modoc Northern Railroad through 
the Klamath project. 



Y Field, which adjoins unit B, Mesa 
division, Yuma project, was one of 
the official landing fields for the fourth 
annual reliability tour. Twenty-two 
planes landed and were refueled, and the 
pilots and passengers furnished refresh- 
ments. About 10,000 people were at the 
field to welcome the fliers. 

714328 



A T the end of the month roadbed grad- 
^^ ing for the 24 miles of railroad to the 
Owyhee dam site, Owyhee project, had 
been practically completed, 15 miles of 
track had been laid, and 8 miles ballasted 
ready for service. Plans for immediate 
work at the dam site include excavation of 
the open cut for the diversion tunnel, con- 
struction of a trestle for the disposal of 
tunnel muck, completion of the road to 
the top of the east abutment, and strip- 
ping of the rock faces of the dam abut- 
ments. 



/CONSTRUCTION has begun on a new 
box factory in East Omak, Okanogan 
project. The factory will be larger than 
the old one, which is to be abandoned, and 
will employ about 50 additional men. 



PROSPECTS continued excellent for 
practically all crops on the Yakima 
project. The second cutting of alfalfa 
was very good, corn was in a thriving 
condition, and wheat was reported to be 
yielding from 40 to 80 bushels per acre. 
Picking of cherries and apricots had been 
completed, the quality and yield being 
reported as excellent. 



HPlIE Shoshone project output of butter- 
fat during the month was 15,812 
pounds. About 10,250 pounds of butter 
were manufactured and 1,450 gallons of 
ice cream. 



T'HE North Platte Cooperative Cheese 
Co. has awarded a contract for the 
construction of a new cheese factory at 
Gering, Nebr. The building will be 120 
by 60 feet and will be the largest and 
most modern cheese factory in the State. 
The plant will have an initial capacity of 
80,000 pounds of milk or 10,000 pounds 
of butterfat a day, and provision will be 
made for an ultimate capacity of 100,000 
pounds of milk. 



IMPORTATION of dairy stock to the 
North Platte project continues. Sev- 
eral cars were received and distributed 
recently, and the Dairy Development 
Association estimates that approximately 
1,000 more cattle will be shipped in during 
the present year if satisfactory stock can 
be purchased. 



E first bale of cotton of this season's 
crop on the Yuma project was ginned 
on July 24 and brought premiums fur- 
nished by local merchants to the amount 
of $180. The bale was then auctioned off 
and netted the grower, together with the 
premiums, approximately $300. The yield 
this year from about 32,000 acres is 
expected to be about 35,000 bales, with 
a large area contracted for by buyers at 
21 cents a pound. 



A N anniversary picnic was held recently 
^ by the stockholders of the Boise 
Valley Dairymen's Creamery at Cald- 
well, with an attendance estimated at 
8,000. There are 1,875 stockholders, and 
the total output of butter for the year is 
expected to reach 3,000,000 pounds. 



Los Angeles-Salt Lake Airways 
are contemplating the establishment 
of beacon lights in the vicinity of Derby, 
Fernley, and Parrin, with a landing field 
near Fernley, Newlands project, Nevada. 



A T Gibson Dam, Sun River project, 
"^^ 16,000 cubic yards of concrete were 
placed in the dam during the month, 
bringing the total to 81,500 cubic yards, 
with 79,000 cubic yards still to be poured. 



A T the end of the month district No. 1, 
^^ Lower Yellowstone project, was 
fully paid up on construction and had 
an advance on operation and maintenance 
of $5,852.55 over the amount due. 

129 



130 



NEW RECLAMATION ERA 



September, 1928 



Electricity on an Irrigated Farm, Boise Project, Idaho 



TNLIKK a famous conut:li:in who 
*-^ chums to get all his information 
from the papers, all I know about using 
electricity on an irrigated farm was gained 
by personal experience, so this account 
must make liberal use of the first personal 
pronoun. 

Twelve years ago, an ex-Government 
employee, broken in health, I undertook 
to farm. I first bought a 40-acre tract 
in Boise Valley and left to later develop- 
ments the possibility of making a living 
on it. Of course my idea was principally 
to be an example to and uplift my 
benighted neighbors, but after a year or 
so in which I succeeded only in amusing 
them I abandoned them to their ungrate- 
ful fate and instead took stock of my 
situation to solve the acute problem of 
making ends meet for myself. 

I had gone in principally for dairying 
and at that time had seven cows, and it was 
taking all my time to raise feed and care 
for them. I milked by hand, pumped 
water most of the year the same way, 
turned the separator crank, carried a 
lantern morning and evening, and 
stumbled around doing my chores by its 
dim light. I irrigated with a dull shovel 
all the first year because I didn't know 
enough to sharpen it, and it was too 
much work to do it with a file, anyhow, 
and I hauled my grain 6 miles to the mill 
as a matter of course. In the house I 
sat by an oil lamp evenings and often 
went to bed because the chimney broke 
or the oil gave out and all ordinary 
electrical comforts of city life were out of 
the question. Cooking was the worst 
problem. I did that on an oil stove and 
one Sunday morning I went to work with 
breakfast cooking and came back later 
to find the stove had been smoking and 
the soot in that house simply had to be 
shoveled out. I state without fear of 
successful contradiction that at that 
moment I would have given any amount 
of independence for the offer of my old 
Government job. 

ELECTRICITY ON THE JOB 

Well, the power line was a quarter of 
a mile away. At that time extensions to 
farms were rare and undertaken with much 
misgiving, but after some persuasion and 
guaranteeing of charges I induced the 
company to run a line to my place, taking 
in one other user on the way. I don't 
mean to say that any miracle followed. 
My capital was limited enough to satisfy 
the most harrowing story of early struggle, 
and I got in electrical equipment only as 



By J. F. Bruins, R. D. 2, Boise. Idaho 

means and experience warranted, but life 
did begin to get brighter. First were the 
lights. In the house they were conven- 
ient. In the barn they made intolerable 
gloom and difficulty a memory and work 
at night easy and pleasant. Then came 
a pump. I used to spend at least half an 
hour a day pumping by hand. The first 
pump with motor cost about $100. It 
was the wrong kind and wore out too soon 
to be satisfactory for that kind of service, 
but it saved half an hour of the meanest 
kind of work, and I could use water freely 
for all purposes. Then came the sepa- 
rator. That cost about $150, but it was 
a good one of large capacity. That sepa- 
rated the milk while I was at the last cow 
and saved another half hour a day. It 
is still in excellent condition after nine 
years of service. These two economies 
of time, together with the lights made it 
possible to keep more cows, and I got up 
to 10 with no more work than the 7 had 
been previously. What was more impor- 
tant was that for the first time I began to 
have a margin of receipts over expenses. 
About that time things were going so 
\vell in the barn and so poorly in the house 
that I undertook to get married. The 
lady with whom I was negotiating the 
deal had never lived on a farm and felt 
much hesitation about trying it, but the 
prospect of having electrical conveniences 
in the house besides running water in sink 
and bathroom had a considerable influ- 
ence on her decision. That was seven 
years ago, and while this is not a romance, 
the world is duly assured that the results 
have been satisfactory to all concerned. 

ELECTRICITY IN THE HOUSE 

To go to that side of the story. She 
first specified an electric range because 
she had never cooked over any but a gas 
fire. The first range cost $40 second- 
hand, but gave good service for several 
years. Speaking of ranges we have 
found that the cost of current is no 
greater than that of fuel for a coal fire, 
but that the upkeep is higher. Current 
costs about $3 to $4 a month for our. 
family of five, but the cost of upkeep 
brings the total to about $5 a month for 
electric cooking. We also installed a 
water heater, but found that while the 
continuous use of a 1-kilowatt heater 
gave abundant hot water the company 
found the business so unprofitable that 
the rate was raised, so now we use mostly 
a coil in the furnace in winter and have a 
little stove in the kitchen for summer use 
which not onlv heats water but adds 



greatly to the comfort of chilly mornings. 
I doubt if it is commonly practicable to 
heat water by electricity. A washing 
machine came next. Our income was 
growing but so was the size of the family, 
and we still had to economize, so we got 
a secondhand one for $50, which with 
trifling repairs became very serviceable 
and is still in use after seven years. 
Along with the pump we could have run- 
ning water in the house and modern 
plumbing, which by the purchase of $15 
worth of plumbing tools and a little 
ingenuity were installed at a total cash 
cost of some $150. An iron and toaster 
came early in the game. A local store 
put on a sale of rebuilt vacuum cleaners 
at $16, so one was added. A little fan 
cost only $5, has been in use six years, is 
still good, and has returned a million 
dollars worth of comfort. We have found 
that electrical appliances have added so 
much to the pleasure of home life and so 
little to its cost that we have somewhat 
got into the habit of getting them as 
presents to each other, so we now have 
besides those mentioned a heating pad, 
glow heater, percolator, waffle iron, radio, 
solder iron, sewing machine, curling iron, 
and probably others I forget. So far 
as the home is concerned if Peter of the 
nursery rhyme had used an electrified 
kitchen he never would have had to 
resort to a pumpkin shell to maintain 
domestic discipline. 

MORE ELECTRICAL EQUIPMENT FOR THE 
BARN 

To get back to the barn. I had got up 
to 20 cows, and milking them by hand 
even under electric lights was a tedious 
job and after much hesitation I put in a 
milking machine about 18 months ago. 
I had a motor and got a discarded milk- 
ing machine and fixed it up for less 
than $100, complete, and while there are 
objections to the use of milkers I would 
personally rather quit dairying than go 
back to milking by hand. I now milk 
my 20 cows in about an hour. This is 
of vital importance on an irrigated farm 
because otherwise milking interferes with 
the irrigating which comes mostly at the 
same time of day. I have not noticed 
any bad effect whatever on the cows and 
am inclined to think that when a man 
condemns a milker he merely confesses 
his own failure as an operator. To run 
one, however, the steady dependable 
power of electricity is practically essential. 

Another barn use has been a tool 
grinder. I have found a small power 



September, 1928 



NEW RECLAMATION ERA 



131 



grinder so convenient as to be essential 
in keeping farm tools sharp, and the cost 
is trifling. I also use the milking machine 
motor on a small feed grinder which runs 
slowly, of course, but that does not matter 
because I can meanwhile be doing other 
chores, and it saves sacking grain and 
hauling it 6 miles to and from town besides 
the grinding charge. Recently I have 
been building a new barn to replace the 
ol'd cow shed and had occasion to mix 
some 50 yards of concrete for it. After 
two days of a losing fight to get a gas 
engine to run the mixer I took out the 
same motor, put a IJ^-inch pipe coupling 



on the shaft in place of the pulley, put 
on the belt and our power troubles were 
over. The first morning with the motor 
we made as much concrete as we had 
during the two days of struggle with the 
gas engine. 

One of the most valuable developments 
of electricity from my point of view has 
been its use for irrigation pumping. We 
have dry years even in Boise Valley, and 
with ground water only 25 feet from the 
surface in a porous gravel I have found 
it entirely possible to get a full supply 
from an inexhaustible reservoir and at a 
reasonable cost. This development would 



be a separate story and too long to tell 
here, but I have found it possible to get 
a flow of about 20 inches of water from 
my well at a total cost of about $3 per 
acre-foot. In my opinion the next major 
development of irrigation engineering 
will be to accomplish drainage and fur- 
nish supplemental irrigation water by 
this means. 

Electricity is not, of course, a complete 
answer to the problems of irrigation 
farming, but for convenience, comfort, 
and actual help it is one of the most im- 
portant factors in making a success of the 
home and business. 



The Influence of the Dairy Cow on the Payment of Charges 

A composite picture of the farm owner on the Sunnyside division of the Yakjma project, milling from two to eight cows and always able 

to meet his operation and maintenance charges 



T^HE following table is taken from one 
that appeared in the 1927 Annual 
History for the Sunnyside Division of the 
Yakima Project, Washington: 





Dis- 




Public notice water-right farms 
using water in 1927 


counted 
operation 
and main- 


Farmed 
by 




tenance 






bills 






Per cent 


Per cent 


Those having no cows 


33.4 


48.3 


Those having some cows 


40.4 


69.7 


Those having from 2 to 8 cows. . . 


43.9 


70.6 









This table indicates, among other | 
things, that the cow has some influence i 
on repayments. This impression was 
strengthened when further study showed 
that 82.3 per cent of the public notice 
farms with from two to eight cows and 
farmed by owners not only had dis- | 
counted their 1926 operation and main- j 
tenance bills but had never been delin- 
quent more than once. It was also found i 
that 59.3 per cent had never been delin- j 
quent in paying operation and main- j 
tenance charges. 

It seems that it might be worth while 
to have a composite picture of the farm 
owner on this division, milking from two i 
to eight cows and always able to meet his 
operation and maintenance charges. The 
crop census for 1927 and the 1925 classi- 
fication was the camera used to get this 
picture. 

This farmer settled on the project in 
1915. He has had 19 years of farming 
experience, 17 years of which were in ; 
irrigation farming. He has a family of ' 
four persons. He farms largely with his ! 
own labor but has help for about five 
months of the year, usually his son. His 
farm, with improvements, is valued at i 
$8,654, or $262.57 per acre. His farm . 



By Maurice D. Scroggs. Irrigation Manager 

is not the best, but is a good farm of good 
soil and fair topography and was placed 
in class 2 by the classifiers for the board 
of survey and adjustments in 1925. He 
milks 4 cows, has 10 sheep, 7 hogs, 117 
fowls, and a two-horse team. The total 
value of stock is $722 and of farm equip- 
ment $249. He also has either a low- 
priced or secondhand auto. His farm is 
located 1.8 miles from a shipping point 
and is not situated in any particular section 
of the project. 

There are 29.15 acres in his farm. 
About one acre is taken up by houses, 
barn, corral, and a small garden. He 
has 12 acres in alfalfa, 3 acres in pasture, 
2 acres in corn, and the balance of his 
acreage is either in orchard or devoted 
to cash crops, principally potatoes and 
wheat. He may vary the latter with 
squash, rutabagas, carrots, barley, aspara- 



gus, oats, cantaloupes, and tomatoes. 
His alfalfa averaged 4 tons to the acre, 
potatoes 303 bushels, corn 44 bushels 
(plus fodder and silage), apples 8,700 
pounds, asparagus 3,253 pounds, grapes 
6,500 pounds. In fact, most of his crops 
yielded well over the project averages, 
owing undoubtedly to the fertilizer avail- 
able from livestock on the farm. 

There are some features of this com- 
posite farmer which are very hazy in 
the picture. He may have some bees, 
but probably not. He may have a silo, 
but probably not. He is just as apt to 
have a purebred sire with his small herd 
of dairy cattle as a scrub bull, but is 
surer to have none. He may have a 
truck, but this is doubtful. 

However, the other features mentioned 
above are quite distinct. The resultant 
picture is Viot altogether displeasing. 




Oood dairy cattle help pay the bills 



132 



NEW RECLAMATION ERA 



September 1928 



Solving Surplus Crop Problem by Cooperation 



EJttorial from the Mercedes (Tex.) News August 3, 1928. 



has been in progress for more 
than two weeks :it the I'liiversity of 
California, Berkeley, Cnlif., the annual 
convention of the American Institute of 
Cooperation. Beeause this is the most 
widely attended convention ever held by 
this organization and because it was in 
session in the American State which first 
successfully developed an organization of 
growers 1o handle the distribution of 
their commodities, the gathering is of 
unusual interest everywhere. It is of 
particular moment in the lower Rio 
Grande Valley because cooperation 
promises to be the salvation of this very 
fertile region. 

A great many authorities on cooper- 
ative marketing were there, including 
representatives of 33 States of the Union, 
3 Provinces of Canada, and 8 foreign 
countries. As was to be expected, the 
discussions turned to overproduction, the 
handling of surplus crops, and restricted 
plantings. How deeply these problems 
are being studied, the speeches showed, 
nor could any of the speakers point out 
an exact antidote for this situation. 

"Discover," said C. C. Teague, chair- 
man of the American Institute of Coop- 
eration and president of the California 
Fruit Growers' Exchange and the Cali- 
fornia Walnut Growers' Association, 
"how to control surplus production or 
overproduction of agricultural commodi- 
ties and you will have solved the big 
question before American farming to-day. 
There is distress in many lines of agri- 
culture due to overproduction, often due 
to lack of proper distribution or develop- 
ment of markets. A real problem indeed 
is presented when all known remedies, 
including economical distribution, na- 
tional advertising, and reduction of pro- 
ducer-consumer margins have been ap- 
plied and found wanting. Men will work 
together if they can ship their entire crop, 
but when you ask the growers to leave 
part of their crop in the fields or on the 
tree, or otherwise dispose of it at less 
than the market price, cooperation is 
likely to fall apart." 

Teague declared that overproduction 
control can be effected only by a well- 
seasoned cooperative organization which 
handles a large percentage of different 
commodities. The organization, he said, 
must practice a merchandising program 
that permits withholding a percentage of 
the production and diverting this into 
by-products, giving the grower a better 
price for his entire crop than he would 
receive independently. 

I. W. Heaps, secretary-treasurer of the 
Maryland State Dairymen's Association, 



said that control of production is ore of 
the vital factors in surplus disposal and 
control. He said further: 



It is my opinion that we should 
endeavor to control production first and 
then plan to dispose of the surplus later. 
If we control production we can largely 
eliminate surpluses. I feel the time has 
come when cooperative marketing organi- 
zations should be more than mere bargain- 
ing associations. They should endeavor 
to set up such marketing plans and poli- 
cies as are fair between producers and will 
tend to control production to an amount 
equal to the consumptive demand. 

The problem of controlling the surplus 
of farm products generally resolves itself 
into two major issues regulating produc- 
tion of the product from the seasonal 
standpoint, and controlling production to 
equal, as nearly as possible, the consump- 
tive demand of the particular product. 
In any attempt to regulate seasonal 
demand the weather factor will be found 
to be the most serious consideration. The 
second problem of controlling production 
through a definite policy among the 
farmers of a commodity organization may 
be found almost as difficult. 

However, very definite results can be 
obtained by ascertaining the amount of 
the product normally consumed and 
allocating to the producers a basic amount 
equal to the consumptive demand, based 
on the individual producer's production 
over some period during previous years. 
The quantity of that product produced 
over and above the normal demand 
becomes a surplus and should be marketed 
as such. No producer should be limited 
in production, but each would receive the 
basic price for only his share of the 
market. 

In the Baltimore milk market, Heaps 
said, the penalty of overproduction has 
been shifted to those individual farmers 
who will not comply with economic 
market conditions in their production 
program. 

Surplus disposal is merely using good 
business judgment in disposing of a crop, 
E. T. Haack, manager of the Central 
California Berry^Growers' Association, 
said. 

"Surplus problems," he declared, "will 
stare every cooperative in the face sooner, 
later, or always, and I have yet to hear 
of a plan that is workable under all con- 
ditions. A reasonably successful plan of 
one organization may prove disastrous 
when adopted by another." 

Ralph P. Merritt, manager of one of 
California's largest cooperative firms, as- 
serted that "no single method exists for 
the solution of all problems of marketing. 
A cooperative marketing organization 
that may be successful in one locality 
may fail in another, or a cooperative 
that makes a success in handling ore 
sort of commodity may make a dismal 
failure in trying to put across another. 



The organisation must be made to fit the 
case." 

Merritt defined cooperative marketing 
as ''the act of the working together of 
producers of agricultural products to 
improve their opportunities in marketing 
by the adoption of methods best suited 
tq the point of view to the producer, to 
the commodity, and to the channel of 
distribution." 

"Our problem," he continued, "mainly 
is one of uncontrolled surplus. The hu- 
man and economic problem are inter- 
locked and dominate to a great degree the 
mechanical problem involved in the coop- 
erative marketing of our farm products." 

J. M. Newhouse, of Portland, Oreg., 
manager of the North Pacific Prune Ex- 
change, told how his State solved a prob- 
lem of local interest. "Oregon," he said, 
"solved the cooperative marketing prob- 
lem by getting the growers' viewpoint 
and keeping it. We determine our policy 
by the growers' desire, and this we ob- 
tain through meetings where the pro- 
ducers are asked to freely express their 
opinions." 

E. L. Adams, manager of the California 
Rice Growers' Association, explained how 
an agreement between growers and mill- 
ers to effect an export project had solved 
a marketing problem two years ago. 
Practically 20 per cent of the rice crop of 
California, he said, was exported to Japan, 
where it brought 18 per cent less than 
that sold in the domestic market. But 
local prices were increased 35 per cent by 
the move, resulting in an approximate 
gain of $2,000,000. He warned, however, 
that price setting is a dangerous practice. 

The cooperative movement in farming 
has come to stay and is a billion-dollar 
business. Charles W. Holman, executive 
secretary of the American Institute of 
Cooperation, declared: 

When the present cooperative organ- 
ization began in 1912 there was only 
one conspicuously successful cooperative 
association in the country, the California 
Fruit Growers' Association. There are 
now 13,000 farmer organizations doing a 
billion-dollar business. Of this number, 
150 in the last year have done business 
amounting to more than a million dollars 
apiece, and several have passed the 
$50,000,000 mark. A million and a half 
farmers are now members of cooperative 
associations. 

The organization of these associations 
is similar to that of the ordinary business 
corporation, except that the members 
vote as individuals and not by stock. 
The ordinary corporation also exists for 
the apportionment of dividends. The 
farmers' organizations pay dividends in a. 
way but exist primarily to serve the mem- 
bership by intelligent fixing of prices and 
standards. 



September, 1928 



NEW RECLAMATION ERA 



133 



The quality of farm products has been 
appreciably raised by standards set for 
the membership. 

The cooperative organizations also aid 
the farmer by maintaining officers in 
Washington, D. C., to watch legislation. 
The cooperatives investigate thoroughly 
each measure and only send witnesses to 
combat inimical measures when they are 
sure thay are detrimental to agriculture 
and have the facts to prove it. 

But in spite of the size of the coopera- 
tive movement it is still in need of leaders 
for further expansion. 



In respect to legislation, Holman urged 
the setting up of a national agency to present 
the common views of the cooperatives be- 
fore a legislative body. His suggestion was 
approved, and a committee of seven will 
be appointed to meet this fall and make 
arrangements for the project's execution. 

Representatives of the valley coopera- 
tives are in attendance at these meetings 
and may be expected to return with a 
great many beneficial ideas. 



Colorado River Board Organizes 

Maj. Gen. W. L. Sitert is elected chairman and C. P. Berkey secretary 



fPHE board of three engineers and two 
geologists, appointed by Dr. Hubert 
Work, shortly before his retirement as 
Secretary of the Interior, to make a study of 
and report on the feasibility of the site for a 
storage reservoir on the Colorado River 
either in Boulder Canyon or Black Canyon, 
met for the first time on July 30 in the build- 
ing of the Department of the Interior in 
Washington. Organization was effected 
and a tentative program mapped out. 



Maj. Gen. William L. Sibert, United 
States Army, retired, was selected as 
chairman, and Charles P. Berkey, of 
New York, secretary. Dr. Elwood Mead, 
Commissioner of Reclamation, Depart- 
ment of the Interior, met with the board 
in an advisory capacity. 

There was a general discussion of the 
proposed reservoir site. The decision 
was reached by the board to visit Denver, 
Colo., on August 13, where the mass of 



information to be considered concerning 
the project is located. Further plans 
concerning its work will be determined 
by the board after it reaches Denver. 
Meantime, the board is going over the 
records of the Department of the Interior 
relative to the project. 

The board was authorized at the last 
session of Congress "to examine the pro- 
posed site of the dam (Boulder or Black 
Canyon of the Colorado River), and 
review the plans and estimates made 
therefor, and to advise him (the Secretary 
of the Interior) prior to December 1, 
1928, as to matters affecting the safety 
the economic and engineering feasibility, 
and adequacy of the proposed structure 
and incidental works." 

The members of the board are Maj. 
Gen. William L. Sibert; D. W. Mead, 
engineer, Madison, Wis.; Robert Ridg- 
way, engineer, New York; Charles P. 
Berkey, geologist, New York, and W. J. 
Mead, geologist, Madison, Wis. 



In designing an irrigation system it is 
important that the method of delivery 
of water best suited to local conditions be 
taken into consideration. 




The Colorado River Board 

Left to right: Hon. Roy O. West, Secretary of the Interior; Hon. Hubert Work, former Secretary of the Interior; Hon. E. C. Finney, First Assistant Secretary of 
the Interior; Warren J. Mead, member of board; Dr, Elwood Mead, Commissioner of Reclamation; Robert Ridgway, member of board; Maj. Qen. William L. 
Sibert chairman of board; Charles P. Berkey, secretary of board; D. W. Mead, member of board 



134 



NEW RECLAMATION ERA 



September, 1928 



Echo Dam, Salt Lake Basin Project, Utah 

An earth and rockjill dam on the Weber River in Utah for the storage of irrigation water 



By B. W. Sleele, Engineer. Denver Office, Bureau of Reclamation 



site of the Echo Dam, the first 
structure to be built on the Salt Lake 
Basin project, is on the Weber River about 
30 miles northeast of Salt Lake City, 
Utah, and about 1 mile above the town 
of Echo on the main line of the Union 
Pacific Railroad. The capacity of the 
reservoir created by the construction of 
Echo Dam will be 74,000 acre-feet. 

The development of additional water 
supply for the Weber and Provo River 
Basins contemplates the diversion at cer- 
tain times of the year of water from the 
Weber River to the Provo River. To 
accomplish this diversion and as a part 
of the present Weber River development 
the Kamas diversion dam and canal will 
probably be constructed at some future 
time. The Kamas diversion dam will be 
located on the Weber River about 25 
miles above Echo Dam. The diversion 
canal will be about 8 miles long, extending 
from the diversion dam in a southerly 
direction to the Provo River watershed. 

The construction of Echo Reservoir 
and the Kamas diversion dam and canal 
will provide a means of supplementing 
the water supply of lands under con- 
structed canal systems diverting from 
Weber and Provo Rivers. No interfer- 
ence with or impairment of present water 
rights is anticipated. 

The building of this reservoir necessi- 
tates the relocation of the Park City 
branch of the Union Pacific Railroad 
and the Lincoln Highway around the 
reservoir. The relocated railroad and 
highway are being constructed just above 
the reservoir water surface on the east 
side of the river. The estimated contract 
cost of the relocated railroad and high- 
way is about $387,000, exclusive of 
material, track, surfacing, and overhead 
costs, and the contract for this work has 
been let to the Utah Construction Co. 
of Ogden, Utah. It will be necessary 
to complete the relocation of the railroad 
and highway before much can be accom- 
plished on the main fill for the dam since 
the original location of the railroad 
through the reservoir area is along the 
river bottom. 

FOUNDATION CONDITIONS 

The geologist's report on the dam site 
indicates that the channel of Weber 
River at this point is a natural stream 
and not a faulted channel. The area 
is composed of a low-lying synclinal 
structure, the eastern limb resting against 
the Coalville Dome and the western 
limb against the faulted Henefer Uplift. 



The dam itself is to be placed somewhat 
east of the center of the synclinal struc- 
ture. The rock outcrop on either side 
of the river is Wasatch conglomerate 
made up of fine grit, coarse sand, small 
pebbles and rocks to the size of 6 to 8 
inches in diameter. Owing to the over- 
burden at this site an earth-fill dam is 
the only type of dam economically 
feasible. The overburden across the 
river bottom consists of 25 to 30 feet of 
soil underlaid by about the same thick- 
ness of sand and gravel of a more or less 
pervious nature. The abutment slopes 
at either end of the dam carry a fairly 
heavy cover of clay, sand, and gravel 
over sandstone and conglomerate at 
different points. 

FOUNDATION TESTING 

Testing of the foundation was carried 
on at different times since 1905, both by 
private interests and this bureau. About 
30 holes and pits were sunk on the dam 
and spillway site, but only a part of these 
extended to the underlying sandstone or 
conglomerate. The left abutment was 
tested sufficiently to locate solid rock for 
the outlet tunnel, but the test pits on the 
spillway location did not develop rock on 
which to locate the spillway gate struc- 
ture. The lower end of the spillway 
channel lining will be located in con- 
glomerate of poor quality. 

A survey of the available material for 
the embankment included the sinking of 
various test pits and indicated three 
available borrow pits. One of these is 
located on the west side of the river above 
the dam, in which the depth of material 
varied from 15 to 60 feet and which 
contains about 1,700,000 cubic yards. 
Another is on the east side of the river 
between the dam and Echo Creek and 
varies from 20 to 30 feet in depth and 
contains approximately 600,000 cubic 
yards. The other one is a short distance 
above the dam on the east side of the river, 
varies from 20 to 40 feet in depth, and 
contains about 800,000 cubic yards. The 
material in the first mentioned pit and 
from the area just below the dam on the 
same side of the river and adjacent to the 
spillway channel will probably be used 
for the clay, sand, and gravel portion of 
the embankment. 

The river bottom both above and below 
the dam site was prospected very thor- 
oughly for concrete aggregates, and an 
abundant supply of fairly well graded 
aggregates was found in three separate 
areas or districts. These areas were 



tested by open test pits and samples of 
the material were submitted to the Bureau 
of Standards in Denver for concrete com- 
pression tests which indicated a very 
satisfactory product, structurally sound 
and fairly well graded for the class of 
work for which it was desired. 

The testing of the dam and spillway 
sites and of the borrow pits for the differ- 
ent classes of material involved the digging 
of 71 test holes which totaled 1,235 feet 
of hole. The major part of this testing 
was done in the winter of 1924 and 1925. 

THE DAM 

Serious consideration was given to the 
adoption of a sluiced embankment of the 
Tieton Dam type, but this type of dam 
was eliminated owing to considerations 
of design and economy. Stability studies 
indicated that the puddle core would 
occupy an unusually large portion of the 
section of the dam owing to the gradation 
of the available materials, and there was 
serious question as to the stability of the 
slopes during construction. The analyses 
of the available embankment materials 
indicated that only about an average of 
9 per cent of the material is gravel over 
1 inch in diameter. If a sluiced em- 
bankment was built, the puddle core 
would necessarily have to be located near 
the center of the dam which would move 
the deep cut-off trench a considerable 
distance downstream from its adopted 
location, reducing very materially the 
percolation distance below the cut-off. 

The cut-off trench, which will be ex- 
cavated through the sand and gravel of 
the river bed to the underlying conglom- 
erate, will be backfilled with earth, 
sprinkled, and rolled as a part of the earth- 
fill portion of the dam. In the bottom 
of this cut-off trench will be built a con- 
crete cut-off wall keyed into the under- 
lying conglomerate and extending a dis- 
tance of 12 feet into the earth of the cut-off 
trench. On either abutment and above 
the sand and gravel area the concrete 
cut-off wall will be constructed in a cut-off 
trench excavated with vertical side walls 
wherever feasible. On the left abutment 
it is contemplated that a portion of the 
concrete cut-off will have to be con- 
structed in stoped excavation owing to the 
nature of the formation as disclosed by the 
drill holes which indicate a pervious layer 
of material overlying the conglomerate 
and sandstone and underlying the more 
impervious material on which the radial 
gate spillway structure will be located. 



September, 1928 



NEW KECLAMATION ERA 



135 




136 



NEW RECLAMATION ERA 



September. 1928 



Material for the embankment will 
probably bo obtained from borrow pits 
at the left abutment end of the dam within 
a radius of a quarter of a mile of the end of 
the dam. The material is a mixture of 
clay, sand, gravel, and cobbles with very 
little material over 1 inch in diameter. 
The following is the analysis of a typical 
sample of the material for the embank- 
ment as taken from the left abutment 
above the dam : 



Material 



Gravel 

Fine gravel 

Coarse sand 

Medium sand 

Fine sand 

Very fine sand 

Silt.... --- 

Clay 



Size 



Millimeters 

Over 2 

2-1 

1-0.5 

0.5-0.25 

0.25-0.1 

0.1-0.05 

0.05-0.005... 
0.005-0.000... 



Per cent 



13.0 

1.0 

1.6 

2.2 

15.5 

32.0 

19.3 

15.4 



The embankment will consist of a 
sprinkled and rolled fill having a theoreti- 
cal top width of 20 feet and upstream and 
downstream slopes of 3 to 1 and 2 to 1, 
respectively. The upstream and down- 
stream slopes are each broken at elevation 
5,480 or 90 feet below the crest, by a berm 
20 feet in width. On the downstream 
slope this 20-foot berm will be the top of 
the conglomerate fill which will serve the 
purpose of a downstream cofferdam during 
construction. The slopes of the conglom- 
erate fill will be 2 to 1 on both sides. It 
is assumed that the material for this 
conglomerate fill will be obtained from the 
outlet tunnel and spillway channel exca- 
vations and from borrow. 

The downstream portion of the em- 
bankment will be composed of gravel and 
cobbles, the top slope being 2 to 1 and 
the under slope 1.6 to 1 with a top width 
of 10 feet at the top of the dam. The 
upstream slope of the embankment will 
be protected above the 20-foot berm at 
elevation 5,480 by a 4-foot layer of dumped 
conglomerate riprap. The remainder of 
the fill will be composed of clay, sand, 
gravel, and cobbles deposited in 8-inch 
layers moistened to such an extent as to 
secure maximum consolidation and rolled 
with a roller weighing at least 2,000 
pounds per linear foot of tread and making 
at least three passes over each portion of 
each 8-inch layer. The contractor pro- 
poses to use a Rohl roller for compacting 
the fill. 

The theoretical top width of the dam of 
20 feet will be increased to 25 feet by the 
construction of a reinforced concrete 
cantilever wall or parapet extending 3 
feet above the top of the dam. 

SPILLWAY 

A flood discharge of 15,000 second-feet 
will be provided for by means of an open 
concrete-lined spillway channel located 



in the left abutment. Spillway discharge 
will be controlled by four 18 by 17 foot 
motor-operated radial gates mounted in a 
reinforced concrete structure located in 
line with the crest of the dam. 

The spillway discharge capacity at 
normal water surface of 15,000 second-feet 
is approximately three times the maxi- 
mum flood of record in the Weber River 
at the gauging stations at Devil's Slide 
just below the mouth of Lost Creek and 
about 9 miles downstream from the dam. 
The principal streams entering the Weber 
River between the dam site and the gaug- 
ing station are Echo Creek and Lost 
Creek, the discharge of the latter being 
estimated at 11 per cent of the total dis- 
charge of the Weber River at the Devil's 
Slide gauging station. 

The radial gate structure and the upper 
part of the spillway channel lining will 
be located on earth and the lower part of 
the spillway channel on conglomerate 
rock. The gate structure and channel 
lining will be heavily reinforced through- 
out and underdrained to prevent the de- 
velopment of uplift pressures. At the 
lower end of the concrete lined portion of 
the spillway channel a stilling pool or 
basin will be provided. The bottom 
width of the spillway channel is 30 feet 
and the side slopes 1 to 1. The thickness 
of the spillway channel lining will be 12 
inches on the slopes and 15 inches on the 
bottom of the stilling pool. The sides of 
the spillway gate structure will consist of 
counterforted retaining walls, one side 
supporting the dam embankment and the 
other the natural earth. 

Provision will be made in the concrete 
of the radial gate setting for the installa- 
tion of automatic control apparatus for 
the two outside radial gates. Float cham- 
bers will be formed in the inside piers for 
the two outside gates and these float 
chambers connected to the reservoir by 
means of pipes buried in the concrete floor 
with intakes at the upstream edges of the 
spillway approach channel lining. 

OUTLET WORKS 

Reservoir storage will be discharged 
through a tunnel in the left abutment and 
regulated by means of two 60-inch bal- 
anced needle valves. These valves will 
be mounted at the lower end of 72-inch 
steel pipes which will extend from the 
needle-valve house at the downstream toe 
of the dam to the emergency-gate structure 
in the outlet tunnel under the crest of 
the dam. In this emergency-gate struc- 
ture the 72-inch pipes will connect to two 
5 by 6 foot high-pressure slide gates which 
in turn will be connected to a 14-foot 
diameter concrete-lined pressure tunnel 
extending to the upstream toe of the dam. 
At its upstream end the tunnel entrance 
will be protected by a reinforced concrete 



trash-rack structure having a net area of 
1,200 square feet or seven and four-tenths 
times the cross-sectional area of the tunnel. 
Thus with the maximum capacity of the 
two 60-inch valves the velocity through 
the trash racks will be only 1.67 feet per 
second. Access to the emergency-gate 
structure from the remote control house 
on the crest of the dam will be by means 
of a vertical shaft 6 feet in diameter in 
which will be installed metal spiral stairs. 

The outlet tunnel will serve to by-pass 
the flow of the river past the dam site 
during the construction period. With this 
scheme of river diversion it will be neces- 
sary to drive the tunnel, line it with con- 
crete, and build the trash-rack structure 
before the river is diverted. Various 
schemes of installing the high-pressure 
gates in the emergency-gate structures 
were studied and presented to the con- 
tractor. The one finally adopted by the 
contractor is to drive a by-pass tunnel 
around the emergency-gate structure so 
that the gates may be installed as soon as 
convenient and the outlet tunnel com- 
pleted early in the construction period 
except for the installation of the steel 
pipe. Thus when the dam is completed 
it will only be necessary to plug the by- 
pass around the emergency-gate structure, 
construct the valve house superstructure, 
and install the 72-inch steel pipes and60- 
inch valves to complete the outlet works. 

The 60-inch balanced needle valves will 
be located in a reinforced concrete valve 
house at the lower end of the outlet tunnel 
and adjacent to the spillway channel. 
The valves will discharge into a stilling 
pool connecting to the stilling pool of the 
spillway channel. 

The maximum discharge of each valve 
under full reservoir head of 110 feet on 
the center of the valve is estimated to be 
between 1,000 and 1,100 second-feet. 

The 5 by 6 foot high-pressure emergency 
slide gates will be operated by oil pres- 
sure, and oil pumps and motors in dupli- 
cate will be located in the remote control 
house on the crest of the dam and in the 
valve operating house at the lower end 
of the tunnel with high-pressure piping 
leading from both pump installations to 
the emergency-gate chamber. Thus the 
gates may be operated either from the 
valve house at the downstream toe of the 
dam or from the remote control house on 
the crest of the dam. 

Entrance to the emergency-gate cham- 
ber may be made either through the 
spiral-stairway shaft from the top of the 
dam or through the valve house and 
tunnel along a timber walk to be con- 
structed between the two 72-inch steel 
pipes. 

The tunnel upstream from the emer- 
gency-gate structure will be a 14-foot 
(Continued on page 137) 



September, 1928 



NEW RECLAMATION ERA 



137 



Law Notes of Interest to the Reclamation Projects 

A Stale has no power lo lax a dealer on gasoline sold by Ike dealer lo the Federal Government 



T^ilE case of Panhandle Oil Co. v. Missis- 
sippi, decided by the Supreme Court 
of the United States on May 14, 1928, 72 
L. ed. (p. 517 of advance sheets of L. ed.), 
was a suit brought by the State of Missis- 
sippi against the appellant, Panhandle Oil 
Co., for a tax alleged to be due to the State 
on gasoline sold by the company to the 
Federal Government for use of its Coast 
Guard fleet and veterans' hospital. 

The supreme court of the State held the 
tax valid and ordered judgment against 
the company. 

On appeal to the Supreme Court of the 
United States, the Federal Supreme Court 
reversed the State court and held the 
attempted tax void on account of conflict 
with the Federal Constitution. The 
opinion of the court was written by Justice 
Butler, Justices Brandeis and Stone con- 
curring. Justices Holmes and McRey- 
nolds filed dissenting opinions. 

The opinion of the court is as follows: 

Chapter 116 of the Laws of Mississippi 
of 1922 provided that "any person 
engaged in the business of distributing 
gasoline, or retail dealer in gasoline, shall 
pay for the privilege of engaging in such 
business an excise tax of Ic (one cent) per 
gallon upon the sale of gasoline * * *," 
except that sold in interstate commerce 
or purchased outside the State and 
brought in by the consumer for his own 
use. Chapter 115, Laws of 1924, increased 
the tax to 3 cents and chapter 119, Laws 
of 1926, made it 4 cents per gallon. Since 
some time in 1925 petitioner has been 
engaged .in that business. The State 
sued to recover taxes claimed on account 
of sales made by petitioner to the United 
States for the use of its Coast Guard 
fleet in service in the Gulf of Mexico and 
its veterans' hospital at Gulfport. Some 
of the sales were made while the act of 
1924 was in force and some after the rate 
had been increased bv the act of 1926. 



Accordingly the demand was for 3 cents a 
gallon on some and 4 cents on the rest. 
Petitioner defended on the ground that 
these statutes, if construed to impose 
taxes on such sales, are repugnant to the 
Federal Constitution. The court of first 
instance sustained that contention and the 
State appealed. The supreme court held 
the exaction a valid privilege tax measured 
by the number of gallons sold, that it was 
not a tax upon instrumentalities of the 
Federal Government, and that the United 
States was not entitled to buy such gaso- 
line without payment of the taxes charged 
dealers. (147 Miss. 663, 112 So. 584.) 

The United States is empowered by 
the Constitution to maintain and operate 
the fleet and hospital. (Art. I, sec. 8.) 
That authorization and laws enacted pur- 
suant thereto are supreme (Art. XI); 
and, in case of conflict, they control State 
enactments. The States may not bur- 
den or interfere with the exertion of 
national power or make it a source of 
revenue or take the funds raised or tax 
the means used for the performance of 
Federal functions. (McCulloch v. Mary- 
land, 4 Wheat. 316, 425, et seq. 4 L. ed., 
579, 606; Dobbins v. Erie County, 16 
Pet. 435, 448, 10 L. ed. 1022, 1027; 
Ohio v. Thomas, 173 U. S. 276, 43 L. 
ed. 699, 19 Sup. Ct. Rep. 453; Choctaw, 
O. & G. R. Co. v. Harrison, 235 U. S. 
292, 59 L. ed. 234, 35 Sup. Ct. Rep. 27; 
Indian Territory Illuminating Oil Co. v. 
Oklahoma, 240 U. S. 522, 60 L. ed. 779, 
36 Sup. Ct. Rep. 453; Johnson v. Mary- 
land, 254 U. S. 51, 65 L. ed. 126, 41 Sup. 
Ct. Rep. 16; Clallam County v. United 
States, 263 U. S. 341, 344, 68 L. ed. 328, 
331, 44 Sup. Ct. Rep. 121; Northwestern 
Mut. L. Ins. Co. v. Wisconsin, 275 U. S. 
136, ante, 65, 48 Sup. Ct. Rep. 55; New 
Brunswick v. United States, 275 U. S. 
, ante, 104, 48 Sup. Ct. Rep. 20.) 
The strictness of that rule was empha- 
sized in Gillespie v. Oklahoma (257 U. S. 
501, 505, 66 L. ed. 338, 340, 42 Sup. 
Ct. Rep. 171). The right of the United 
States to make such purchases is derived 
from the Constitution. The petitioner's 
right to make sales to the United States 



Echo Dam, Salt Lake. Basin Project, Utah 



(Continued from page 136) 



diameter horsehoe section concrete lined. 
The average thickness of the concrete lin- 
ing will be 12 inches. This section of the 
outlet tunnel will always be subject to 
internal as well as external pressure. The 
emergency-gate chamber although lo- 
cated in rock has been designed to resist 
external pressure and will have in addi- 
tion an elaborate system of drainage be- 
tween the concrete and rock for the pur- 
pose of preventing reservoir pressure. 
The tunnel below the emergency-gate 
structure and in which the two 72-inch 
steel pipes will be mounted will have a 
system of weep holes on either side to re- 



lieve any water pressure. The drains sur- 
rounding the emergency-gate structure and 
the weep holes in the lower section of the 
tunnel will drain into the tunnel and dis- 
charge through the balanced needle-valve 
house in an 18-inch sewer-pipe drain into 
the outlet and spillway stilling pool. 

The accompanying drawing gives the 
general plan and sections of the dam and 
appurtenant works, showing the various 
types of construction and details of the 
crest and cut-off walls 

The A. Guthrie Co., of Portland, Oreg., 
has the contract for the construction of 
the dam. 



was not given by the State and does not 
depend on State laws; it results from the 
authority of the National Government 
under the Constitution to choose its own 
means and sources of supply. While Missis- 
sippi may impose charges upon petitioner 
for the privilege of carrying on trade that 
is subject to the power of the State, it may 
not lay any tax upon transactions by which 
the United States secures the things desired 
for its governmental purposes. 

The validity of the taxes claimed is to 
be determined by the practical effect of 
enforcement in respect of sales to the 
Government. (Wagner v. Covington, 251 
U. S. 95, 102, 64 L. ed. 157, 167, 40 Sup. 
Ct. Rep. 93.) A charge at the pre- 
scribed rate is made on account of every 
gallon acquired by the United States. It 
is immaterial that the seller and not the 
purchaser is required to report and make 
payment to the State. Sale and pur- 
chase constitute a transaction by which 
the tax is measured and on which the 
burden rests. The amount of money 
claimed by the State rises and falls pre- 
cisely as does the quantity of gasoline so 
secured by the Government. It de- 
pends immediately upon the number of 
gallons. The necessary operation of 
these enactments when so construed is 
directly to retard, impede, and burden 
the exertion by the United States of its 
constitutional powers to operate the fleet 
and hospital. (M'Culloch v. Maryland, 
supra, 436, 4 L. ed. 608; Gillespie v." Okla- 
homa, supra, 505, 66 L. ed. 340, 42 Sup. 
Ct. Rep. 171; Jaybird Min. Co. v. Weir, 
271 U. S. 609, 613, 70 L. ed. 1112, 1114, 46 
Sup. Ct. Rep. 592.) To use the number of 
gallons sold the United States as a measure 
of the privilege tax is in substance and legal 
effect to tax the sale. (Western U. Teleg. 
Co. v. Texas, 105 U. S. 460, 26 L. ed. 1067; 
Frick v. Pennsylvania, 268 U. S. 473, 494, 
69 L. ed. 1058, 1064, 42 A. L. R. 316, 45 
Sup. Ct. Rep. 603.) And that is to tax 
the United States -to exact tribute on its 
transactions and apply the same to the 
support of the State. 

The exactions demanded from petitioner 
infringe its right to have the constitu- 
tional independence of the United States in 
respect of such purchases remain untram- 
meled. (Osborn v. Bank of United States, 
9 Wheat. 738, 867, 6 L. ed. 204, 234; West- 
ern U. Teleg. Co. v. Texas, supra. Cf. 
Terrace v. Thompson, 263 U. S. 197, 216, 
68 L. ed. 255, 274, 44 Sup. Ct. Rep. 14.) 
Petitioner is not liable for the taxes claimed. 

Judgment reversed. 

This decision will be of importance on 
many of the projects operated by the Bu- 
reau of Reclamation, as it will enable 
gasoline dealers to quote prices to the 
Government without including the State 
tax in the price bid. B. E. Stoutemyer, 
district counsel. 



The type of canal construction in many 
cases determines the method of deliver- 
ing water and prevents the use of other 
and possibly better methods without 
making expensive changes. 



138 



NEW RECLAMATION ERA 



Scplmilicr, 192S 



-1"*% 

f J Reclamation Project Women and Their Interests 

By Mae A. Schnurr, Secretary to the Commissioner and Associate Editor New Reclamation Era 




To Readers of this Section 

I^HE writer has just returned from 
Europe and in the thought that you 
will be interested will, in the near future, 
Rive an account of the trip. 

Observations as to the things entering 
into the effective agricultural develop- 
ment of such outstanding countries as 
Denmark will be given, as well as a nar- 
ration of the places of historic note we 
visited. I hope to have some photo- 
graphs. 

September 

One of the finest months in the year in 
Washington and indeed in all the territory 
covered by our projects. 

As soon as Labor Day is over the chil- 
dren begin to count the days until they 
return to school. Probably this early 
training in all of us makes us experience a 
feeling of seriousness as we look forward 
to the fall and winter months. We plan 
things we want to accomplish and there 
is a sincerity and zest about our plans 
that we could not possibly create during 
the warm days of the summer months. 

When I was in school I recall that it was 
just about this time that I would set a 





goal far above any I had ever reached be- 
fore, but it was something to work for. 

I still do that, and it is surprising how 
interesting everything becomes that you 
do on this basis. 

PROJECT BOY AND GIRL 

To the school boy and girl we would 
say take a more active part in all school 
activities. Success of school programs 
can only come when each member of the 
student body is interested and willing to 
do his or her share. 

Most of the projects offer wonderful 
school facilities. 

GROWN-UPS 

Planning the return of the boys and 
girls to school presents all sorts of prob- 
lems, and to enter genuinely into the 



spirit of it the grown-ups should als 
plan what can be done to assist in their 
education. 

Probably you haven't given the matter 
any thought, but education and social 
affiliation are two mighty character 
builders when properly combined. 

The good roads and the automobile 
defy distance. What was formerly an 
isolated farm is a homestead with many 
advantages. Lectures, concerts, fairs, 
etc., are the means of assisting in the 
education of the young and keeping alert 
the minds of the grown-ups. 

Do you remember when you were 
growing up how you loved to do things 
with others? Live the children's lives 
with them and see how much richer you 
will both be as a result. This is one of 
the points of child psychology that has 
definitely been recognized as effective. 



Correctly Fitted Shoes Essential for Well-being and Health 



Is anything more tiring and actually 
painful than to stand all day in shoes that 
are a misfit? 

When you visit a shoe store it is a help 
to know exactly what sort of shoe you 
ought to wear, and not to accept any other 
type. No one but yourself can tell how 





Shoes made on proper and improper lines. A and 
rounded toe. C and D objectionable. Note the 
the foot; also the too pointed toe in D 



B satisfactory. Note the straight inner line and 
curve outward from the naturally straight line of 



your foot feels inside of the shoe you try 
on. If new shoes are correctly fitted, 
they will be comfortable from the start. 
They will not need "breaking in." A 
good salesman can help you because of 
his knowledge of his available stock in 
your size, but you are the final judge of 
the comfort of the shoe. 

Shoes should always be fitted with the 
entire weight of the body on the feet, as 
the feet are then at their largest. The 

swing" or general direction of the shoe 
should be the same as that of the foot. 
It should not tend to twist the foot out of 
its normal position. The illustration 
shows shoes of correct and incorrect lines. 
Correct shoes have a straight inner line 
and rounded toe characteristic of the 
normal foot. Toes that slope away from 
this naturally straight inner line, and toes 
that are too pointed, are certain to distort 
the foot. The one-sided appearance of a 
worn shoe is usually due to an incorrect 
.swing, which has caused the ball of the 
foot to rest at one side of the shoe, rather 
than straight in the middle. 

Shoes that fit correctly permit standing, 
walking, and quick turning in comfort and 
safety. A normal erect position of the 
body can be kept in such shoes without 
undue strain or discomfort. The feet, 
while snugly supported, are not cramped 
or crowded, and a firm, full tread is possi- 
ble. Much depends also on the height 



September, 1928 



NEW RECLAMATION ERA 



139 




These shoes seemed beyond repair, but 



They were made to look like this 



and shape of the heels, which should be 
moderate, and nearly as broad through- 
out as the heel seat of the shoe, tapering 
but little. 

Many shoes are too small for the wearer. 
This is an especially serious fault when 
they are too short. During wearing a 
shoe may spread, but it will not become 
longer. There should be a good half-inch 
of empty space beyond the toes in a broad 
or well-rounded shoe. In more pointed 
shoes there should be more space. 

Shoes that are too large are also a misfit. 
With too much play in the shoe the foot 
is not snugly supported. Blisters are 
often formed, especially on the heel, by 
the rubbing of the foot against the inside 
of a shoe that is too large. Incidentally, 
neglect of foot blisters may result in 
serious infection. 

Aside from any consideration of health 
and comfort, shoes for young and old 
alike are easier on the family budget if of 
correct design and fit. Such shoes do not 
soon lose their original attractiveness and 
shape and they wear longer. 

REPAIR SHOES PROMPTLY 

Good care of shoes includes prompt 
repair. It is never true economy to 
wear down-at-the-heel, dilapidated shoes. 
Such shoes neither protect the feet nor 
properly support the body. What might 
be saved in leather may be paid even- 
tually to foot specialists and doctors. 
The minute a seam begins to rip, the 
upper cracks through, a heel twists out 
of shape or runs down, or a hole wears 
through the outsole, the shoe needs 
mending. If the necessary bit of re- 
pairing is put off, the shoe may be so 
badly worn that it is no longer worth 
mending, and from $2 to $5 will be lost 
by neglect. This is particularly true if 
the welt is worn away or the insole is 
worn through. 

Heels should always be kept "squared 
up." When they begin to run down on 



one side both the shoes and the body are 
put under a strain. The shoes are soon 
permanently twisted out of their normal 
position and shape, and the feet, ankles, 
and legs may be twisted also. Unless 
the leather or rubber list on wooden heels 
is promptly replaced when it wears away 
the covering of the wooden part is cut 
through and may have to be replaced, 
sometimes an expensive job because of 
the difficulty in matching the material 
in the rest of the shoe. 

Ripped seams in the uppers can fre- 
quently be stitched at home. A handy 



person, with the aid of a repair kit, can put 
on new heel lifts, rubber heels, half soles, 
and metal heel or toe plates without 
much difficulty. 

The equipment necessary for repairing 
shoes includes a last holder, three or 
four iron lasts of different sizes, a shoe- 
maker's hammer, a pair of pinchers, one or 
two leather knives, a leather rasp or file, 
awls, nails for soles and heels, flax shoe 
thread, bristles, and wax. These articles 
or made-up repair kits are sold by dealers 
in hardware or shoe findings and by some 
mail-order houses. 



Making Reclamation a Success 



/"iNE of the most constructive editorials 
^ among the many which have been 
written discussing the problems of recla- 
mation appeared in a recent issue of Sun- 
set Magazine, in which the editor points 
out that the most expensive way of put- 
ting Federal irrigated land into the hands 
of competent, qualified settlers often is 
the cheapest in the long run. His theme 
is that it would pay the Government to 
conduct an intelligent high-power selling 
campaign even if the cost should reach 20 
or 25 per cent of the selling price, on the 
ground that the sooner the land is made 
fully productive the cheaper it will be in 
the long run. However, he hastens to 
add that such a sales campaign would end 
in disaster unless the Government carries 
out the following program: 

"Select buyers who are really qualified 
by experience and temperament to make 
a success of the venture. 

"Reject prospective buyers unless they 
have sufficient money to get a good 
start. 

"Sell the land to the selected settlers 
at a reasonable price and spread the pay- 
ments over a long term of years. 



"Make loans for improvements to the 
settlers, these loans also to be repayable 
over a long term. 

"Supply expert advice and guidance to 
direct the productive efforts of the settlers 
into the right channels. 

"Organize the settlers for cooperative 
buying and selling. 

"Thereafter make the settlers stand 
strictly on their own feet and meet their 
obligations without a political shoulder 
to weep on. 

"That, in substance, is the program 
recommended by a conference of recla- 
mation and colonization authorities. It is 
a good program. It will work provided 
somebody will put up enough money to 
start it going and provided the right man 
is found to carry it out. It takes money, 
brains, and experience to make this pro- 
gram work, and of these three the last two 
are just as important as the first." 



The field of irrigation management dur- 
ing the present century has broadened 
more and more as numerous enterprises 
have been brought from the construction 
to the operation stage. 



140 



NEW RECLAMATION ERA 



September, 1928 



Secondary Project Investigations 



"CV'NDS for investigation of secondary 
projects become available from Fed- 
eral appropriations and through contribu- 
tions by States, associations, or individu- 
als for expenditure by the United States. 
Where funds from other soirees than 
Federal appropriations are used, con- 
tracts must be entered into between the 
United States and such parties covering 
the scope and mode of operations for the 
proposed work and providing for final re- 
port, and such contract must be executed 
for the United States prior to expenditure 
of funds. As a general rule, contributed 
funds are provided on a 50-50 basis, and it 
is desirable that the contributed funds be 
deposited materially in advance of the 
time they are to be used. Appropria- 
tions lapse at the end of the fiscal year for 
which they are made and can be expended 
thereafter only to the extent that they 
have been encumbered by contracts en- 
tered into before the end of such fiscal 



year. 



SUPERVISION 



All engineering investigations are under 
the direct supervision of the chief engineer 
at Denver, and all agricultural and eco- 
nomic investigations and soil surveys are 
under the direct supervision of the director 
of reclamation economics at Washington. 
The office supervising the work must at all 
times be kept fully advised of develop- 
ments and of any changes in plans that 
become advisable or desirable, in order 
that all phases of the work will be com- 
pleted with available funds. 

AUTHORIZATION, ALLOTMENTS, AND 
ESTIMATES 

Upon receipt of advice that a proposed 
investigation is authorized either through 
the execution of a cooperative contract or 
pursuant to legislation and appropria- 
tion, an allotment advice (Form 7-680) 
will be prepared in the supervising office 
and submitted to the commissioner for 
approval. Upon approval thereof the 
engineer or economist who has been se- 
lected to make the investigation will be 
advised of funds available and of the scope 
of the investigation, so that he may pre- 
pare his program and submit estimate and 
authority for the work for approval. 

ACCOUNTING AND COST KEEPING 

Separate fund and cost accounts for 
each investigation are maintained in the 
Denver office, and monthly statements 
thereof will keep field men advised of the 
status of the available funds at the end of 
each month. 



By E. B. Debler. HyJrographic Engineer, Deneer Office 

All items connected with the expendi- 
ture such as time books, invoices, vouch- 
ers, transfers, memorandum copies of 
transportation requests, etc., should be 
forwarded promptly to the Denver office 
for payment and entry. At the Denver 
office accounts for secondary projects are 
closed on or before the 12th of the month, 
and it is necessary that all items of cost 
incurred during a previous month be re- 
ceived prior to that date in order to insure 
correct cost reports. 

Prior to approval of a project for con- 
struction and appropriation therefor, all 
costs are charged to examination and 
surveys. 

The costs are distributed to the classes 
of work under investigation such as recon- 
naissance, hydrography, topography, ca- 
nal location, soil surveys, drilling, esti- 
mates, etc. Sufficient information and 
recap should accompany each time book, 
invoice, or voucher sent for payment to 
permit proper classification of costs in- 
curred.' Unit quantities of work accom- 
plished each month and to date, such as 
acres of topography or soil surveys, miles 
of canal location, linear feet of drilling, 
etc., should be given each month so that 
unit costs of the work may be available. 

Investment in equipment is carried in a 
general account for this purpose and each 
investigation is charged with accrued 
depreciation each month. With com- 
pletion of such investigation a revaluation 
is made of equipment returned and 
accounts for the investigation are adjusted 
to carry ttie actual net aggregate depre- 
ciation and loss. 

FIELD PURCHASES 

The prices of many articles in general 
ise by Government activities, and on 
which the retail price is fixed by the man- 
ufacturer, such as automobile parts or 
tires, are fixed in general contracts by the 
Government with the manufacturer, and 
no higher price may, except in emergency, 
be paid therefor. Stationery, office equip- 
ment, engineering supplies, and equip- 
ment must be procured by transfer or 
through the Denver office. In general, 
field purchases should be limited to items 
of small cost not in general use, and on 
which transportation from other points 
would not be justified. 

Cash payments in the field must be lim- 
ited to unavoidable procurement of the 
needed service or materials when direct 
payment through the Denver or other 
office is impractical, and a very strict 
observance of this rule must be exercised. 



When on travel status, expense accounts 
must show the time of leaving and arrival 
for each trip, and except for personal serv 
ice to the payee must carry a full descrip- 
tion of items to be paid with receipted 
subvoucher or statement on the firm's let- 
terhead. All travel must be authorized 
and covered by appropriate travel order. 

PERSONNEL 

Assignment of employees in positions 
such as clerks, appraisers, engineering and 
economic aides, etc., will be made through 
the supervising office. Engineers and 
economists in charge of work are author- 
ized to employ laborers or other persons 
for unclassified and registered noneduca- 
tional positions. Suitable memorandum 
of employment must be submitted on card 
Form 7-808 for laborers and other un- 
classified positions, and on card Form 
7-807 for registered positions. The rate 
of pay may not exceed rates shown on the 
approved organization sheet. 

New employments in positions subject 
to field classification must be at the mini- 
mum rate for the grades to which the po- 
sition has been allocated, unless prior 
approval shall be secured from the depart- 
ment to do otherwise. Job classification 
sheets on personnel classification board 
Form No. 4 must be submitted to the 
supervising office in triplicate in connec- 
tion with all new positions subject to field 
classification. Civil Service Commission's 
Form 2290 should be filled out and for- 
warded to the supervising office in con- 
nection with all new employments in reg- 
istered positions. 

All personnel papers, including memo- 
randum of employment and civil-service 
records, must be forwarded to the super- 
vising office for record. 

SALARIES AND WAGES 

Payment for service earnings and travel 
expenses will be made by the supervising 
office. Promptly at the end of each 
month time book (Form 7-812) showing 
the name, pay-roll designation, rate of pay, 
period of employment, amount earned, 
deductions, if any, and amount due, in 
the case of each employee, must be for- 
warded for vouchering and payment. In 
order that appropriate civil-service reports 
may be prepared in the Denver office, pen- 
cil notation should be made in each time 
book submitted showing any change in 
status, such as new employment, changes 
in designation, change in salary, termina- 
tion of appointment, etc., during the 
month. 



September, 1928 



NEW RECLAMATION ERA 



141 



MONTHLY REPORTS 

At the end of each month the engineer 
or economist, or some one designated by 
him, will prepare a monthly report of 
work accomplished, forwarding the orig- 
inal and one duplicate to the chief engi- 
neer and copy to others interested. This 
information is combined in a general 
monthly report on secondary investiga- 
tions to the commissioner, which is for- 
warded from the Denver office on or 
before the 7th of each month to the 
Washington office. It is only through the 
receipt of such monthly reports that the 
commissioner and supervising offices can 
keep in close touch with the work that 
is going on in the field on secondary 
investigations. The field monthly reports 
should include statements on 

(a) Work accomplished. 

(b) Proposed work for the following 
month. 

(c) Personnel employed. 

(d) Annual leave taken, in the aggre- 
gate. 

(e) Expenditures by the field forces 
during the past month, and estimated 
expenditure for the following month. 

(/) Report of auto mileage. 

(g) Diamond drill carbon depreciation 
or loss and other special reports required 
for cost-keeping purposes. 

(h) List of visitors. 

(i) Miscellaneous matters of interest. 

ASSUMPTIONS AND ESTIMATES USED IN 
REPORTS 

As the final report by the engineer or 
economist in charge must be approved 
by the supervising office and by the com- 
missioner before being released for public 
inspection, the proposed unit costs used 
in estimates, structure designs, typical 
canal sections, canal capacities, duty of 
water, bases of land and soil classification, 
cropping plans and other important fea- 
tures, should be submitted to the super- 
vising office for approval as early in the 
course of the investigation as possible, in 
order that the report may not have to 
be revised and rewritten before it can be 
recommended for approval. Very often 
such points have an important, if not con- 
trolling, influence in directing the trend 
of the investigation. If the report is 
prepared in rough draft, copy thereof 
should be submitted to the Denver office 
for review prior to final typing. 

FINAL REPORT 

The report should be typed in six to j 
eight copies depending on the extent to | 
which it may prove desirable to distribute ! 
copies thereof. Thin opaque but not 
onion skin paper should be used with 
ample margins, particularly on the binding 
edge. Typing should be double spaced. 
Standard report covers can be furnished 



by the supervising office. All original 
maps and drawings used in reports should 
be provided with a filing number before 
being printed. In the case of such ma- 
terial to be filed in the supervising offices, 
a project number will be furnished by such 
office upon request. Photographic films 
will be filed for record in the Washington 
office. 

The report should consist of a letter of 
transmittal to the chief engineer or direc- 
tor of reclamation economics by the engi- 
neer or economist in charge of the work, 
followed by a brief synopsis of the matters 
covered by the report, this in turn to be 
followed by a table of contents and the 
body of the report. Where the synopsis 
can be written in one or two pages it 
should be included in the letter of trans- 
mittal. The report should contain only 
sufficient general drawings, maps, and 
plans to permit a full understanding of 
the material discussed therein, but should 
not include, as a rule, detailed designs, 
plans, or lengthy computations. When 
it becomes necessary to include in the 
report voluminous maps, computations, 
and tabulations, these should be bound in a 
separate volume. Computation sheets, 
plans, and maps and other matter not 
placed in the report should be bound in 
a good cover and filed in the Denver 
office for future reference. While reports 
need not contain abstract treatises on 
water supply, engineering principles and 
design, drainage, economics, or agricul- 
tural problems, care must be taken to 
present at least the more important data 
underlying the various assumptions, esti- 
mates, and conclusions. Where important 
matters, from other reports are utilized, 
reference thereto is advisable. Recom- 



mendations bearing on matters of policy 
or tending to commit the department to a 
course of action looking toward construc- 
tion must be avoided. 

PUBLIC RELATIONS 

While everyone interested in the inves- 
tigations under way should be given 
opportunity to make suggestions thereon 
and be, in general, informed of the work 
under way, no part of the report should 
be furnished to outside parties without 
prior consent of the supervising office, 
until the report has been approved and 
release authorized by the commissioner. 

RECORDS 

Upon completion of the investigation 
all field correspondence files, compu- 
tation books, field books, detail maps, 
tracings, designs, drill cores, etc., will 
be sent to the Denver office or to a near-by 
project office in accordance with instruc- 
tions in regard thereto in each particular 
case. Copies should be made and re- 
tained of maps, data, and reports bor- 
rowed from other agencies and used in 
the course of the investigation. Data 
loaned by other agencies should be 
acknowledged upon receipt thereof and 
returned as promptly as possible. 



"PXCAVATION for the right and left 
abutments of Easton Dam, Kittitas 
division, Yakima project, was about 90 
per cent completed at the end of the 
month. Work was in progress on the 
excavation for the fishway and the erec- 
tion of a concrete plant. Construction 
of the earth dike north of the dam has 
been completed. 




Irrigated potatoes on a reclamation project 



142 



NEW RECLAMATION ERA 



September, 1928 



Proposed Reclamation of 

Paradise Valley, Arizona 



A N agreement was signed recently at 
^ the Department of the Interior 
which brings to an end a controversy that 
has lasted 20 years and makes possible 
the reclamation of Paradise Valley in 
Arizona, a desert area that has lacked 
only water to make it luxuriantly pro- 
ductive, and the production of consider- 
able electric power. 

The agreement was between the Salt 
River Valley Water Users' Association, 
the Verde River irrigation and power 
district, and the United States Govern- 
ment. It had to do with the distribution 
of the waters of the Verde River, a torren- 
tial stream of considerable flow which 
comes out of the mountains and pours 
itself into the desert and, at flood time, 
through the Salt, Gila, and Colorado 
Rivers into the Gulf of California. 

The waters of the Verde River were 
first used in Salt River Valley around the 
town of Phoenix. That district ad- 
mittedly had the prior right to the normal 
flow of the river. Its main source of 
water supply is from Roosevelt Reser- 
voir, on Salt River, the Government's 
prize reclamation project. But the Verde 
flows into the Salt River below Roosevelt 
Dam and supplements the supply. 

Under the document it is agreed that 
the flow of the Verde River that is neces- 
sary to supply tne water to which Salt 
River Valley is entitled shall be main- 
tained. The Paradise Valley people, 
however, may bond themselves or other- 
wise procure money and dam the Verde, 
thereby establishing a storage reservoir. 
They may use for irrigating their own 
Jands the water thus made available in 



addition to that to which the Salt River 
Valley is entitled. Thus stopping and 
storing the flood waters of the Verde 
will provide considerable amounts of 
irrigation water. The land to which it 
may be carried by gravity canals is ideal 
for reclamation. It is immediately ad- 
jacent to that of Salt River Valley which 
has already proven its ability to produce 
under irrigation almost unbelievable re- 
turns. Salt River Valley is orange and 
grape fruit land and rushes many train- 
loads of early vegetables to the eastern 
market every year. 

The present contract does not provide 
for the actual development of the area but 
merely lays the basis for it. The first 
task is to ascertain the amounts of water 
available for storage and the amount of 
land that it will reclaim. The Govern- 
ment will be a party to this determination. 
Its Geological Survey has the record by 
actual measurement of the water that 
has flowed down the Verde for decades 
part. The Bureau of Reclamation has 
the record of the amounts needed to irri- 
gate given acreages in this region. With 
a known amount of water the area to be 
reclaimed will be laid out. Some 80,000 
acres are available. One view is that all 
of this may be reclaimed. Another is 
that there is not water for more than 
40,000 acres. When the facts are defi- 
nitely determined the lands to be re- 
claimed will be placed in an irrigation 
district and the water can be used only 
in that district. The lands outside it will 
be left to greasewood and cactus. 

The Government's interest in this area 
is increased by the fact that there are two 



Indian reservations in it and that water 
will be made available to Indian lands in- 
cluded in them. 

After all the points at issue are deter- 
mined the development of this land and 
power will not become a Government 
project. Private capital will build the 
dam, the power plants and canals, and 
control the project from the beginning. 
The Roosevelt Reservoir and the Salt 
River Valley reclamation were carried on 
directly by the Government and the money 
spent is being refunded by the land that 
was benefited. The project is managed 
by a "water users' association." That 
association is prosperous and has entered 
into various projects such as that of build- 
ing two additional dams for the develop- 
ment of additional electric power. The 
power generated is now more than carry- 
ing the operating expense of the entire 
project. The surplus revenues are being 
applied to the reduction of the construc- 
tion cost, resulting eventually in the bene- 
fits of water irrigation being without cost. 
Since the new development is so inter- 
woven with the Salt River Valley project 
it has been proposed that it merge itself 
with the older undertaking and this may 
be brought about. Whatever the method 
the present agreement promises to lead to 
the actual development of another great 
water storage project in the West and to 
the conversion of another desert area into 
a region of intense productiveness. 



A T the middle of the month approxi- 
"^ mately three-quarters of a million 
dollars had been paid out by sugar-beet 
growers in the North Platte Valley for 
hand labor on the crop. Men and women 
working in the fields were paid $10.50 
per acre on approximately 75,000 x acres 
for blocking, thinning, and hoeing the 
largest acreage of beets ever grown in the 
valley. 




Construction progress on Gibson Dam, Sun River project; Montana 



September, 1928 



NEW RECLAMATION ERA 



143 



Project Repayments 

Show Gratifying Gain 

Settlers under the reclamation projects 
of the Government did better on repay- 
ment of the charges against their lands 
last year than ever before. They paid 
into the Treasury on this account 
$4,903,000, as compared to $3,719,000 
the year previous. Thus the payments 
for the 1928 fiscal year exceeded those of 
1927 by $1,184,000, or more than 30 
per cent. 

This marked increase in repayments is 
attributed to two causes. The first of 
these is the fact that there is general 
prosperity on the reclamation projects 
and that money for repayments is con- 
sequently available. The second is the 
fact that there has been a general read- 
justment of the financial relations be- 
iween the Government and the reclama- 
tion project settlers, and that the new 
paying bases established for delinquents 
are such as to make satisfactory returns 
possible. 

It should be borne in mind that the 
Bureau of Reclamation has a revolving 
fund of about $166,000,000 invested in 
reclamation projects. The money so 
invested ultimately will be returned to 
that fund by those who are benefited. 
When it is returned it is then available 
for use in developing new projects. 
These are the returns that increased so 
greatly last year. Money received by 
the Government from the sale of public 
lands amounting to some $500,000 a year 
goes into the reclamation fund. Moneys 
received as royalties from oil leases also 
go into this fund. About $4,000,000 a 
year is now received from this source. 
The combined revenues received from all 
sources, and put into the development of 
reclamation projects will this year amount 
to about $15,000,000. A.11 the money is 
from established sources of income and 
.called for no appropriation from the 
Treasury. Naturally an increase in rev- 
<enues of more than $1,000,000 from re- 
payment sources is of material importance 
: to the bureau. It furnishes one of the 
reasons why the construction program is 
.greater this year than ever before. 

There are at present 24 operating proj- 
,ects presided over by the Bureau of 
Reclamation. The financial status of 
.these is such that 22 of them are now 
making regular repayments to the Gov- 
,ernment of the money advanced to them. 
There are but two completed projects 
?that have not yet reached a repayment 
Status. 



encouragement should be given 
(to the production and .marketing of better 



Irrigation in Japan 

By Dr. Toshi Ohashi, Chief Expert, Soil Reclamation Bureau, Ho^aiJo Government, Sapporo, Japan 



TRRIGATION in Japan is applied only 
" to rice, as all other crops need prac- 
tically no irrigation because of the 
abundant rainfall. 

The cultivated area of Japan is 29,000,- 
000 acres, of which more than 13,000,000 
acres are cultivated by irrigation (rice 
field). The cultivated acreage of Hok- 
kaido is now about 2,100,000 acres, of 
which 375,000 acres are planted in rice. 
The common methods of irrigation in 
Hokkaido are by means of natural streams 
or by water reserved for the purpose. 
Lately pumps are being installed for 
pumping water on the required lands, 
but the method is not as yet in popular 
use because of the expense. The protec- 
tive policy of Japan with reference to soil 
reclamation in Hokkaido is as follows: 

FINANCIAL AID TO SETTLERS 

For all irrigation systems on farms of 
2.5 acres or more the Government bears 
one-half of the expense. The Govern- 
ment subsidizes farming in Hokkaido by 
bearing 40 per cent of the expenses of the 
first preparation for rice fields. Irriga- 
tion of farms of more than 250 acres is 
usually conducted by corporations, but 
smaller farms are worked by individuals. 



Project Water Supply 

The month of July was generally 
very favorable for rapid crop growth, 
hot weather being prevalent except on 
Montana projects. Rainfall was ab- 
normal, except on far western projects, 
on the Montana projects largely obvi- 
ating the need for irrigation. Heavy 
rains and hail damaged crops on the 
North Platte, Elk River, and Sun 
River projects. Frosts occurred on the 
Klamath project. 

Stream flow was augmented by un- 
usual rains. Storage on hand is 
equal to or in excess of seasonal re- 
quirements, except on the Orland and 
Okanogan projects. On the Orland 
project the supply is sufficient with 
careful use to prevent material reduc- 
tion in crop production. At Oka- 
nogan the supply will be sufficient to 
produce a good crop and although less 
than a complete supply, will be be 
better than for a number of years past. 

For the same reservoirs, the storage 
on hand on July SI, 1928, was 
6,706,000 acre-feet, compared with 
7,348,000 acre-feet on the same date 
in 1927. 



Credit is being extended to these corpo- 
rations and farmers by the Hokkaido 
Colonial Bank. The Government also 
extends credit through this bank at 
the rate of 5.4 per cent to the cor- 
porations, but not to individuals. The 
rate of interest charged by the colonial 
bank is 7.9 per cent. The Government 
and colonial bank both extend credit to 
about the same amounts to the irrigation 
corporations. 

We have peat soil in Japan, found 
only in Hokkaido. The total acreage of 
peat soil there is 625,000 acres, of which 
about one-third is devoted to agriculture. 
The peat soil in Hokkaido belongs par- 
tially to the Hochmoor and Niedermoor 
types. That related to the Ubergang- 
moor is rare. Peat soils are distributed 
in the lower parts of the rivers and 
some along the seashore. Wherever 
possible, irrigation is used for the rice 
crop grown in peat soil, but where irri- 
gation is not possible we have crops 
such as rape seed, oats, buckwheat, and 
potatoes. 

The protective policy in regard to 
drainage in Hokkaido is that the Govern- 
ment shall dig main ditches for every 
1,250 acres. For the main ditches in 
fields of under 1,250 acres and for all 
branch ditches the Government bears 
one-half of the expense. For the soil- 
mixing systems in peat soil on farms of 
about one acre or more the Government 
bears also one-half of the expense. The 
Government subsidy of agriculture will 
not be made a second time should the 
necessity arise. 



Okanogan Apple Crop 

Promises Big Returns 

A recent issue of the Omak Chronicle, 
Okanogan project, Washington, states 
that an increase of approximately 50 per 
cent in this year's apple crop at Omak 
over that of last year has been predicted 
by the State's horticultural inspectors. 
Many growers are inclined to believe that 
this estimate is entirely too conservative 
and that the crop will run 75 to 80 per 
cent greater. 

"With the project on a new financial 
basis and ample water in sight and the 
best crop in several years on the trees, it 
seems that the agricultural outlook here 
is decidedly promising. Omak's apple 
crop was worth approximately $1,250,000 
last year. This year will see it making 
steadily toward the $2,000,000 mark." 



144 



NEW RECLAMATION ERA 



September. 1928 



Reclamation Organization Activities and Project Visitors 



DR. ELWOOD MEAD, Commissioner 
of Reclamation, left the Washington 
office on August 10 for an extended trip 
of inspection over a number of the 
reclamation projects. He expects to be 
away for several weeks, during which 
time P. NV. Dent will lie acting com- 
missioner. 

R. F. Walter, chief engineer, in com- 
pany with J. L. Savage, chief designing 
engineer, spent the entire month on an 
extended inspection trip by automobile, 
visiting the Orland, Klamath, Yakima, 
I'matilhi. Vale, Owyhee, Minidoka, Boise, 
and Sun River projects. 



Walter H. Olin, agricultural commis- 
sioner of the Denver & Rio Grande 
Western Railroad, and G. S. Kelch, 
general agent of the American Refrig- 
erator Transit Co., visited the Denver 
office recently in connection with the 
settlement of the Grand Valley project. 

A. Morrison, of the Water Conserva- 
tion and Irrigation Commission, of 
Sidney, New South Wales, Australia, has 
been investigating methods of the bureau, 
with particular reference to hydro- 
graphic work. 

I. E. Houk, engineer in the Denver 
office attended a meeting in Los Angeles 
of the Engineering Foundation Arch 
Dam Committee, and also inspected the 
uplift pressure pipes installed in the 
American Falls Dam. 



David I. Walsh has resigned his posi- 
tion in the drafting division of the Wash- 
ington office to accept a position as asso- 
ciate topographic draftsman in the aero- 
nautic division of the Department of 
Commerce. 



R. B. Dame, former photographer in 
the Bureau of Reclamation, has been em- 
ployed temporarily in the Washington 
office to identify, classify, and card index 
the old motion-picture negatives in the 
files of the bureau. 



Recent visitors at the Owyhee dam 
site included Dr. Elwood Mead, Commis- 
sioner of Reclamation; Gov. H. C. Bald- 
ridge, of Idaho; Joel Priest, general agent 
of the Oregon Short Line Railway; E. 
C. Van Petten, of Ontario; and F. T. 
Crowe, former superintendent of con- 
struction. 



George W. Boschke, chief engineer of 
the Southern Pacific Railroad, and Wil- 
liam Worden, right-of-way agent, con- 
ferred recently with Superintendent New- 
ell, of the Klamath project, relative to 
the crossing of project canals and drains 
by the proposed Modoc Northern Rail- 
way. 

George P. Taylor, clerk on the Klamath 
project, has resigned, his position being 
filled by the transfer of Ben G. Sucher, 
former timekeeper on the Grand Valley 
project. 

Ernest Hopkins, chief editorial writer 
for the San Francisco Examiner, who is 
touring the Sacramento Valley, spent a 
day recently at Orland inspecting the 
project and collecting data for two arti- 
cles, which appeared in subsequent issues 
of the paper. 

Recent visitors on the Orland project 
included John D. Coffman and W. F. 
Derby, of the California National Forest, 
and M. A. Peck and F. C. Tatton, of the 
industrial department of the Southern 
Pacific Co. 



An inspection trip to American Falls 
Dam was made recently by Commis- 
sioner Mead, accompanied by Senators 
Borah and Thomas, Representative Addi- 
son T. Smith, District Counsel Stoute- 
myer, B. E. Hayden, reclamation econo- 
mist, R. E. Shepherd, and Joel Priest and 
R. A. Smith, of the Union Pacific. 



H. F. Gonnerman, manager, and Ray 
Wilson, associate chemist, of the Portland 
Cement Association Laboratory at Chi- 
cago, and W. H. Richardson, of the 
Portland Cement Association at Salt 
Lake City, spent several days on the 
Uncompahgre project inspecting the con- 
crete blocks at the North Mesa siphon 
bed. About 1,000 concrete blocks were 

Victor M. Mosseri 

1875-1928 

Doctor Mead recently received word 
of the death on July 20, 1928, of Victor M. 
Mosseri, a distinguished Egyptian engi- 
neer, officer of the Legion of Honor, 
president of the Institute of Egypt, and 
corresponding member of the Academy 
of Agriculture of France. Mr. Mosseri 
was joint author with Sir William Will 
cocks of "Drainage of Lower Egypt." 



built in 1921 of various compounds and 
mixtures by this association and 'placed 
in this seep bed for the purpose of devel- 
oping some compound or mixture that 
would withstand the action of alkali on 
concrete. 



H. E. Sealing has resigned as senior 
draftsman on the Yakima project, where 
he has been employed since March 28, 
1925. 



B. F. Holmes, member since its incep- 
tion of the board of directors of the 
Truckee-Carson irrigation district, New- 
lands project, has resigned from the 
board and gone to California to live. 



County Agent H. L. Lantz and L. E. 
Edwards, from the Milk River project, 
visited the Shoshone project recently to 
study methods of obtaining settlers for 
the Wilhvood division. 



Recent visitors at Echo dam site, Salt 
Lake Basin project, included A. P. 
Bigelow, president, E. P. Ellison, vice 
president, J. D. Hooper, secretary, and 
the board of directors of the Weber 
River Water Users' Association. 



Recent additions to the force on the 
Riverton project include W. F. Kemp, 
associate engineer, transferred from the 
lower Yellowstone project, and Erie W. 
Shepard, chief clerk, transferred from the 
Newlands project. 



During July 956 visitors were shown 
through Elephant Butte Dam by the 
reservoir superintendent. 



Bryan W. Steele, engineer in the 
Denver office, spent several days on the 
Carlsbad project in connection with plans 
for raising Avalon Dam. 



Roger R. Robertson, assistant engineer, 
has been transferred from Stony Gorge 
Dam, Orland project, to the Lower 
Yellowstone project, where he will have 
charge of drainage construction, suc- 
ceeding W. F. Kemp, associate engineer, 
transferred to the Riverton project. 



A delegation of 25 fruit and potato 
growers from Montana, guests of the 
Ellensburg Chamber of Commerce, in- 
spected the Kittitas division of the 
Yakima project recently. 



U.S. GOVERNMENT IMUNT1XO OFFICE: 1928 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 

HON. ROY O. WEST, SECRETARY OF THE INTERIOR 

E. C. Finney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Liurlew, Administrative Assistant to the Secretary 

Washington. D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner Qeorge C. Kreutzer, Director of Reclamation Economics 

W. F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCulloeh, Chief Clerk 
Center. Colorado. Wilda ButIJtnl 



R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L. Savage, Chief Designing Engineer: E. B. Debler, Hydrographic Engineer; 
L. N. McClellan. Electrical Engineer; C. M. Day, Mechanical Engineer; Annand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent; C. 
A. Lyman and J. E. Overlade, Fiscal Inspectors. 


Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Fourche Newell, S. Dak 


F. C. Voiingblutt... 
R.J. Newell 


J. P. Siebeneicher 




Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oren 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif 
Billings, Mont 
Do. 
Portland, Greg 
Berkeley, Calif 
Mitchell, Nebr 
Portland, Oreg 
Berkeley, Calif 
Portland, Oreg 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise ! Boise, Idaho 


W. L. Vernon 




B. E. Stoutemyer 


Carlsbad Carlsbad, N. Mex 


L. E. Foster .. . 


W. C. Berger 


W. C. Berger 


11. J. S. Devries 


Grand Valley j Grand Junction, Colo, 


J. C. Page 

E. E. Lewis 


W. J. Chiesman 


C. E. Brodie 


J. R. Alexander 








King Hill 3 : TTinar Hill. TrJahn 


F. L. Kinkaid 










Klamath Falls, Oreg.. 
Savage, Mont 


H. D. Newell 


N G Wheeler 


Joseph C. Avery 
E. R. Scheppelmann.. 
E. E. Chabot 


R. J. Cofley 
E. E. Roddis 


Lower Yellowstone 


H. A. Parker 
H H Johnson 


E. R Scheppelmann.. 
E. E Chabot 


Milk River 


Malta, Mont 


do 


Mlnidoka * 


E B Darlington 


G . C. Patterson 


Miss A. J. Larson 


B. E. Stoutemyer 
R. J. Cofley 

Wm. J. Burke 




Fallen, Nev _. 


A. W. Walker 




Miss E.M.Simmonds. 
Virgil E. Hubbell 




Mitchell Nebr 


H C Stetson 


\ irgil E Uubbell 






Calvin Casteel 


W. D Funk 


N. D. Thorp 


B. E. Stoutemyer 
R. J. Cofley 

B. E. Stoutemyer 
H. J. S. Devries 


Orland 


Orland, Calif 


R. C. E. Weber 


C. H. Lillingston 


C.H. Lillingston 
Frank P. Greene 




Nyssa, Oreg 


F. A. Banks 


U. N. Bickel 




El Paso, Tex 


L. R. Fiock 


V. G. Evans . ... 


L. S. Kennicott 




Riverton Wyo 


H D Comstock 


R B Smith 


R B. Smith 


Wm. J Burke 


Salt River T 


Phoenix, Ariz 


C. C. Cragin 










Powell, Wyo 


L. H. Mitchell 


W.F Sha 




E. E. Roddis 


Strawberry Valley "__. 




Lee R Taylor 








Pairfleld Mont 


G. O. Sanford 


H. W. Johnson 


H. W. Johnson 


E. E. Roddis 


Umatillaii 




A. C. Houghton 








lUermiston, Oreg 












L J Foster 


G. H. Bolt 


F. D Hnlm 


J. R. Alexander 


Vale 


Vale, Oreg 


H. W. Bashore 
P. J Preston 


C. M. Voyen _. 


C. M. Voyen. 


B. E. Stoutemyer 
do 


Yakinia 


Yakima, Wash 


R. K. Cunningham. . 


J. C. Gawler 




Yuma, Ariz 


R. M. Priest 


H. R. Pasewalk 


E. M. Philebaum 


R. J. Cofley 











Large Construction Work 



Salt Lake Basin Echo 


Coalville, Utah F. F. Smith " 


C. F. Williams 


C. F. Williams 


J. R. Alexander 


Montrose, Colo. 


Dam. 
Kittitas 


Ellensburg Wash Walker R Young IJ 


E. R. Mills 




B. E. Stoutemyer 


Portland, Oreg. 






F. C. Lewis 


F. C.Lewis 


E. E. Roddis 


Billings, Mont. 


Dam. 


Stony Gorge Damsite H J Gault IJ 


C. B. Funk . 




R. J. Cofley 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1928. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

1 Operation of project assumed by King HU1 Irrigation District Mar. 1, 1926. 

' Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

' Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



7 Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

' Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

I Operation of project assumed by Strawberry Water Users' Association on 
Dec. 1, 1926. 

II Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1928, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

" Construction engineer. 



Important Investigations in Progress 



Project 



Office 



In charge of 



Cooperative agency 



Middle Rio Grande 

Heart Mountain Investigations. 
Utah investigations 

Truckee River investigations... 



Denver, Colo Middle Rio Grande conservancy district. 

Powell, Wyo I. B. Hosig 

Salt Lake City, Utah.. E. O. Larson State of Utah. 

Fallon, Nev. A. W. Walker 




D 
O 
I 



NEW 

RECLAMATION ERA 



VOL. 19 



OCTOBER, 1928 



NO. 10 



Lit 




THE HARVEST 



fj HA VE just returned from a most instructive trip to the West, during which 
C/ / visited a number of the projects of various sorts that are administered by the 
Department of the Interior. Those projects include those of Indian administration 
which could be well seen on the Bladtfoot Reservation in Montana, which we care- 
fully inspected. We went through Glacier National Park and studied the method 
of handling these recreational areas. I was met by the officials of Yellowstone Parfc 
which I had previously visited and the situation there was discussed. We visited 
practically all of the reclamation projects of Montana and Wyoming. We went to 
Casper, Wyo., and looked over the oilfields there. 

These visits were made specially valuable by the fact that we were everywhere 
accompanied by Members of Congress and specialists most interested in the problems 
in hand. Representative Cramton, of Michigan, chairman of the House Committee 
on Appropriations, for the Department of the Interior, was a member of our parly. 
Representative Leavitt, of Montana, showed us his State. Representative French, of 
Idaho, joined us. Senators Warren and Kendrick., and Representative Winter, of 
Wyoming, were with our parly throughout their State. Doctor Mead, head of the 
Bureau of Reclamation, went along. Everywhere we talked with the settlers them- 
selves, with local business men, members of chambers of commerce. 

We were much impressed with the development of these reclamation projects. 
Theirs is a class of farming that is peculiar. The consensus of experts' opinion 
seems to be that the great need with them is diversification. The crops thai they 
should raise are largely those which are noncompetilive with the farmer who lives 
further to the east. Their advantage in growing sugar beets is admitted. They 
produce excellent fruit. Alfalfa and sweet clover thrive under irrigation. These 
lead logically to dairying. Butter and cheese lend themselves to shipment for long 
distances. Sheep for food and wool graze on the hills and may be fattened on alfalfa. 
Much beef can be produced here. The opportunity for poultry raising in these 
western dry regions is unsurpassed. The turkey is a delicate bird to which bad 
weather is lively to prove fatal. In these dry areas they thrive as nowhere else and 
their production has become an important industry. Eggs and poultry may be 
shipped long distances. It is in such products that the reclamation projects 
seem to have their best opportunity. 

ROY 0. WEST, 

Secretary of the Interior. 



NEW RECLAMATION ERA 

Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 

ROY O. WEST ELWOOD MEAD 

Secretary of the Interior Commissioner, Bureau of Reclamation 



Vol. 19 



October, 1928 



No. 10 



Interesting High Lights on the Federal Reclamation Projects 



'PHE Yuma Chamber of Commerce, 
Yuma project, awarded $1,000 in 
prizes to the successful contestants in 
the National Air Races landing at Fly 
Field. 

fPHE directors of the Orland Unit 
Water Users' Association are plan- 
ning to hold dedication ceremonies on 
October 26 in connection with the com- 
pletion of Stony Gorge Dam. Final 
closure of the dam has been made and the 
entire flow of Stony Creek is now passing 
through the needle-valve outlets. 



AN excursion to Salt Lake City was 
^ arranged recently by poultrymen 
on the Grand Valley project in order to 
visit the poultry plants in that vicinity. 



T^FFORTS are being made by represent- 
^ atives of one of the large paper 
mills of Wisconsin to obtain a suitable 
site at Montrose, Uncompahgre project, 
for the location of a barking plant. It is 
planned to ship spruce logs to Montrose 
from the Lizard Head section of the San 
Juan Mountains, remove the bark from 
the logs, and then ship them to Wiscon- 
sin to be ground into paper pulp. 



TPHE Butte County Fair, held recently 
* at Nisland, Belle Fourche project, 
contained a fine display of irrigated prod- 
ucts and livestock. Nine women's clubs 
competed in the community booths. 
Horse Creek was first and Newell second, 
both on the project. 



'T'HE Chicago & Northwestern Railway 
Co. is building 6,000 feet of new 
track in the Belle Fourche yards, Belle 
Fourche project, to handle the increased 
shipments from new industries in that 
vicinity. A wholesale company is dou- 
bling its plant to provide 15,000 square 
feet of floor space. A new school building 
to cost $40,000 is being erected at Nisland. 

1377428 



A SURVEY is being made by the Forest 
^ Service and the Boise Payette 
Lumber Co. to determine whether a 
practicable railroad line can be con- 
structed from Idaho City into the timber- 
lands on Crooked River, a tributary of 
the North Fork of the Boise River. If 
the road proves feasible it is the plan of 
the lumber company to make extensive 
purchases on Crooked River and cut the 
timber there. This has caused consider- 
able apprehension among the Boise proj- 
ect water users, who feel that a denuda- 
tion of the watershed will reduce the run- 
off or at least cause the flood stage to 
come earlier. 

A RECORD yield of alsike clover seed 
^ was produced by Guy A. Weller, 
near Paul, Minidoka project. Seven 
acres produced 7,040 pounds of seed 
which sold for 22 cents a pound. 



CETTLERS in the vicinity of Rupert, 
Minidoka project, are considering 
plans for the establishment of a potato 
alcohol plant. 



FEE potato growers association on 
the Milk River project entertained 
representatives of the State Agricultural 
College, the Great Northern Railway, 
and southern potato growers on a recent 
inspection of the seed potato fields of 
the project. Tentative arrangements 
were made for the disposal of a con- 
siderable amount of the product at a 
favorable price. 



at Echo Dam, Salt Lake Basin 
project, during the month com- 
prised partial excavation of the core 
trench, placing gravel and cobbles in the 
dam, placing concrete in the corewall, 
stripping the dam site, excavation and 
placing of concrete in the floor of the trash 
rack, placing concrete in the tunnel lining, 
rock excavation in the spillway, and team 
stripping for borrow pits. Based on gross 
contract earnings the dam was 17.4 per 
cent completed at the end of the month. 



AT Gibson Dam, Sun River project, 
^ 19,600 cubic yards of concrete 
were poured during the month, bringing 
the total to 101,000 cubic yards, with 
59,000 cubic yards remaining to be placed. 
Work had begun on placing concrete 
lining in the spillway tunnel. 



E contractors for the first 12 miles of 
the Modoc Northern Railroad, run- 
ning through the Klamath project, expect 
to complete the grade for this section 
early in October. 



CENTIMENT is crystallizing for the 
^* formation of a well-organized turkey- 
marketing association for western Nevada. 
The Fallon Turkey Growers' Association, 
Newlands project, through their efforts 
last year, received the highest prices paid 
for turkeys in the State. This has created 
considerable interest in cooperative mar- 
keting in other districts. The experience 
of the Fallon association will be of great 
help in organizing a western Nevada asso- 
ciation. 



TTONEY producers of the North Platte 
Valley have organized a cooperative 
marketing association. Beekeeping is 
becoming one of the important branches 
of activity, and it is expected that several 
cars of honey will be shipped from the 
valley this year. One apiary located at 
Merrill, on the North Platte project, has 
about 1,200 stands of bees. 



A NEW bean warehouse 32 by 150 feet 
^ in size is to be erected shortly at 
Morrill, Nebr., on the North Platte 
project. 

HPHE opening of the Montrose Airport, 
Uncompahgre project, was formally 
celebrated on September 11, 1928. The 
airport is on Sunset Mesa, 1 mile south- 
west of Montrose and on a direct route for 
air flights between Pueblo and Salt Lake 
City. 

145 



146 



NEW RECLAMATION ERA 



October, 1918 



Settlement and Development Problems, Sun River Project, Montana 



'N River project is located in north 
central Montana about -10 miles cast 
of the Rocky Mountains ami 100 miles 
south of the international boundary. 
The Fort Shaw division, which has an 
area of about 14,000 acres of river bottom 
and adjacent bench lands, was opened to 
entry in 1908 and all farms have been 
homesteaded. An irrigation district has 
been formed, and this organization is now 
operating the canal system and promptly 
meeting its payments to the United States. 
The principal portion of the project is 
located on the north side of Sun River 
and comprises an area of about 93,000 
acres of bench land which is highly pro- 
ductive and well suited to irrigated farm- 
ing. The land was withdrawn under the 
reclamation act in 1903, but prior to that 
time about 12,000 acres had been entered 
and are now patented; 13,000 acres are 
covered by desert-land entry, the title to 
which is to be perfected by the purchase 
of water from the Government canal 
system. About 27,000 acres were home- 
steaded subject to the provisions of the 
reclamation act, leaving 34,000 acres of 
unentered public land and 7,000 acres of 
State land, of which 2,200 acres have been 
sold. 

The construction of the canal system for 
the irrigation of this area was started in 
1913 and works have been completed for 
the irrigation of 42,000 acres at a cost of 
about $4,000,000. As the low-water flow 
of Sun River has been taken by private 
appropriators, the rights of the Govern- 
ment are limited to the flood flow which 
occurs during the months of May, June, 
and early July. This flood water has 
been delivered on a rental basis since 



By Geo. 0. Sanford, Project Superintendent 

1920. Wheat has been, and still is, the 
principal crop and in 1927 comprised two- 
thirds of the 29,000 acres in cultivation. 
The average yield was 14 bushels and the 
value $13.30 per acre. Most of this crop 
was produced without irrigation, as the 
rainfall was 7 inches above the annual 
precipitation of 11 inches This low 
average yield, to an extent of possibly 
5 bushels per acre, is due to damage by 
hail, but it is nevertheless a self-evident 
fact that no project can expect to pay 
out on wheat in fact, this return does 
not cover the cost of production on an 
extensive dry-land farming scale, and the 
cost under irrigation will run from $2 to 
$3 more per acre. 

In 1925 an irrigation district embracing 
all of the north side land was created 
under the provisions of State law, and the 
following year a contract was executed 
with the Secretary of the Interior, which, 
among other things, provides that the 
United States will complete the project 
and the district return the construction 
cost, the annual instalments being 5 per 
cent of the average acre income for the 10 
years last past. The confirmation of this 
contract cleared the way for the appro- 
priation of funds for the construction of 
storage works which will insure an ade- 
quate water supply for all of the irrigable 
lands. Gibson Dam and Reservoir, now 
under construction, will be completed in 
time to store water for the season of 1929. 
The 10-year program as approved by the 
Secretary contemplates no additional con- 
struction until the fiscal year 1935, which 
should give ample time for the develop- 
ment of that portion of the project now 
under completed works. The essence of 




Irrigated potatoes. Sun River project, Mont. 



this paper is the presentation of detail 
plans covering the change from extensive 
wheat farming to intensive irrigation 
farming, to the end that the return per 
farm may be sufficient to support a family 
in comfort and pay construction and 
operation costs. 

OPERATIONS ON GREENFIELDS DIVISION 

In 1927 there were 180 persons carry- 
ing on the farming operations on the 
Greenfields division and of this number 
48 were operating farms as renters; 35 
owners were operating their own farms 
and renting other lands, leaving 97 owners 
who were operating the farm they owned. 
Of the 48 straight renters 3 have con- 
tracted to purchase farms and it is esti- 
mated that at least 15 more will close 
deals as soon as they can make some ini- 
tial payment. There is need for about 
200 more farmers to work the lands that 
have thus far been homesteaded and when 
public notice issues there will be 80 more 
farms opened to entry. The question as 
to how and where these additional settlers 
are to be secured is one not easily an- 
swered. Two private projects in this sec- 
tion of Montana are making strenuous 
efforts to bring in new settlers and have 
been given valuable assistance by the set- 
tlement agents of the railway companies, 
but the results have not been all that 
could be desired. Although there are no 
large holdings under the completed por- 
tion of the project that will have to be 
subdivided, there are a good many 160- 
acre tracts that should be cut in two, and 
there are more than 100 nonresident 
owners whose land is either farmed by 
renters or not farmed at all; and with no 
water charges to be paid unless water is 
used, and very little if any taxes to be 
paid, the rule is to hold the land until 
prices increase. When public notice is- 
sues and charges have to be paid whether 
or not water is used there will be some 
inducement to sell land or bring it into a 
productive condition. 

DEVELOPMENT PROGRAM ESSENTIAL 

The first and most important step in 
the development program is to bring 
about a more profitable line of agriculture 
on the farms that have been settled. A 
change must be made from continuous 
crops of wheat to the production of grain 
and forage crops to be fed to livestock, or 
in other words the adoption of a program 
that contemplates changing the raw crop 
into a finished product that can be sold 



October, 1928 



NEW RECLAMATION ERA 



147 



at a fair profit. The success of the farmer 
now on the ground is essential in bringing 
about the settlement of the balance of 
the project land. The best advertisement 
that any project can have is a buncli of 
prosperous farmers, for if the old settlers 
are making a success it will be much easier 
to get the new man to come in and try 
his hand at the game. 

The Greenfields division has been farmed 
for the last eight years under irrigation 
and on most of the places a fair-sized tract 
of alfalfa has been planted, but the big 
crop has been wheat, and this continued 
cropping has resulted in reduced yields. 
Many of the fields are infested with wild 
oats, and here and there the Canadian 
thistle has made a start. 

A change must be made and the ques- 
tion is, "What can I do?" In offering 
the following program it is assumed that 
the man on the farm has fair improve- 
ments, farm machinery, and livestock for 
raising wheat; two or more cows and a 
brood sow; and that he has been oper- 
ating a 160-acre farm and has about 20 
acres of alfalfa, which is the case with 
most of the farms. His crop in 1927 
.totaled 40 tons of alfalfa and a wheat 
crop that was sold for $2,500, which leaves 
him about $1,000 to begin operations in 
1927. 

SUGGESTED PROGRAM, 160-ACRE FARM 

In preparing a program to be followed 
consideration must first be given to what 
the man wants to do, whether dairying is 
to be the major activity, or the raising of 
hogs or sheep. Possibly it may be a 
feeding program. The set-up to be con- 
sidered fits fairly well for the average farm 
on the project and furnishes a standard 
plan that should be adopted as fast as 
can be done. On this farm 10 acres are 
taken up in roads, ditches, buildings, and 
yards, leaving 150 acres for cultivation, 
divided as follows: 60 acres alfalfa, 20 
acres barley, 10 acres oats, 20 acres beets, 
40 acres permanent pasture, and 10 acres 
roads, buildings, and ditches. 

There are 11 tracts of 10 acres each to 
be farmed as shown in the accompanying 
diagram. 

Permanent pasture is an important 
feature of this farm, and although it has 
not been tried to any great extent there 
is no reason why it should not be one of the 
most productive tracts on the farm. The 
principal objection to this schedule is the 
necessity of plowing 10 acres of alfalfa 
each year. If this proves to be too 
difficult the schedule can be changed b3' 
letting the alfalfa stand as long as it 
produces well and using sweet clover in 
the rotation. This will be shown in one 
of the later set-ups. 



Estimated returns from fully operating 
160-acre farm 



Kind 


Produriimi 


Gross 
in- 
come 


Pas- 
ture 


Hay Grain 


Cattle: 
10 cows 




$875 


Ani- 
mal 
units 
10 


Tons Ua. 
40 13 000 


4-5 heifers.. 
5 calves 


butterfat, at 
35 cents. 
Sell or replace. 


250 


3 
2 


10 1,000 

5 5 000 


1 bull 








6 


Sheep: 
200 ewes 


2,000 pounds 
wool, at 30 
cents. 
180 lambs, 


600 
1,296 


40 


8012,000 


4 bucks 


80 pounds, 
at 9 cents. 




1 


2 .500 


3 sows 


27 pigs 200 


378 


1 ] > 




100 hens 


pounds, at 
7 cents. 
1,000 dozen 


250 




5 000 




eggs, at 25 
cents. 
100 springers.. 
50 old hens 


50 

50 





2,500 


Turkeys: 4 
hens, 1 torn, 
fi horses 


50 birds 


200 


6 


4,000 
2,000 


Sugar beets. .. 


240 tons, at 
$7.50. 


1,800 






Total... 




5 749 


64 


169 66 600 













After this farm swings into its full 
rotation plan the estimated crop pro- 
duction should be: 

60 acres of alfalfa, at 3 tons, 180 tons. 
20 acres of barley, at 50 bushels, 48,000 
pounds. 



10 acres of oats, at 60 bushels, 21,600 

pounds. 

20 acres of beets, at 12 tons, 240 tons. 
40 acres of pasture, 60 animal units. 

This farm will support 10 cows with 
yearling heifers and calves, 3 sows and 
27 pigs, 200 ewes, 100 hens, 50 turkeys, 
and 6 horses. The estimated returns 
from the year's operations are shown in 
the accompanying table. 

On the basis of a family of five and two 
hired men during the busy season the 
estimated expenses are: 

Taxes. $250 

Water 320 

Depreciation on machinerv 350 

Depreciation on buildings! 150 

Automobile 250 

Miscellaneous 150 

Groceries - 500 

Clothing 250 

Shearing 33 

Poultry 55 

Bucks 60 

Alfalfa seed 16 

Beet seed 50 

Breeding sow _ _ 3 

Bull 30 

Threshing 85 

Beet labor 520 

Other labor 900 

Total 3,975 

Summary : 

Gross income 5, 749 

Expenses 3, 975 

Net 1,774 





1 Yr 


2 Yr 


3 Yr 


4 Yr 


5 Yr 


6 Yr 


7 Yr 


8 Yr 


9 Yr 


lOYr 


HYr 














G 












'.Tract 1 


A 


G 


B 


B 


G 


A 


A 


A 


A 


A 


A 


Tract 2 














G 












A 


A 


G 


B 


B 


G 


A 


A 


A 


A 


A 


















G 








Tract 3 


A 


A 


A 


G 


B 


B 


G 


A 


A 


A 


A 




G 
















G 






Tract 4 


A 


A 


A 


A 


G 


B 


B 


G 


A 


A 


A 




G 


















G 




Tract 5 


A 


A 


A 


A 


A 


G 


B 


B 


G 


A 


A 




a 




















G 


Tract 6 


A 


A 


A 


A 


A 


A 


G 


B 


B 


G 


A 




G 






















Tract 7 


A 


A 


A 


A 


A 


A 


A 


G 


B 


B 


G 






G 




















Tract 8 


V 


A 


A 


A 


A 


A 


A 


A 


G 


B 


B 


Tract 9 


J 


W 


G 

A 


A 


A 


A 


A - 


\ 


A 


G 


'B 




8 






G 
















Tract 10 


Sc 


Sc 


G 


A 


A 


A 


A 


A 


A 


A 


G 




G 






G 
















Tract 11 


Se 


Sc 


G 


A 


A 


A 


A 


A 


A 


A 


A 



Sc - sweet clover 
W - wheat 



Mote: A - alfalfa 

B - sugar beets 
G - barley or oats 

Rotation program tor 160-acre farm already in cultivation, Greenfields division, Sun River project, Mont. 



148 



NEW RECLAMATION ERA 



October, 1928 



This same farm could be run on a lamb- 
feeding basis, the rule being that 3 pounds 
of hay and 1 pound of grain per day should 
give an increase of one-third of a pound of 
mutton. On a 45 to 60 day feeding period 
an increase of 1H cents per pound is 
figured. With lambs received at 62 
pounds and fed for 45 days the gross 
return on 1,600 lambs would be nearly 
$4,000 and would require 108 tons of hay 
and 72,000 pounds of grain. Any farmer 
who is to follow the feeding game should 
start with a small bunch and work up to 
the big flock. It means an increased 
investment in fencing and feed racks and 
a good supply of stock water, but there is 
no reason why this should not be an 
important business on the project, as in 
the three counties directly to the north 
there are not less than 125,000 sheep, and 
the lambs should be fed at home and not 
shipped to outside feed yards. 

The change from wheat farming to this 
plan of diversified farming means some 
good hard work, with each year's program 
fully worked out and expenses cut down 
in every possible way, for the greater the 
profit the sooner the farm can be fully 
developed. It will probably take three or 
four years to plant 40 acres of pasture. 
If there are 30 acres of old alfalfa on the 
place it would be possible to increase it to 
60 acres for the next year and start with 
10 acres of beets the third year, after 
plowing up 10 acres of old alfalfa. By the 
fourth year the rotation schedule would 
be well established. 



Estimated returns from fully operating 
80-acre farm. 



Kind 


Production 


Gross 
in- 
come 


Pas- 
ture 


Hay 


Grain 

Lbi. 
6,000 

600 
3,000 

2,400 


Cattle: 
6 cows 

2-3 heifers.. 
3 calves 


250 pounds 
butter (at 
at 35 cents 
Sell or re place. 


$525 
150 


Ani- 
mal 
units 


ft 

8 


Toni 
24 

5 
3 

16 


Sheep: 
40 ewes 

1 buck 


400 pounds 
wool at 30 
cents. 
40 lambs, 80 
pounds at 9 
cents. 


120 

288 




1 
2 


100 
16,000 

5,000 
2,500 


2 sows 


20 pigs, 200 
pounds at 7 
cents. 
1,000 dozen 
eggs, at 25 
cents. 
100 springers.. 
500 old hens. 


280 
250 

50 
50 


1 


100 hens 

Turkeys: 
2 hens, 1 torn 

4 horses 





..... 


25 birds, at 

$4. 


100 






2,000 
1,500 


6 


16 


Sugar beets. .. 
Total .- 


192 tons, at 
$7. 50. 


1,440 


24 






3,253 


67 


39,100 







Under the plan as outlined the first year 
should show a net return of about $700 
with dairy cows and hogs. The second 
year it will be possible to handle about 
100 ewes and the net return should be 
a little better than $1,000. The third 
year should show a net revenue of about 
$1,500, and the fourth year will be ap- 
proximately the result shown for the 
fully developed farm. 





1 Yr 


Yr 


3 Yr 


4 Yr 


5 Yr 


6 Yr 


7 Yr 


8 Yr 


9 Yr 


lOYr 


Tract 1 


10 A 

P 


20 A 
P 


P 


P 


P 


P 


P 


P 



* 

P 


P 


Tract 2 


G 
A 


A 


A 


A 


A 


A 


A 


A 


A 


A 


Tract 3 


G 
So 


Sc 


G 


B 


B 


G 
Sc 


Sc 


G 


B 


B 


Tract 4 


W 


G 
So 


Sc 


G 


B 


B 


G 
Sc 


Sc 


G 


B 


Tract 5 


W 


W 


G 
Sc 


Sc 


G 


B 


B 


G 
Sc 


Sc 


G 


Tract 6 





G 
So 


So 


G 
Sc 


Sc 


G 


B 


B 


G 
Sc 


Sc 


Tract 7 


G 
So: 


Sc 


G 


G 


G 
Sc 


Sc 


G 


B 


B 


G 
Se 


Note 


P - 


past 


tire 






Sc - 


sweet 


clov 


er 





A - alfalfa V - wheat 

B - sugar beets G - barley or oats 

Rotation program for 80-acre farm already in cultivation, Greenfields division, SunlRIver'proJect, Mont. 



SUGGESTED PROGRAM. 80-ACRE FARM 

The set-up for the 80-acre unit is as 
follows: 20 acres permanent pasture, 16 
acres alfalfa, 8 acres grain and sweet 
clover, 8 acres sweet clover, 8 acres 
grain, 16 acres beets, and 4 acres roads 
and farm yard. 

The alfalfa field is not to be disturbed 
until it begins to run out. Forty acres 
are used in the rotation plan of five tracts 
of 8 acres each, the rotation schedule being 
shown in the accompanying diagram. 

The crop yields should run: 

20 acres pasture, 30 animal units. 

16 acres alfalfa, at 3 tons, 48 tons. 

8 acres sweet clover, 12 tons. 

10 acres barley, at 50 bushels, 24,000 

pounds. 

6 acres oats, at 60 bushels, 12,960 pounds. 
16 acres beets, at 12 tons, 192 tons. 

The livestock production and returns 
are shown in the accompanying table. 
The expenses on this farm follow: 

Taxes _ $100 

Water 125 

Depreciation on machinery 200 

Depreciation on buildings 100 

Automobile 200 

Groceries 300 

Clothing 200 

Shearing ;__ 8' 

Poultry 50 

Clover seed 8 

Beet seed, etc 50 

Beet labor.. 520 

Breeding sow 2 

Bull service 25 

Threshing 40 



Total 1,928 



Summary: 

Gross income 3, 253 

Expenses 1, 928 

Net 1,325 

On this farm it is assumed that the 
man and his family can handle all work 
without employing outside labor except 
on beets. One interesting figure shown 
in this set-up is that the estimated net 
return on the 80-acre unit is 75 per cent 
of the net return on the 160-acre farm. 
The steps to be taken in swinging from 
wheat to a schedule of diversified farm- 
ing and livestock are the same as for the 
160-acre farm but with fewer difficulties 
to be overcome, largely because hired 
labor can be eliminated. 

SUGGESTED ROTATION ON NEW LAND 

In the future 80 vacant farms within 
the 42,000 acres now under irrigation 
will be open to homestead entry. Some 
of this land is in virgin sod. Some has 
been leased for agricultural purposes and 
wheat crops have been grown for several 
years past, although recent leases have 
been made with the proviso that a crop, 
of sweet clover is to be planted with the 



'October, 1928 



NEW RECLAMATION ERA 



149 



gram, the object being to restore the 
fertility of this land and put it in better 
condition for the new settler. 

When these vacant farms are opened 
to hotaestead entry it is assumed that 
public notice will issue sometime in the 
early fall so that entrymen may make 
their selection and arrange to establish 
residence in time to start work the follow- 
ing spring. When the project land is 
properly farmed the first year it has given 
excellent returns, and this has always 
been accomplished by breaking the sod 
during midsummer and permitting it to 
rot during the fall and winter months, 
and then in the spring planting a crop 
of grain. If land is opened in the fall it 
would be impossible for the new settler 
to have the farm plowed at that time. If 
the breaking is put off until the following 
spring, about the best crop that can be put 
in is flax which means a considerable 
lower return than if a good crop of 
wheat can be produced. The expense of 
breaking 80 acres of sod will be about $400, 
which means a cash expenditure on the 
part of the new settler. One of the best 
moves that could be made to start the 
new settler off under the most advan- 
tageous conditions would be for the Gov- 
ernment to contract the breaking of these 
new units during the summer of the year, 
preceding the date of opening. Where 
land has been farmed in wheat and sweet 
clover, arrangements could be made to 
have this ground either summer fallowed 
to eliminate weeds or plowed in the fall 
of the year after the sweet clover has been 
harvested. This will put the ground in 
excellent condition for a wheat crop that 
should yield from 30 to 40 bushels. 

The accompanying diagram shows the 
rotation plan on the new farm and the 
change from wheat to diversified farming 
and livestock production. Ten acres are 
to be planted as a permanent pasture, 15 
acres to alfalfa, and 5 tracts of 10 acres 
each put on a rotation schedule of grain 
and sweet clover, sweet clover, grain, 
beets for two years, and then back into 
sweet clover and grain. This set-up 
varies slightly from the 80-acre tract 
previously considered, but this has been 
done to show that there are a large number 
of plans that can be worked out. 

The new settler arrives on the ground 
with $2,000 or its equivalent, and must 
show to an examining board that he is 
qualified to operate a farm. In the 
tabulation of expenses it will be assumed 
that the cost of breaking is to be dis- 
tributed over a period of five years. Local 
merchants are willing to make sales of 
building materials, fencing, and farm 
machinery on the basis of one-half cash 
and the balance after the first crop is 
harvested. In starting on a new farm 



Estimated expenditures on new farm of 80 
acres 



Item 


First 
year 


Second 
year 


,Third 
year 




$700 








250 


$50 






75 








100 


50 








50 






150 




$60 


Well 


25 








75 


75 


75 


Horses (4) 


300 








100 








75 


(3)225 






8 






Baby chicks 


12 


25 


25 






10 




Hogs 




25 




Machinery: 




150 






27 






Disk harrow . 


10 






Spike harrow 




30 




Wagon . 


130 






Hay rack 


15 






Mower 




110 




Bake 




57 




Cultivator 


12 








50 






Drill 


15 


15 


10 






50 


50 






50 


50 


Automobile 


200 






Automobile operation _ 


150 


150 


150 


Seed 


150 


22 


60 


Harvesting 


113 


65 


40 


Threshing 


120 


115 


55 


Hay 


40 


25 




Oats 


75 






drnnnri fend 


25 


10 




Miscellaneous 


200 


100 


ioo 


Taxes 


25 


25 


25 


Water, operation and main- 
tenance 


80 


80 


80 


Construction 


80 


80 


90 


Furniture . . . 


350 








450 


450 


400 




50 


50 


50 




50 


50 


50 




100 


100 


100 










Totals 


4,387 


2,294 


1,470 











it will be necessary to exercise every 
possible economy. Some farm machinery 
will have to be rented for the first few 
years and it will be necessary to stack all 
grain crops to reduce the cost of thresh- 
ing. In any estimate of costs and returns 
some items are apt to be omitted, some 
may be under estimated, and some over 
estimated, which, with a reasonable provi- 
sion for incidentals, should give a fair 
balance. The estimated expenditures for 
the first three years are shown in the 
accompanying table. 

The returns for the first year's opera- 
tions are: 

10 acres oats (at 50 bushels per 
acre), 500 bushels at 57 
cents $285 

65jacres wheat (at 25ibushels 

per acre), 1,625 bushels at$l 1, 625 

2 acres potatoes (at 150 bush- 
els per acre), 300 bushels at 
at 60 cents 180 

Poultry (120 dozens eggs at 35 
cents) 42 

Outside labor in fall 150 



Total. 2,282 

The returns from one cow are used to 
reduce living expenses. 
Crop returns, second year: 

16 acres alfalfa, at 2 tons, 32 tons. 
7 acres barley, at 55 bushels, 18,500 

pounds. 
3 acres oats, at 50 bushels, 5,700 

pounds. 
40 acres wheat, at. 25 bushels, 1,000 

bushels. 

10 acres sweet clover used for pasture, 
seed crop and hay. 



Tract 


1 Yr 


2 Yr 


3 Yr 


4 Yr 


5 Yr 


6 Yr 


7 Yr 


8 Yr 




G 
















#1 - 10 acres 


So 


So 


G 


P 


P 


P 


P 


P 




W 
















#2 - 16 acres 


A 


A 


j^ 


A 


A 


A 


A 


A 






G 










G 




#3 - 10 acres 


W 


So 


So 


G 


B 


B 


Sc 


Sc 









G 










G 


#4 - 10 acres 


W 


W 


So 


Sc 


G 


B 


B 


Sc 






* 




G 










#5 - 10 acres 


W 


W 


W 


Se 


Sc 


G 


B 


B 








G 




G 








#6 - 10 acres 


W 


W 


So 


Sc 


Sc 


Sc 


G 


B 










G 




G 






#7 - 10 acres 


W 


W 


W 


Sc 


Sc 


Sc 


Sc 


G 



Note: A - alfalfa P - pasture 

B - sugar beets Sc - sweet clover 
G - barley or oats W - wheat 

Botatlon program (or 80-acre farm of new land, Greenfields division, Sun River project, Mont. 



150 



.NEW RECLAMATION ERA 



October, 1928 



Livestock return and feed 



Kind 



4 cows, 250 pounds butter- 
fat, at 35 cents 

3 calves 

1 sow, 8 pigs, at $15 

100 liens, 500 dozen eggs, 

at 25 cents 

50 springers 

28 Old hens 

Turkeys (2 hens), 25 

birds, at $4 

4 horses 

1,000 bushels wheat, 
at$l 

600 pounds clover 
seed, at 6 cents 

Outside labor 



Total . 



Amount 



$350 



120 

125 
50 
25 

100 



1,000 



36 
100 



1,900 



Pas- 

ture 



Hay 



.4 ni- 
i/ial 

units 



10H 



drain 



Tons Lbs. 

Iti 4,000 

3 3,000 

1 6,400 

6,000 
2,500 



If, 



M 



2,000 
1,500 



25,400 



Crop returns, third year: 

10 acres to be planted to permanent 

pasture. 

16 acres alfalfa, at 2H tons, 40 tons. 
20 acres sweet clover (J^ pasture, J^ 

hay), 20 tons. 
13 acres barley, 50 bushels, at 48 

pounds to bushel, 31,000 pounds. 
7 acres oats, 50 bushels, at 38 pounds 

to bushel, 13,000 pounds. 
10 acres wheat, 22 bushels to acre, 

220 bushels. 



Kind 



6 cows, 300 pounds but- 
ter fat at 35 cents 

2 heifers 

2 calves 

3 sows, 30 pigs at $15 

100 hens, 1,000 dozen 

eggs at 25 cents 

100 springers 

50 old hens 

Turkeys (4 hens and 1 

torn) 50 birds at $4 

4 horses 

220 bushels wheat 

at $1 

Outside labor 



Amount 



$630 



450 

250 
50 
50 

200 



220 
100 



Total 1,950 



Livestock return 
and feed 



Pas- 
ture 



Ani- 
mal 
units 
6 

1 
1 



Hay 



Grain 



Tons 

24 

4 

2 



U 



Lbs. 

6,000 

500 

2,000 

24,000 

5,000 
2,500 



4,000 
1,400 



45,400 



Summary of expenses and returns for 
first three years follow: 

First year's expense $4, 387. 00 

Less cash on hand 2, 000. 00 

2, 387. 00 
Credit for sales 2, 282. 00 

Deficit 105.00 

Second year's expense 2, 294. 00 

2, 399. 00 
Credit for sales 1,906.00 

Deficit 493.00 

Third year's expense 1, 470. 00 

1, 963. 00 
Credit for sales 1, 950. 00 

Deficit.. 



13. 00 

The returns and expenses for the fourth 
year should show an increased margin on 
the right side of the account, and the 
returns for the fifth year, when sugar 



beets come into the rotation, should show 
a return of $1,500 to $1,800 over expenses. 
It is granted that this favorable show- 
ing depends largely on the wheat crop of 
the first year. A crop of 25 bushels is 
liMi-dly an average crop; 40 bushels is often 
obtained, and there is good reason to 
believe that (lie new settler can do even 
he! I IT than shown in this set-up. After 
any estimate has been made the next thing 
is to figure out how you can reduce ex- 
penses and increase returns. These set- 
ups do not take into consideration the 
unusual which frequently happens, such 
as damage by hail or cut-worms, diseases 
to livestock, or serious sickness and deaths 
in the family. In the early years of devel- 
opment a serious set-back makes a very 
decided difference in net returns and 
although they must be taken care of they 
do not properly belong in the average 
operations which are being considered. 

FINANCING BY LOANS 

The costs and returns show a deficit 
of $493 in the second year. Loans may 
be secured from three sources first, 
from local banks where short-time loans 
may be made at 8 per cent; second, from 
the livestock department of the Agricul- 
tural Credit Corporation of Minneapolis, 
where loans up to 11,000 may be secured 
at 6 per cent for the purchase of livestock. 
An initial payment of 20 per cent is re- 
quired at the time the loan is made, or 
security on additional livestock clear of 
encumbrance to margin the loan. The 
repayment schedule calls for 30 per cent 
the first fall, 30 per cent the second, and 
40 per cent at the end of the third year. 
This passes for a 6 per cent loan, but there 
are additional fees covering purchase costs 
and insurance of stock which brings the 
interest charge up to nearly 7J- per cent. 
There is a possibility that the limit of 
$1,000 may be increased. Applications 
for loans must be accompanied by a 
satisfactory financial statement and the 
approval of a local committee, preferably a 
banker, business man, and farmer working 
in cooperation with the county agent. 

Third, there is the Federal Intermediate 
Credit Bank of Spokane, which requires 
the formation of a local agricultural 
credit corporation under State law with 
an investment of not less than $10,000 
and not less than 3 nor more than 13 
incorporators. Loans are made to prop- 
erly organized cooperative marketing 
stock associations on staple agricultural 
and livestock products for not less than 
six months at 5 per cent. This source 
would not be of much assistance to the 
individual farmer, but assurance has been 
given by financial institutions in Great 
Falls that when the need arises action will 
be taken so that worthy farmers can be 
given financial assistance. 



Thus far the Federal Land Bank of 
Spokane lias made no loans on the Green- 
fields division, but assurance has been 
given that the project will be inspected 
shortly for the purpose of determining 
whether the bank should make loans on 
the irrigated farms. 

If the new settler can get along with a 
short-time loan of about six months he 
could undoubtedly make the best deal 
through the local banks. The man who 
is well established and needs some money 
to purchase additional dairy cows or sheep 
could probably do better through the 
Agricultural Credit Corporation. 

THE SETTLEMENT PROBLEM 

But where are the new settlers coming 
from? There are a few local people wait- 
ing to file on homesteads, but that won't 
add anything to the man power on the proj- 
ect, which is woefully deficient. There 
are a large number of renters in other sec- 
tions who would like to get a toe hold in a 
new country, but they haven't money 
enough to leave their present location, so 
there is little hope there. Assistance may 
be expected from the railway companies 
and in the case of Sun River there are the 
Great Northern and Milwaukee that cross 
the irrigable lands. The effort made by 
them to secure new settlers results in in- 
creased freight receipts so they are direct- 
ly interested in the successful develop- 
ment of the project. The best advertise- 
ment is the successful man on the farm. 
He can tell his friends back in his old 
home what he has done and help bring in 
some more experienced farmers with suffi- 
cient capital to make a go on the irrigated 
farm. The $2,000 requirement is going 
to hit hardest on the sons of farmers now 
on the project who are anxious to see their 
boys get a start on a farm of their own. 
but there can be no exceptions made in 
this class. There are enough handicaps 
without adding a lack of capital. The 
nonresident owner should be wise enough 
to read the handwriting on the wall 
that soon he must pay, whether the place 
is farmed or not, and it behooves him to 
either sell at present going prices or go in 
partnership with a good renter and help 
him get a start so that he can buy the 
place. 

Settlement work must of necessity start 
at a slow pace. Each case of success is 
going to help things speed up; each case of 
failure makes it that much harder to finish 
the job. And this brings us face to face 
with the necessity of seeing that the new 
man on the farm does the right thing at 
the right time; that lie gets a square deal 
in buying stock and equipment; and that 
he makes definite plans to meet his obli- 
gations. In other words, supervision is an 
important factor in developing a success- 
ful farm. 



October, 1928 



NEW RECLAMATION ERA 



151 



Curbing Land Speculation on the Federal 
Reclamation Projects 



^PECULATION in privately owned land 
under a proposed Federal reclamation 
project is being successfully curbed by 
the Bureau of Reclamation. On all of the 
more recent projects proposed for con- 
struction, part of the irrigable area, which 
from an economic standpoint should be a 
part of the project, is in private owner- 
ship and undeveloped. In its raw state 
it is worth no more than any other un- 
developed land. Heretofore, however, 
the merest suggestion of the construction 
by the Government of irrigation works 
has resulted in an inflation of land prices 
and the pyramiding of these prices when- 
ever such land has changed hands. This 
has brought about either a final prohibitive 
price and the consequent lack of develop- 
ment of the land, or the land has ultim- 
ately been purchased under the incentive 
of a boom by a prospective settler who 
then finds that his usually meager capital 
has been practically exhausted in the trans- 
action and his remaining funds are insuffi- 
cient properly to develop his purchase when 
water is available. This means unneces- 
sary struggle and hardship even if the 
settler finally succeeds, and in too many 
instances failure and the loss of his entire 
investment. 



EXCESS LAND CONTRACT 

To prevent such a situation on the new 
projects under construction, the Bureau 
of Reclamation, prior to construction, 
entered into contracts with the owners of 
such land, included in the irrigation dis- 
trict, providing for an appraisal of the land 
at its value as undeveloped land, without 
reference to the proposed irrigation devel- 
velopment. Under the reclamation laws, 
water may not be furnished to lands in 
private ownership exceeding the area 
sufficient to support a family and in any 
event not to more than 160 acres in one 
ownership. Under the contract, all areas 
held in a single ownership in excess of 160 
acres must be sold to settlers at not more 
than the appraised value, which ranges 
from $1 to $20 an acre, depending on the 
depth and character of the soil and its 
topography. The owner of a large 
holding may select the 160 acres he wishes 
to retain for his own use, but must sell the 
remainder at or below the appraised 
price. He is required to execute a re- 
cordable contract binding the land to the 
requirements of the law and of the con- 
struction contract with the irrigation 
district. If a large landowner refuses to 



sign such a contract, lie is not entitled to 
receive water although his land is never- 
theless to be assessable for the project 
charges because of its inclusion in the 
irrigation district. The large landowner 
has three years after water is ready for 
delivery to his land within which to 
dispose of his excess land by sale at or 
below the appraised price. If he fails to 
dispose of the excess within this period, 
the Secretary of the Interior is empowered 
to order the land into the market and sell 
it at whatever price may be obtained. 

INCREMENTED VALUE CONTRACT 

Lands held in areas of less than 160 
acres may be sold for more than their 
appraised value upon the condition that 
50 per cent of the selling price in excess 
of the appraised value is turned over to 
the irrigation district to be applied as a 
credit to the water right on that partic- 
ular tract of land. In this manner, sales 
of such land at excessive prices are not 
forbidden, but if a sale is made the land 
concerned receives payments on the water 
charges to be due therefrom to the extent 
of one-half of the excess of the sale price 
over the appraised valuation. 

It is believed that through these two 
types of contracts an effective curb has 
been placed upon the evil of speculation 
on undeveloped land in Federal irrigation 
projects, and a new settler, purchasing 
such land at a reasonable price, deter- 
mined by an independent appraisal, has 
a far better chance to succeed. 









Harvesting irrigated wheat on the Shoshone project, Wyo. 



152 



NEW RECLAMATION ERA 



October, 1928 






By Mae A. Schnurr 
Secretary to the Commissioner 



OHP 




Establishing a Home on the Land 




No obstacle to pioneer settler 



A GRICULTURE and the farmer and 
** his problems are coming in for a lot 
of discussion these days, but the average 
person outside of an irrigated area, I am 
afraid, never stops to think how much 
greater are the problems of establishing a 
home in the desert. 

The irrigation farmer and his wife must 
possess vision, capacity for hard work, and 
just lots of grit to carry them through 
until their home is established and they 
begin to see the effects of their labor. 

In every one of us there is an inborn 
desire for some place to call our home, 
something to cherish and around which 
to build our dreams. This, in most cases, 
on the desert, is merely a shack. 

The average person's heart would falter 
at a scene such as the one reproduced on 
this page, showing the desert, and yet 
persons with pioneering spirit and vision 
can look at this scene with fluttering 
hearts and realize that with a lot of hard 
work, this land can be cleared of sage- 




First boards of a new home 



brush, leveled, water brought to the land 
by means of canals, a modest little home 
built, and a farm to be proud of estab- 
lished around this home. 

The farmer deserves all the credit that 
can be given him for this pioneering work. 
Ask any of them if they could have suc- 
ceeded without the comforting assistance 
and helpfulness of a self-sacrificing wife. 

Unless you have planned a home, you 
can not realize what is put into the plan- 
ning of each and every detail of estab- 
lishing one, and that is particularly true 
where that home is being placed in the 
middle of a scene, such as the desert 
scene shown. 

Can you picture two young people dis- 
cussing plans for establishing an irriga- 
tion farm? Many of them have enjoyed 
the comforts of a fine home, a good edu- 
cation, and some of the nice things this 
world affords, in the towns or in modern 
rural districts. They can't start on a 
very large scale, so their plans are made 
to fit their resources. Each is determined 
to put the best in them into this effort to 
establish a real home, and the first of 
their dreams is realized in the building of 
a home somewhat like that shown in the 
picture. 

When the house is finished, the farmer's 
wife steps prominently into the picture. 
Curtains are up at the windows and com- 
forts of all kinds begin to come in evidence 
in the home. These so often do not rep- 
resent money value, as much as an evi- 
dence of the ingenuity of the woman in 
making, out of practically nothing, com- 
forts that are felt, and a certain satisfac- 
tion that here are things that have been 
established by her own effort. 

There will come a time, however, when 
everything has been accomplished on the 
scale which they can afford, and then 
what is the farmer's wife to do? Will 
she sit and twirl her thumbs and get more 
lonesome every day, with no neighbors 
to speak to and no means of going to 
centers of activity? 

The "home spirit" is rather charmingly 
described, in verse, by Henry Van Dyke, 
whom it was my pleasure to meet in 
Yellowstone National Park, in 1921: 



Oh, London is a man's town, there's power in the air; 
And Paris is the woman's town, with flowers in bar 

hair; 
And it's sweet to dream in Venice, and it's great to 

study Rome; 
But when it comes to living, there is no place like home! 

Here I am also reminded of a little 
shack in the desert which had a sign that 
was so large it looked as though the house 
had been built onto it, that read: "Tain't 
much but its our'n." This is the spirit. 
They have no apologies to make. What 
they have they are satisfied with, and 
they realize if there is anything else to get 
it must be secured through their own 
efforts, so right here is where the farmer 
and his wife get their heads together on 
the problems involved, and the task 
which would have been mighty hard is 
made easier pulling in double harness. 

Personal observation and a reading of 
the record show aptitude, progressiveness, 
and an insatiable desire on the part of the 
farm woman to shoulder, with her hus- 
band, the responsibilities, not only of the 
farm home but of everything that goes 
into making that home and the farm that 
supports it a going concern. 

It is the woman who has pioneered to 
this extent who receives a new neighbor 
with open arms. This might mean a 
neighbor miles away, but it is a neighbor 
nevertheless, and her effort to make her 
feel satisfied is one of the outstanding 
features of the upbuilding of a great 
farming community. They all started 
just that way. This feeling of neighbor- 
liness is very pronounced on our projects. 
The cheerful greeting and the extending 
of a hand of welcome to a new arrival 
are laying the foundation for another 
home in the community. Our great 
Nation is made up of millions of these, 
but that makes the unit no less important. 

The sprouting of the first crop affords 
satisfaction secondary only to seeing the 
completion of the home. Instead of 
looking out of one of the windows and see- 
ing a stretch of sagebrush or leveled 
ground, the fruits of labor are in evidence. 

Thus the nucleus of a farm community 
is established, that later boasts of a town, 
stores, schools, clubs, and everything that 
goes into making life in a farming section 



October, 1928 



NEW RECLAMATION ERA 



153 






and Associate Editor 
New Reclamation Era 



attractive. The groundwork for all this 
is laid by just a handful of people. 
Initiative and organizing ability are given 
opportunity for full play. It is no small 
task to bring about these things, even 
gradually. After the first generation has 
weathered the storm, the second genera- 
tion starts off with fewer handicaps, having 
the experience and guidance of their 
elders. 

It is true that the problems increase at 
this point, as there is added to what 
already exists the problem of keeping the 
younger generation on the farm. Love 
of the land instilled in a child has been 
found to be one factor that will weather 
the storm. 

To-day more than ever before, or- 
ganized bodies are endeavoring in every 
way to assist the rural population. The 
position of agricultural engineer has 
practically been established to better 
conditions in this field. Such organiza- 
tions as the American Society of Agri- 
cultural Engineers have rendered in- 
vahiable service in this connection. The 
large electrical corporations have set up 
organizations in the States, which also 
have rendered a class of service that 
can't be measured in dollars and cents. 

They figure it is good business to have 
a happy, contented rural population in 
our country. Of course, their return is 
the sale of electrical devices; but in 
educating the rural population, much has 
been done to lighten the work on the farm 
and in the home, thus preserving energy 
that may be expended in the betterment 
of conditions in the community. Maga- 
zines and journals all over the country, 
by their attractive illustrated advertising 
and special articles, assist in lightening 
the burden of farm work. 

What is the result of this assistance? 
Education in a field that is of importance 
to the Nation as a whole, bigger and better 
crops, with consequent greater return 
with a larger income, and the purchasing 
of conveniences that mean a little spare 
time to the farmer and his wife. 

This is not used as leisure time. Pride 
in their surroundings prompts civic 
movements that mean tree-lined high- 
ways, beautification of the grounds 
surrounding the home, and sufficient 
social activity to draw closer to each other 



the people in the community and have 
them working as a body for a bigger and 
better village, town, then city. 

There is found nothing finer in a 
person's make-up than pride in his com- 
munity. This means forward movements 
that will always reflect on its prosperity. 
Lack of this pride means just the opposite. 
It is people, not natural advantages, that 
make a country prosperous, or the reverse. 

What great strides forward have been 
made are very much in evidence on our 
reclamation projects. Examples of the 
struggling settler to the prosperous one, 
in a completed community, are scattered 
over our projects. 

Thus as new projects are undertaken, 
the story repeats itself. Raw land must 
be brought under cultivation, new homes 
established, communities built up, and 
more homes added to this Nation of 
homes. 

The Government is doing what it can 
in placing at the disposal of the farmer the 
best thought of its specialists, and assign- 
ing to the field, experts to advise on scien- 
tific methods of farming, treatment of 
diseases, and the many things that go 
into having the soil respond with good 
crops by the application of water. 

A corps of trained workers is spread 
all over the United States to assist the 
housewife and show her better methods. 

Nevada State Fair 

Boosts Newlands Project 

The Twenty-seventh Annual Nevada 
State Fair was held recently at Fallen, 
Newlands project, Nevada. The exhibits 
were fully as large and equally as good as 
at any previous State fair. Churchill 
County, which comprises the Newlands 
project, took first prize for the best 
county exhibit. The splendid showing 
of dairy stock at the fair spoke volumes 
for the progress along the lines of pure- 
bred dairy stock on the project. Exhibits 
of sheep, goats, rabbits, turkeys, and 
chickens were very creditable and indi- 
cated material progress in the establish- 
ment of these industries. The milk- 
maids' contest created more interest 
and enthusiasm than any other one 
feature of the fair. 




A home established and first crop 



Here also the best thought of specialists 
is carried to the rural woman through the 
medium of special bulletins, periodicals, 
radio talks, etc. The people who want 
to get ahead certainly are offered the 
opportunity. Traveling libraries are no 
small factor in bringing the proper reading 
matter into the homes of communities 
that can not afford stationary libraries. 

No ground has been lost and much has 
been gained. As time goes on, new and 
better ways will be devised and this 
knowledge placed at the disposal of any- 
one who desires it. Finding these ways 
is the duty of people who are handpicked 
because of their special knowledge and 
constructive thinking. In this way the 
farmer and his wife can proceed along 
familiar lines, adopting such new and 
better methods as may be found. The 
advantage of this policy is clearly shown 
in the practice of the farmer giving his 
full thought, attention, and brawn to the 
production of the best possible crop, and 
then turning over the business manage- 
ment of marketing that crop to highly 
trained people in his cooperative organi- 
zation. 




Fruits of labor and patience 



154 



NEW RECLAMATION ERA 



October, 



Obligations of and Collections From Water Users on the Projects 



By J. L. Lytel. former superintendent, Yakftna project. Washington 



r PlIK Bureau of Reclamation is re- 
quired to collect and return to the 
United States Treasury the funds appro- 
priated by Congress for the bureau's 
activities. It is one of the few bureaus 
required to do this. It may be consid- 
ered, therefore, as having two major 
duties to perform in connection with the 
funds it handles: 

1. To see that they are properly ex- 
pended, with good judgment, and maxi- 
mum results obtained. 

2. The responsibility and duty of col- 
lecting and returning to the United States 
Treasury the funds expended. 

In order to secure the payment of the 
obligations due the bureau and to insure 
the return of the reclamation fund, at the 
same time accomplishing the best results 
in its expenditure, a carefully planned line 
of procedure is followed in the develop- 
ment of a project. An engineering inves- 
tigation is carried out and an estimate 
made of the cost. Soil and economic sur- 
veys and reports are made for the purpose 
of determining whether, under ordinary 
conditions, a settler can be expected to 
make sufficient returns from the land to 
enable him to live and pay water charges. 

If results of the preliminary investiga- 
tion show that the project is feasible, and 
it is approved, an organization, which is 
usually an irrigation district representing 
the landowners, is required to enter into 
a binding obligation in the form of a 
contract providing for the repayment of 
the cost of the project, which becomes a 
superior lien on the land, before funds are 



appropriated or construction work is 
started. 

Repayment of the charges under the 
obligations assumed is spread over a 
period of years (which the present law 
provides shall not be in excess of 40), no 
interest being charged on deferred pay- 
ments until due, after which a penalty of 
one-half of 1 per cent per month is charged 
until paid. 

EVIL OF LAND SPECULATION 

The period of construction is one of 
viieral development on the project, every- 
one in the vicinity is optimistic, and unless 
measures arc taken to prevent it all the 
advantages and favorable conditions 
brought about by the Bureau of Reclama- 
tion building the project with interest- 
free money will be capitalized and land 
prices will be advanced to many times 
their real value, thus putting a burden on 
the new settler that may seriously affect 
the economic feasibility of the project and 
greatly lessen the settler's chance for 
success, as well as lessening both his 
ability and his desire to pay the obliga- 
tion for the project works. 

On projects approved for construction 
during the past few years, a policy has 
been adopted providing for the appraisal 
of the agricultural value of the land, 
and also certain regulations regarding 
the sale of the land, which it is believed 
will prevent objectionable speculation 
without unduly limiting the incentive 
for development. Projects where the cost 




Irrigated oats in shock, Minidoka project, Idaho 



of water is high can not pay a tribute to 
real-estate dealers, or any other class of 
men, and progress satisfactorily. 

Also, a plan has been adopted for 
selecting settlers properly equipped with 
a desire to farm, sufficient finances, and 
some experience. This plan will ma- 
terially strengthen the economic founda- 
tion of the project by giving the right 
kind of a farmer a good opportunity to 
develop to the fullest extent of his 
ability, thus promoting agricultural ex- 
cellence and a satisfactory development 
generally. 

With these economic safeguards and a 
superior security, there should be a fair 
fighting chance to collect the obligations 
due the Government from the project. 

COLLECTING THE MONEY 

When construction has been completed 
and the time comes for the payment 
of regular operation and construction 
charges, the plan of development and 
policies affecting the economic foundation 
of the project get their first real test. 
Probably previous to this no particular 
attention has been given to the matter 
of payments by the land owner or any- 
one else, and he finds himself faced with 
the necessity for paying substantial 
amounts to the Bureau of Reclamation 
each year in order to discharge his 
obligation to the United States to secure 
the supply of water upon which the 
success of the project depend 1 -. At this 
stage of the development, the matter of 
extension of time is likely to come up if 
encouraged at all. 

It very often happens that there is as 
much energy expended in an effort to 
secure deferment of payment or exten- 
sion of time in which to pay water charges 
as was formerly expended in securing 
funds from the United States for the 
construction of the project and the 
assumption of the obligations to repay 
them. 

Generally speaking, there appears to 
be an inherent tendency among a certain 
percentage of the human family to post- 
pone the payment of even their just 
obligations until it is absolutely neces- 
sary to make such payment in order to 
prevent the incurrence of an objectionable 
penalty or more serious results. This 
tendency appears to be more evident 
where payment of obligations due the 
Government is concerned. 

Settlers on irrigation projects are no 
different from the average and therefore 
the matter of collecting the obligations, 
which were voluntarily and often ver\ 
anxiously taken on in order to have the 



October, 1928 



NEW RECLAMATION ERA 



155 



bureau construct the irrigation works, 
becomes a task requiring patience, firm- 
ness, and skill of a high order. 

Since a collector is seldom popular 
among those from whom he collects, it 
will readily be seen that during this period 
of collecting obligations the bureau can 
not expect to enjoy the same degree of 
popularity that it did during the period 
of investigation and construction. 

In view of the numerous factors and 
influences that have to be contended 
with, and unless the penalties provided in 
case of failure to pay are heavy, or the rate 
of interest collected on delinquent charges 
considerably in excess of the prevailing 
rate at the banks in the vicinity, they 
will not have sufficient influence in the 
matter of collections to accomplish the 
desired results, and eventually the rather 
heroic measure of turning off or refusing 
the delivery of water to a certain percent- 
age of the water users in order to force 
payment of charges has to be resorted to. 
The very serious objection to this method 
of collecting charges, however, is that it is 
likely to impair the security by drying 
up a valuable crop. 

In order to maintain the credit of irri- 
gation development in general at such a 
stage that private capital can be inter- 
ested and the Federal Government con- 
tinue to build irrigation works, the eco- 
nomic phase of reclaiming arid lands needs 
to be given most careful attention from 
the inception of a project. The return of 
the capital investment must be ever kept 
in mind in considering the feasibility of 
the undertaking, regardless of sentiment, 
powerful influences, or political pressure. 
If the irrigation project is to be maintained 
as a solvent and going concern, the same 
business principles and methods must be 
established and followed in conducting 
its affairs that are found necessary in any 
other big business venture or industry. 

It is generally recognized that any busi- 
ness that does not have a well-organized 
and efficient credit department and that 
does not rigidly enforce collection of the 
obligations due it can not long survive. 
The procedure for assessing and collecting 
annual charges on an irrigation project 
must be positive, effective, and enforced 
in such a manner that there will be no 
question but what the assessments will be 
paid and the funds necessary to discharge 
its obligations be available when needed. 

Irrigation charges should be regarded 
as one of the cost items necessary for the 
securing of the important element of the 
farm plant and should be provided for as 
carefully as the capital investment in the 
land itself. Privately operated irrigation 
enterprises do not permit delinquencies 
for any length of time in the payment of 
assessments for irrigation charges, and as 
a result those owning the land expect to 
pay them promptly. An investigation of 



the records of many of these districts 
shows their delinquencies to be compara- 
tively small. An extension of time within 
which to pay charges can not be given by 
anyone, and therefore is not considered. 

As just stated, an irrigation project 
must necessarily be governed by the same 
economic principles and laws that govern 
business in general. The management of 
such enterprise can not violate the rules 
of good business practice for any length 
of time and not eventually affect the 
economic foundation of the project as a 
whole to the extent of lessening its credit, 
because such a practice lowers the morale, 
spirit and independence of the individual 
settler. 

Since the payment of water charges on a 
Government project is as much a require- 
ment of law as on a project built with 
funds secured from private sources, the 
same impersonal and sentiment-free 
methods and practices must be followed if 
the obligations due the Government are to 
be collected satisfactorily. 

BEST COLLECTION RESULTS 

The best results in the collection of 
obligations on Government reclamation 
projects have been accomplished through 
the irrigation district organization. It 
provides the best available security and 
the taxing power possessed by it provides 
a positive and certain means for making 
the necessary collections. 

The irrigation district laws of the State 
of Washington are working out with 
very satisfactory results. Under these 
laws, the assessments become a lien, which 
is paramount and superior to any other 
lien theretofore or thereafter created, 
whether by mortgage or otherwise, except 
for a lien for prior assessments for general 
taxes, and if the charges are not paid the 
land is subject to sale. 

The assessment roll is submitted to the 
county treasurer on January 15. Assess- 
ments become delinquent on May 31 
following unless 50 per cent of the assess- 
ments shall have been paid. If this 50 
per cent is paid, the remainder of the 
assessment will not become delinquent 
until November 30 next following. Un- 
less 50 per cent of the assessment is paid 
on the 31st day of May each year, all 
unpaid assessments are delinquent and 
the treasurer adds a penalty of 5 per cent 
and collects interest at the rate of 12 per 
cent per annum from date of the delin- 
quency and may proceed to advertise 
and sell the land for irrigation taxes 
within 30 days of date of delinquency, 
with a period of two years for redemption 
after the land is deeded to the district. 

In the Yakima Valley, most of the 
privately operated projects are organ- 
ized as irrigation districts and as a rule 
are collecting their annual assessments 
without appreciable delinquencies. While 



the lands on these projects, like all other 
lands in the Yakima Valley, are very 
productive, the annual charges are also 
comparatively high. 

An investigation of the records of the 
payment of assessments for irrigation on 
seven of the small privately operated 
projects in the Yakima Valley, varying 
in area from 2,000 to 13,000 acres and 
including a total area of 57,572 acres, 
during 1923, 1924, and 1925 shows a 
comparatively small amount of delin- 
quent charges. On February 1, 1927, 
the average delinquency on these divi- 
sions was 2.3 per cent for 1923, 4.7 per 
cent for 1924, and 7.4 per cent for 1925. 

Where the bureau has contracts with 
individual water users and collections are 
made through a water-users association, 
water charges, as a rule, are not being 
paid as promptly as where collections are 
being made by an irrigation district. 
Under this plan of collection, a 5 per cent 
discount is allowed on operation and 
maintenance charges paid before their due 
date, which is usually taken advantage 
of by probably 50 per cent of the water 
users. 

The penalty on delinquent charges, 
under existing laws, is only one-half of 1 
per cent per month, which on some proj- 
ects is less than the prevailing rate of 
interest on borrowed money. Also, the 
water users can be one year in arrears and 
get water. The result is that many find 
it good business to pay the penalty on 
due charges, thus getting the use of the 
money that is due to pay obligations for 
water at a lower rate of interest than they 
would have to pay if they borrowed it 
from a bank, and pay up just enough 
charges to get water. 

From a comparison of results obtained 
under the two methods of collecting 
obligations due the United States, it is 
at once apparent that collections can be 
made through the irrigation district mucn 
more satisfactorily than any other way 
yet devised, and the Government gets 
the best security available, with the dis- 
trict's taxing power as an aid in collecting. 

With the adopted policy of, as far as 
possible, handling all negotiations with 
the landowners on projects through irri- 
gation districts and requiring these dis- 
tricts to enter into joint liability contracts, 
under the terms of which the district 
assesses and collects all obligations due 
the United States from the individual 
landowners and pays it to the United 
States in lump sums on the due dates, the 
matter of collecting charges has been 
placed on a substantial and practical 
business basis that will do much to insure 
the steady return of the reclamation fund 
to the United States Treasury and be of 
material assistance to the bureau in carry- 
ing out the second major duty referred to 
at the beginning of this paper. 



156 



NEW RECLAMATION ERA 



October, 1928 



Vale Irrigation Project (Oregon) Booklet 
Issued by Bureau 



THE Bureau of Reclamation, Depart- 
ment of the Interior, has just issued 
an attractive illustrated booklet contain- 
ing information for prospective settlers 
concerning the Vale irrigation project in 
eastern Oregon. 

The booklet discusses the project under 
the headings of location, irrigation plan, 
cost and repayment of water right, 
present development, land classification 
and appraisal, cost of purchase and de- 
velopment of farms, need for settlers 
when water is available, soil and climate, 
crops, livestock and poultry, crop utiliza- 
tion and markets, towns, railroads, high- 
ways, and recreation. 

Stress is laid on the fact that the time 
when irrigation water will be available 
can not be definitely stated, as this will 
depend on the progress of construction 
and the appropriations made by* Con- 
gress. In consequence the Bureau of 
Reclamation does not recommend that 
settlers buy privately owned land on the 
project or attempt to farm such land 
before water is available for irrigation, 
as the precipitation is too light to pro- 
duce a profitable crop under dry-farming 
methods. The small amount of public 
land on the project, amounting to about 
1,200 acres, has been withdrawn from 
entry and will not be made available for 
settlement until water is ready for 
irrigation. 

Usually when the Bureau of Reclama- 
tion undertakes the construction of an 
irrigation project, it is necessary first to 
build a storage dam to conserve water 
for irrigation purposes. In the case of 
the Vale project, however, the Warm- 
springs storage dam has already been 
constructed by the Warmsprings irriga- 
tion district. This reservoir has a capac- 
ity of 170,000 acre-feet, and the Federal 
Government has contracted to pur- 
chase for the Vale project not to ex- 
ceed one-half of the stored water. This 
water, together with some natural flow 
rights on the Malheur River, will furnish 
the water supply for the project. 

In pursuance of the general policy of 
the department to prevent land specula- 
tion, all of the lands in the Vale-Oregon 
irrigation district have been appraised 
at their present value, without reference 
to the proposed irrigation development. 
The value of undeveloped land is $1.25 
an acre for nonirrigable land and from 
$5 to $15 an acre for the irrigable land, 



depending on depth and character of the 
soil and its topography. All areas held 
in a single ownership in excess of 160 
acres must be sold to settlers at not more 
than the appraised value. Lands owned 
in areas of less than 160 acres may be 
sold for more than their appraised value 
upon the condition that 50 per cent of the 
selling price in excess of the appraised 
value shall be turned over to the irriga- 
tion district to be applied as a credit to 
the water right on that particular tract 
of land. 



Storage Reservoirs as 

Pleasure Resorts 

If you wish to spend a few days 
fishing, hunting, boating, or just en- 
joying rest and recreation, you should 
look over the opportunities afforded by 
the storage reservoirs on the Federal 
irrigation projects, described in a well- 
illustrated booklet, Federal Irrigation 
Reservoirs as Pleasure Resorts, just 
issued by the Bureau of Reclamation. 

With the more complete settlement 
and development of the projects, the 
reservoirs created by the construction 
of the larger storage dams have assumed 
more and more importance in the social 
life of the project settlers, aside from 
their primary function as basins for 
the storage of irrigation water. They 
are entering increasingly into the life 
of the people as pleasure resorts and 
playgrounds, as bird sanctuaries, and 
as excellent fishing grounds. The 
varied recreational attractions of S9 
reservoirs on 16 irrigation projects are 
described in this booklet, copies of 
which may be obtained by addressing 
the Commissioner, Bureau of Recla- 
mation, Washington, D. C. 



The completion of the project will 
afford an excellent opportunity for 300 
to 400 qualified settlers. The principal 
crops grown on land now irrigated in the 
vicinity of the project include alfalfa, the 
cereals, root crops, potatoes, truck, and 
fruit. Red clover for hay and seed is 
also profitable. The large yields and low 
cost of producing alfalfa and corn make 
this an excellent country for the pro- 
duction of livestock and dairy products. 



British Settlers 

Coming to Canada 

A plan is reported from England for a 
new scheme of land settlement for military 
and naval families. The families of 30 
former soldiers will be settled in Canada 
next spring. Each family will have a 
preliminary course of agricultural training 
over a period of six months before migrat- 
ing. They will be placed on farms in 
settled districts. Where necessary the 
British treasury will advance each family 
an amount up to $1,500 on easy terms for 
the purchase of stock and equipment. 



More Farmers Engage in 
Cooperative Enterprises 

A larger number of farmers than ever 
before are participating in cooperative 
marketing and purchasing. Some of the 
farmers are participating as members of 
particular associations, some as share- 
holders, some because of being under 
contract to market cooperatively, and 
some as shippers, consignors, or patrons, 
using the facilities furnished by the vari- 
ous cooperative enterprises. 

Including duplications because of farm- 
ers belonging to two, three, four, or five 
associations, the estimated membership is 
3,000,000, divided among the more im- 
portant of the commodity groups as 
follows: Grain marketing associations, 
900,000 participants; associations market- 
ing dairy products, 600,000; associations 
marketing livestock, 450,000; associa- 
tions marketing fruits and vegetables, 
215,000; cotton marketing associations, 
140,000. 

Approximately 70 per cent of the total 
membership is in the 12 North Central 
States, compared with 53 per cent in 
1925 and 55 per cent in 1915. Less 
than 12 per cent of the membership is 
now in the Southern States, compared 
with 30 per cent in 1926 and 16 per cent 
in 1915. The Pacific Coast States are 
of about the same relative importance, in 
regard to membership, as in 1925. 



TN point of milk yield the dairy cows of 
* Nevada are exceeded by only four 
States, according to figures prepared by 
the agricultural extension division of the 
University of Nevada. The average 
annual production of Nevada cows is 
5,263 pounds of milk. The dairy industry 
on the Newlands project is in a large 
measure responsible for this excellent 
showing for the State as a whole. 



October, 1928 



NEW RECLAMATION ERA 



157 



Murray River Irrigation 
^ in Australia 



The following is a re'sume' of the exten- 
sive water conservation work on the Mur- 
ray River, Australia, being carried on 
under the joint control of the Govern- 
ments of New South Wales, Victoria, 
and South Australia, prepared by E. D. 
Shaw, executive engineer, and published 
in the Industrial and Mining Standard, 
July 12, 1928: 

The Hume weir will cost $22,500,000 to construct. 
This mighty reservoir will cover an area four times as 
large as Sydney Harbor, and will have a capacity of 
2,000,000 acre-feet. This inland sea will be larger than 
the Assouan Reservoir in Egypt, and second in size in 
the world only to the Elephant Butte Reservoir in 
America, which has a capacity of 2,600,000 acre-feet. 

The wall of the Hume weir will be a mile in length and 
120 feet In height, stretching from Victoria across the 
Murray into New South Wales. Two bridges across 
the Murray will be submerged when the weir is built, 
and a new bridge 3,000 feet in length and 100 feet in 
height is being constructed at Bethanga, at a cost of 
$975,000, to provide communication between Victoria 
and New South Wales. The bridge will be one of the 
larges structures of its kind in Australia. 

The Murray River work is an undertaking of great 
importance to Australia. It will serve an area six 
times as large as Germany with irrigation and naviga- 
tion facilities, and will provide hydroelectric power for 
Victoria, New South Wales, and South Australia. 



Poultry Development on the 

North Platte Project, Nebr.-Wyo. 



Cost v. Estimate 

The sixth generating unit at the Min- 
idoka power plant, Minidoka project, 
Idaho, comprises a 2,300-horsepower tur- 
bine and 3,000 kva. generator, together 
with an outdoor type switch yard con- 
taining a 3,000 kva. bank of transformers 
for the sixth unit, oil circuit breakers, 
lightning arresters, etc., for a five-bay 
structure. The work of installing the 
sixth unit was done by Government 
forces. The estimated cost of the work 
was $230,000. The actual cost of the 
installation and switch yard was $177,- 
774.04. Moreover, several items of ex- 
pense were added that were not contem- 
plated when the work was undertaken, 
such as an additional switch yard bay and 
new roof ventilators. 



POULTRY raising has become one of 
* the important developments in the 
livestock industry of the North Platte 
Valley. On January 4, 1927, the North 
Platte Valley Cooperative Poultry Mar- 
keting Association was organized. Mem- 
bers of this association dressed and sold 
cooperatively $80,000 worth of turkeys for 
the Thanksgiving and Christmas markets. 
The two shipments totaled 10 carloads, or 
approximately 20,000 turkeys, 2 carloads 
remaining on the farms to be sold in Feb- 
ruary, 1928. The amount received for 
this shipment brought the total sales for 
the 1927 turkey crop to approximately 
$100,000. Five hundred growers mar- 
keted turkeys cooperatively. The tur- 
keys are dressed on the farms and 
graded by the buyer. In this way the 
grower becomes familiar with the grading 
and develops an appreciation of the value 
of quality. The accompanying tabulation 
shows the growth of cooperative market- 
ing of dressed turkeys. 

The highest record was made by a 
member of the association who raised 
and marketed 34 turkeys per hen. From 
the three hens in her breeding flock this 
grower marketed $489.03 worth of tur- 
keys, or $163 per hen. 

The South Sioux Poultry Association 
was organized in the fall of 1924. This 
association meets at Henry, Nebr., regu- 
larly on the first Tuesday evening of 



Year 


Number of growers mar- 
keting cooperatively 


| 




Prices received per 
pound (cents) 




1.1 
I 

fat 

"a e 


Thanks- 
giving 


Christ- 
mas 


1 


& 

1 





1 


g 

1 


C 


1924 
1925 
1926 
1927 


219 
430 
480 
500 


5 30 
8 36 
9 40 
10 41 


22 
26 

30 
33 


25 

31 

35 
36 


28 
39 
4.-, 
41. 


22 

30 
"8 


24 
34 
40 
3CJ 


$27,682 $7,500 
64,306 12,900- 
75,000 13,500 
80,000, 15,000 



each month. At the meetings timely 
topics and poultry problems are discussed. 
It is not unusual to have an attendance 
of 150 to 200 persons at the meetings. 
The annual poultry show of this associa- 
tion is held at Henry, Nebr., each year. 
At the 1927 show more than 353 birds 
were exhibited. The turkey exhibit was 
especially good, with 57 turkeys, repre- 
senting three breeds, entered. In the 
exhibit of eggs, 34 entries were made and 
1,144 eggs were exhibited. The esti- 
mated attendance during the two days 
of the show was 600. Premiums of cash 
and merchandise, totaling $250 were 
given. 

In March, 1927, the East End Poultry 
Association was organized in the com- 
munity north of Bayard, Nebr. This 
association is similar to the South Sioux 
Poultry Association and promises to be 
as successful. 



the Kittitas division of the Yakima 
project, work continued under 12 
contracts on the construction of Easton 
Dam, about 22 miles of the Main Canal, 
1 mile of the North Branch Canal, and 
clearing of the reservoir site above Easton 
Dam. 



r FHE cold-storage plant at Okanogan, 
* Okanogan project, was finished in 
time to handle the pear crop. A lumber 
company at Omak is constructing a new 
box plant. 




Hogs raised on irrigated land < 



Valley project, Colo. 



158 



NEW RECLAMATION ERA 



October, 1928 



W hat Colonization of the. Riverton Project 
Means to Fremont County 



A RECENT issue of the Riverton 
^ Review, quoting an article by Jack 
Long in the Pavilion Independent, states 
that the colonization of the Riverton 
irrigation project, Wyoming, would mean 

That this area, within such close proxim- 
ity to Riverton, combined with that 
already under water in the older irrigated 
districts, will materially increase the 
economic strength of the county. 

That a large acreage under cultivation 
will prove attractive to capital, giving 
opportunity for the establishment of milk 
and cheese factories, and possibly later, a 
sugar factory or a cannery for vegetables. 

That a large percentage of the livestock 
which is now shipped out of the State to 
the feed yards in Nebraska and Iowa, can 
be held in this county to utilize the hay 
and by-products of root crops which are 
produced on local farms. 

That there will be an increased demand 
for labor during winter months. 

That the entire county will prosper as 
other dairy and stock feeding sections have. 

That there will be a large acreage of 
irrigated land added to the tax rolls. 



That every individual in the county 
will benefit either directly or indirectly, 
and every man, woman, and child who is 
interested in the development of Fremont 
County should acquaint themselves with 
the advantages of their community and 
give full cooperation to Federal and 
State officials who are giving their best 
efforts to further enrich the county 
through the development of its natural 
resources. 



Sarda Canal in India 

Is Nearing Completion 

According to a recent news item in the 
Christian Science Monitor, the Sarda 
Canal in the United Provinces, India, is 
nearing completion. The canal will be 
about 4,000 miles long, including all its 
distributaries, and is designed to carry 
9,590 second-feet. 

The canal will command about 7,000,000 
acres of land, of which 1,500,000 acres 
will be irrigated. 




Newlands Dairy Cows 

Bring Good Returns 

The following statement, based on 
records, kept by the Department of 
Farm Economics of the University of 
Nevada, of 11 herds totaling 224 dairy 
cows on the Newlands project, Nevada, 
shows the average cost, average gross 
return, and average net return per cow: 

Cost of and returns from average dairy cow, 
Newlands project 

Feeds: 

Roughage $50. 32 

Pasture 3.83 

Mill feeds, grains .98 

Miscellaneous 1. 44 

Feed for bull. _ 3.36 



Cash costs: 

Veterinary and Me- 
dium .99 

Miscellaneous.. .89 



$59. 93 



Interest at 6 per cent on: 

Cows 6.94 

Buildings, equipment, 

etc 1.59 

Sire 1.15 

Overhead.. 2.06 



1. 88 



Miscellaneous charges: 

Taxes 1.13 

Buildings, equipment 2. 99 

Sire .73 

Net depreciation 7.81 

Overhead 5. 53 

Horse labor at 12 cents per 
hour: 

Chores .84 

Buildings, equipment . 18 

Sire care .15 

Overhead.. . 48 



11. 74 



18. 19 



1.65 



Total 93.39 

Income, butterfat sales 107. 12 

Income, other credits 37. 80 

Total- . 144.92 



Average labor income 51. 53 



A heavy yield or irrigated pears on the Yakima project, Wash. 



Farm Budgeting 

A farm budget is a carefully worked-out 
plan based on estimates as to how well a 
particular combination of crops 01 com- 
bination of crops and livestock will pay. 
These estimates are based upon the avail- 
able information as to what the prices 
and crop and livestock production are 
likely to be during the year or period of 
years just ahead. Although prices, crop 
yields, and livestock production can not 
be forecast exactly, they can be foretold 
within broad enough limits to make it 
profitable to organize carefully and to 
focus attention upon the best available 
information relating to them. A method 
of doing this is outlined in Farmer's 
Bulletin No. 1564. 



October, 1928 



NEW RECLAMATION ERA 



159 



North Platte Project 

Adds Purebred Stock 

During July five cars of dairy cattle, 
consisting of 133 head, were shipped in 
by the North Platte Valley Dairy De- 
velopment Association. Charles Kearney 
& Sons, of Morrill, Nebr., also shipped 
in five purebred registered Jersey heifers 
obtained at the dispersal sale of the 
Midforks purebred Jersey herd at Macon, 
Mo. These heifers are daughters of the 
great herd 8ire Majesty's Gamboge Lad, 
3d, which sold for $5,000, and three of the 
heifers are out of the three highest testing 
cows in that great herd. The other two 
have for dams two splendid producing 
cows of Majesty and Golden Fern's 
Lad breeding. Some time ago Messrs. 
Kearney & Sons shipped in" a pure herd 
bull, Killingly Owl Prince, sired by 
Killingly Owl Interest, stated to be a 
world champion sire which has sired a 
string of daughters having an average 
production far in excess of that of any 
Jersey herd, living or dead. 



Alfalfa Production Cost 
on Newlands Project, Nev. 

According to figures compiled by the 
University of Nevada, based on 17 farms, 
the cost of producing alfalfa during 1927 
was $8.74 per ton, or $33.44 per acre, dis- 
tributed as follows: Value of horse labor, 
$3.41 per acre, 89 cents per ton; seed, 38 
cents per acre, 10 cents per ton; cash 
costs, 10 cents per acre, 3 cents per ton; 
miscellaneous costs, $6.33 per acre, $1.65 
per ton; interest at 6 per cent, $11.50 per 
acre, $3.01 per ton; labor cost, $11.72 per 
acre, $3.06 per ton. The yield on the 17 
farms was 3.82 tons per acre. 



Newlands Poultrymen 

Get More for Eggs 

The organization of the poultrymen on 
the Newlands project, Nevada, enable the 
producers this season to get 5 cents a 
dozen more for eggs than under the old 
haphazard system of marketing. On a 
production of 3,000 dozen eggs a day, 
which is the average on the project, the 
extra 5 cents per dozen brings to those 
engaged in the poultry business about 
$150 a day extra, an item well worth con- 
sidering and an accomplishment that is 
worth all it cost in money and effort, and 
a good deal more. 



A NEW cottonseed oil mill is being pro- 
^^ posed for construction at Las Cruces, 
Rio Grande project. Farmers have sub- 
scribed 51 per cent of the stock. 



Colorado River Bed 

Dry at Andrade 

On August 24, 1928, for the first time 
in several years, the Colorado River bed 
was dry below the new sand dam near 
Andrade, which diverts the entire stream 
into Imperial Valley for irrigation pur- 
poses, according to an article in the Yuma 
Morning Sun. 

William Wisener, watchman for the 
Yuma Water Users' Association, stated 
that in the 14 years he has been on the 
project this is the third time he has seen 
the river bed dry. 



Cumulative Crop Value 
Over Billion Dollars 

During the 22 years from 1906, 
when water was first available for the 
irrigation of land on the Federal 
reclamation projects under the Bu- 
reau of Reclamation, to 1927, inclu- 
sive, the gross value of the crops grown 
on these projects and on adjacent land 
served with water under Warren Act 
or other water-service contracts from 
the Government irrigation works, has 
amounted to $1,337,428,010. 

Beginning with the relatively small 
crop value of only $244,900 in 1906, 
the values mounted steadily each year 
until the war peak of $152,978,400 
was reached in 1919. This was 
followed by a decline during the defla- 
tion period to $88,601,690 in 1922, 
after which values rose steadily to 
$131,264,730 in 1925, but dropped to 
$110,414,940 in the following year 
owing largely to the slump in the 
price of cotton. In 1927 the gross crop 
value reached $183,207,210, the highest 
point since the war peak of 1919. 



Alfalfa 



The following history of alfalfa is from 
a book under that title by F. D. Coburn, 
secretary, Kansas Department of Agri- 
culture, published in 1909: 

Alfalfa, or lucerne, has been cultivated since civiliza- 
tion, and was familiar to the Egyptians, Medes, and 
Persians. It is said to have grown spontaneously in 
the high dry regions of southern and central Asia, and 
is mentioned in connection with Persia, Asia Minor, 
Afghanistan, Beluchistan, and Cashmere. At the 
time of the invasion of Greece by Xerxes, about 450 
B. C., alfalfa became known in that country, and pre- 
ceding the Christian era was prominent in Roman 
agriculture. The Romans esteemed it highly as forage 
for the horses of their armies, and its cultivation has 
been maintained in Italy to the present time. From 
Italy it was introduced into Spain and southern France, 
and was carried to Mexico during the Spanish invasion. 
When the Spaniard turned his attention to the lands of 
the Incas, alfalfa found its way to the western coast of 
South America, where, escaped from cultivation, it is 
said to be yet found growing wild over large areas. 
There, in the semiarid regions of the Andes, it no 
doubt received a great strengthening of its already 
strong tendency to survive in a scorching sun upon a 
parched earth. From Chile it reached California in 
1854, and there, mainly under irrigation, flourishes 
to-day as perhaps in no other place in the world. It 
rapidly spread eastward, and is now grown largely 
throughout the humid as well as the arid and semiarid 
regions of the western States and Territories, while 
gradually finding favor farther east. 

Eastward from the Pacific coast was not, however, 
the only route of introduction of alfalfa into America. 
It was early known in Germany and other northern 
countries of Europe, but never became so popular there 
as farther south. As early as 1820, years before it 
reached California, it was grown in New York, but 
seems to have been little-appreciated. 

It is interesting to know that such old-time agricul- 
tural authorities as Columella and Jethro Tull were 
familiar with alfalfa. French lucerne was introduced 
into England as early as 1650, but seems to have been 
much neglected for many years. In 1765 a farmer in 
Kent had 14 acres. 

These statements are interesting from the fact that so 
many consider alfalfa a new plant. 



More than 100,000,000 pullets are 
needed yearly to take the place of the 
mature hens retired from the flocks and 
marketed because they have passed their 
prime as egg producers. 




Irrigate! sugar beets, Milk River project, Mont. 



160 



NEW EELLAMATION ERA 



October, 192& 



Reclamation Organization Activities and Project Visitors 



~T)R. ELWOOD MEAD, who has been 
accompanying the Secretary of the 
Interior on a trip to several of the northern 
projects, expects to return to the Wash- 
ington office about the middle of October. 
On October 4 he planned to address the 
meeting of the American Society of Civil 
Engineers at San Diego on the subject 
of reclamation policies. Later in the 
month he plans to visit the ower Rio 
Grande. 



R. F. Walter, chief engineer, during a 
recent field trip by automobile covered 
6,000 miles in 45 days and visited 12 
projects. Inspection was made of the 
large construction work now being done 
by the bureau. 



George C. Kreutzer, Director of Rec- 
lamation Economics, who accompanied 
Secretary West and Doctor Mead on a 
recent inspection over several of the 
northern projects, later visiting the Belle 
Fourche project, returned to the Wash- 
ington office on September 17. 



Among the month's visitors on the 
Kittitas division of the Yakima project 
were Paul Jarvis, superintendent of the 
Pioneer Sand & Gravel Co., Seattle, 
Wash.; District Engineer Simpson, of the 
State highway department; and F. T. 
Crowe, representing Morrison-Knudsen 
Co. 



Fred H. Bette, senior engineering drafts- 
man, Kittitas division, Yakima project, 
has been appointed assistant engineer 
with the Bureau of Indian Affairs. 



Sr. Adolfo Orive Alba, a graduate in 
civil engineering from the Escuela 
Nacional de Ingenieros, of Mexico City, 
who has been commissioned by the Mex- 
ican Government to spend a year in the 
United States to study irrigation engineer- 
ing, spent several days recently on the 
North Platte project. 



Recent visitors on the Boise project 
included George C. Patterson, chief clerk 
of the Minidoka project; Walter Blom- 
gren, engineer in the Indian Service; 
Mans Coffin, manager of the Salmon 
River project; and F. A. Banks, construc- 
tion engineer of the Owyhee project. 



S. L. Jeffords, special investigator of 
land reclamation and settlement, is 
employed in the Washington office in 
connection with the study of opportunities 
for planned group settlement in the South. 



Dr. Alvin S. Johnson, professor of 
economics in Columbia University, has 
been appointed economic expert in the 
bureau to make a study of and report on 
economic conditions on a number of the 
projects. 



George C. Bonnet, head of the appoint- 
ment division of the Denver office, has 
been detailed temporarily to Washington 
to assist the Personnel Classification 
Board in the classification of field posi- 
tions of the bureau. 



Col. B. F. Fly, of Yuma, and partic- 
ularly of the Yuma Mesa, is again in 
Washington and is a frequent and wel- 
come visitor at the Washington office. 



L. M. Lawson, superintendent of the 
Rio Grande project and chairman of the 
International Boundary Commission, was 
a recent visitor on the Yuma project. 



George A. Scott, livestock statistician 
of the Department of Agriculture, working 
in cooperation with the California Depart- 
ment of Agriculture, called at the Orland 
project office recently for data relative to 
the production of turkeys on the project. 



H. F. McPhail, engineer from the Den- 
ver office spent several days on the Orland 
project supervising the final installation 
and the preliminary operation of the 
electrical equipment at Stony Gorge 
dam. 

Mr. Glenn, superintendent of the 
Montezuma Valley Irrigation Co., at 
Cortez, Colo., visited the Uncompahgre 
project recently to investigate the use of 
drag-line machines for cleaning canals and 
laterals. 

E. L. Sutherland, junior engineer, and 
N. L. Walker, instrument man, have been 
transferred from the Rio Granrte to the 
Carlsbad project. 



Prof. Edgar H. Neal and Prof. A. G. 
Edgar, of the Agricultural College of the 
University of Idaho, were on the Minidoka 
project during the month to dissuss irriga- 
tion and drainage practices on the 
project. 

G. N. Houston, superintendent of 
operation and maintenance for the 
Canadian Pacific Railway, and D. G. 
MacCrea and M. F. R. Lloyd, canal 
superintendents of the Lethbridge North- 
ern Irrigation project, made an inspec- 
tion recently of some of the important 
features of the canal system on the Sun 
River project, later visiting the Gibson 
Dam. 



R. K. Tiffany, former project manager 
of the Yakima project and now State 
Supervisor of Hydraulics, was a recent 
visitor on the Yakima project. 



Orville I. Craft, recorder of surveys, 
has been transferred from the Rio Grande 
project to the Kittitas division of the 
Yakima project. 



Dr. Phil. Albert Volkart, professor at 
the Swiss Technical High School in Zu- 
rich, Switzerland, and Director of the 
Swiss Experimental Station for Agricul- 
ture, Oerlikon, Zurich, accompanied by 
his son, spent two days recently on the 
Rio Grande project. 



Recent visitors at Echo Dam, Salt 
Lake Basin project, included A. P. Bige- 
low, president, and 30 delegates from the 
Weber River Water Users' Association; 
K. C. Wright, State road commissioner of 
Utah; B. W. Matteson, Bureau of Public 
Roads; and R. F. Hoffmark, of A. Guthrie 
& Co. (Inc.). 



Capt. C. R. Trowbridge, inspector, 
visited the Washington office on his way 
to Habana, Cuba, for a short vacation. 



PRELIMINARY negotiations are being 
* carried on by the city of El Paso 
looking to the possible purchase by the 
city of a water supply from Elephant 
Butte Reservoir, Rio Grande project, 
by acquisition of rights for 4,000 acres 
within the El Paso County Water Im- 
provement District No. 1. 



0. B. GOTIENMINT PRINTING OITIC1 : 1 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. ROY O. WEST, SECRETARY OF THE INTERIOR 

E. C. Plnney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to tbe Secretary 

Waihlniton, D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner Qeorge C. Kreutzer, Director of Reclamation Economics 

W. F. Knhacli, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCuiloch, Chief Clerk 
Denccr. Colorado. Wllda BuilJint 

R. F. Walter, Chief Engineer; 8. O. Harper, Qeneral Superintendent of Construction; J. L. Savage, Chief Designing Engineer: E. B Debler, Hydrographic Engineer; 
L. N. McClellan. Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Oflutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent; 
C. A. Lyman and J. E. Overlade, Fiscal Inspectors. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 




Newell, S Dak 


F. C. Youngblutt 


J. P. SiehenBinhar 




Wm. J. Burke 


Mitchell, Nebr. 
Portland, Oreg 
El Paso, Tex. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tex. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise ' 


Boise, Idaho 


R.J. Newell ! W. I,. Vernnn 




B. E. Stoutemyer 


Carlsbad 


Carlsbad, N. Mex 
Grand Junction, Colo. 
Ballantine, Mont 


L. E. Foster 
J. C. Page 


W. C. Berger 


W. C. Berger.. . 
C. E. Brodie 


H. J. S. Devries 


Grand Valley 


W. J. Chiesman 


J. R. Alexander 




E. E. Lewis 








King Hill 8 


King Hill Idaho 


F. L. Kinkaid 








Klamath Falls, Oreg.. 
Savage, Mont 


H.D. Newell 


N. G. Wheeler 


Joseph C. A very 
E. R. Scheppelmann.. 
E. E. Chabot... 


R.J. Coffey... 

E. E. Roddis . . 


Lower Yellowstone 
Milk River 


H. A. Parker 
TT TT Jnhnsnn 


E. R. Scheppelmann__ 
E. E. Chabot- 


Malta, Mont 


do 


Mlnldoka * 


Burley, Idaho 


E. B. Darlington . ... G. C. Patterson ! Miss A. J. Larson 


B. E. Stoutemyer 
R.J. Coffey 




Fallen, Nev 


A. W. Walker 


Miss E.M.Simmonds. 
Vireil E. Hubbell . 


North Platte 8 


Mitchell, Nebr 


H. C. Stetson Virgil E. Hubbell 


Wm. J. Burke 


Okanogan 
Orland 


Okanogan, Wash 
Orland, Calif 


Calvin Casteel W D Funk N TV Thnm 


B. E. Stoutemyer 
R.J. Cofley 

B. E. Stoutemyer 
H. J. S. Devries 


R. C. E. Weber C. H. Lillingston... 


C.H. Lillingston 
Frank P. Greene 






F. A. Banks .. H. N. Bickel 




El Paso, Tei 


L. R. Fiock V. G. Evans L. S. Kennieott 






H. D. Comstock .- R.B. Smith R. B. Smith Wm. J. Burke 


Salt River T 


Phoenix, Ariz 


C. C. Cragin 




Powell Wyo 


L. H Mitchell W. F Sha 


E. E. Roddia 


Strawberry Valley ' 
Sun River 10 




Lee R Taylor 






Fairfield, Mont 


G. O. Sanford H.W.Johnson H.W.Johnson 


E. E. Roddis. .. 


Umatilla n 


flrrigon, Qreg 


A. C. Houghton ! 




\Hermiston, Oreg 


Enos D. Martin 
L. J. Foster 


G.H. Bolt F. D.Helm... 


J. R. Alexander 


Vale 




H. W. Bashore 
P. J. Preston 


C. M. Voyen 
R. K. Cunningham. __ 
H. R. Pasewalk 


C. M. Voyen .. 


B. E. Stoutemyer 
do 


Yakima 


Yakima, Wash 


J. C. Gawler 




Yuma, Ariz 


R. M. Priest 


E. M. Philebaum 


R.J. Cofley 







Large Construction Work. 





Coalville Utah F F Smith 1J 


C. F. Williams 


C. F. Williams 


J. R. Alexander 


Montrose, Colo. 


Dam. 

Kit t ilHS 


Ellensburg, Wash Walker R. Young "... 


E. R. Mills... 




B. E. Stoutemyer 


Portland, Oreg. 






F. C. Lewis 


F. C.Lewis 


E. E. Roddis 


Billings, Mont. 


Dam. 


Stony Gorge Damsite H J Gault I! 


C.B. Funk 




R. J. Coffey 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











' Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. I, 
1928. 

1 Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1827. 

i Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

' Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1826, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1926. 

' Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1826, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

8 Operation of Garland Division assumed by Shoshone Irrigation District <m 
Dec. 31, 1926. 

8 Operation of project assumed by Strawberry Water Users' Association ou 
Dec. 1, 1926. 

" Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1926. 

11 Construction engineer. 



Important Investigations in Profrcu 



Project 


Office 


In charge of Cooperative agency 


Middle Rio Grande 


Denver, Colo 


Middle Rio Grande conservancy district. 




Powell, Wyo 


I. B. Hosig 




Salt Lake City, Utah 


E.O.Larson State of Utah. 




Fallon, Nev 


A. W. Walker 









RECLAMATION ERA 



VOL. 19 



NOVEMBER, 1928 



NO. 11 





'" 





THOUSANDS OF THE HOLIDAY BIRDS ARE MARKETED FROM THE FEDERAL IRRIGATION PROJECTS EACH YEAR 



CONSTRUCTION RESULTS 

BUREAU OF RECLAMATION 
To June 30, 1928 



Storage and diversion dams 118 

Reservoir capacity (acre-feet) - 12,829,523 

Canals, ditches, and drains (miles)- - - 16,413 

Tunnels 118 

Length (feet) 164,083 

Canal structures 146,164 

Bridges 11,332 

Length (feet) 269,520 

Culverts 13,521 

Length (feet)- ------- 509,779 

Pipe (linear feet) 3,931,310 

Flumes - - - 4,693 

Length (feet) 842,929 

Power plants ---------- 35 

Power developed (horsepower) - - - - 166,103 
Telephone lines (miles) 3,350 

Transmission lines (miles) - - - - - 1,915 
Excavation (cubic yards) ... 266,826,132 



NEW RECLAMATION ERA 

Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 

ROY O. WEST ELWOOD MEAD 

Secretary of the Interior Commissioner, Bureau of Reclamation 



Vol. 19 



November, 1928 



No. 11 



Interesting High Lights on the Federal Reclamation Project 



STONY Gorge Dam, Orland project, 
is practically completed except for 
removal of plant and equipment and 
cleaning up, the percentage of completion 
being 99.75 at the end of the month. 



A CONSIDERABLE area of vacant 
land on the Grand Valley project 
has gone to tax sale and into the hands of 
a foreign corporation, which is planning 
to improve several farms and sell them 
under long-term contracts. This will 
necessitate the erection of houses and 
should help materially in the improve- 
ment of the project. 



A CARLOAD of clover seed, shipped 
recently from Rupert, Minidoka 
project, was reported sold at 26 cents a 
pound, with a gross return of $10,000. 



AHOLSTEIN bull association is in 
process of organization on the Mini- 
doka project, including about 25 dairy 
farmers in the vicinity of Rupert. It is 
planned to purchase animals of the 
highest quality obtainable. 



SHIPMENTS of wheat from points on 
the Milk River project were larger 
during September than those of any 
previous month of record, a total of 770 
cars or approximately 1,100,000 bushels 
being moved. 



AT THE Owyhee Dam, Owyhee project, 
work continued on the diversion 
tunnel, vertical spillway shaft, and in 
stripping loose rock from the canyon 
walls around both abutments. Erection 
of the construction camp was in progress. 



ON THE Belle Fourche project early 
estimates of the sugar beet crop 
are being revised upward, the yields 
running from 16J4 tons per acre to as 
high as 20 tons. 

1699928 



AT Gibson Dam, Sun River project, 
16,300 cubic yards of concrete were 
placed during the month bringing the 
total to 117,400 cubic yards, with 43,000 
cubic yirds remaining to be placed. 



DURING the latter part of the month 
a large number of feeder lambs were 
received on the North Platte project, 
the indications being that a large amount 
of feeding will be done during the winter. 
Nearly 100 cars of sheep have been 
shipped to the project over the new line 
of the Union Pacific Railroad extending 
from the project to the main line near 
Cheyenne, Wyo. 



ANEW 35,000 bushel grain elevator 
has been completed at Morrill, 
Nebr., North Platte project. The build- 
ing is 105 feet high and has been equipped 
with modern elevator machinery. Work 
has begun on the construction of a new 
creamery at Mitchell, Nebr., and also on 
the construction of a 2-story building at 
Scottsbluff, Nebr., to be occupied by the 
North Platte VaUey Hatcheries. The 
incubators will be operated by electricity 
and the total capacity will be 48,000 
eggs. 

THE Yuma Chamber of Commerce and 
the Kiwanis Club are endeavoring 
to arouse sufficeint public interest in Fly 
Field, the local airport adjoining unit B 
of the Mesa division, to raise funds for 
necessary improvements, such as oiled 
runways, lighting and water systems, and 
accommodations for pilots, in order to 
bring the field to a class AAA standing. 
The Army is planning to establish a 
meteorological station at the field and 
will take daily observations of wind 
movements and temperature at various 
altitudes. 



A CENSUS of the turkey crop on 
the Newlands project shows about 
58,000 birds for the market. This is an 
increase of about 23 per cent over last 
year. 



THE Belle Fourche Reservoir is being 
groomed as a fishing resort by local 
and State authorities. The seining of 
rough fish is progressing favorably with 
the low water in the reservoir, and about 
50,000 pounds of carp are being taken out 
each week under supervision of the State. 
When this work is completed the lake 
will be stocked with black bass. 



THIS year's crop has broken a 11 previous 
records for shipment of fruit and 
vegetables from the Yakima Valley. 
During the first 28 days of September 
shipments totaled 6,048 carloads, 1,328 
of which were apples, pears, and potatoes, 
the apple billings exceeding 100 cars a 
day during the last week of this period. 
Loadings for the season totaled 10,196 
cars. Potato shipments were more than 
100 per cent greater than during the 
corresponding period in 1927 and ship- 
ments of apples and pears were almost 
double those of last year. 



THE water users on the Riverton project 
made a very creditible showing of 
agricultural products at the Fremont 
County Fair at Riverton and at the 
Wyoming State Fair at Douglas. Fre- 
mont County won the sweepstakes on 
potatoes at the State fair, most of which 
were raised on the Riverton project. 



THE Reno Chamber of Commerce, 
through its board of directors has 
voiced objections to the resolution sug- 
gested by the Chamber of Commerce of 
the United States recommending "the 
postponement of further reclamation pro- 
jects until demonstration is given for the 
need of additional production." 



THE settlers on the Will wood division 
of the Shoshone project held a 
meeting recently to organize a stock- 
growers' association primarily for the 
purpose of securing grazing land for 
sheep. 

161 



162 



XI ,\V 111 CI.AMATION ERA 



November, 1928 



A National Reclamation Policy 



"TV'KING tin 1 past two years a com- 
^* inittee of the American Society of 
Civil Engineers has been investigating 
Federal reclamation with a view to formu- 
la! ing a reclamation policy. The com- 
mittee has completed its report, which was 
submitted at the half-yearly meeting of 
the society at San Diego, Calif., October 
4, 1928. Prior to the meeting it was dis- 
seminated widely throughout the United 
States. Newspaper comment and resolu- 
tions passed by farm organizations show 



that the present, situation of Federal 
reclamation is not understood. The 
poverty of settlers and delinquencies in 
payments are dwelt upon, and the idea 
seems to prevail that Federal reclamation 
is a losing venture for the Government. 

Dr. Elwood Mead, Commissioner of 
Reclamation, was invited to attend the 
meeting of the society and to present the 
views of those administering the recla- 
mation act. His statement was intended 
to show what those administering the 



Bureau of Reclamation regard as the 
actual situation and the needs of the 
future. The discussion is of such im- 
portance to the Nation that both the 
report of the committee and Doctor Mead's 
address are printed. Comments by water 
users and others interested in these 1 vital 
problems are invited. Selections from 
those received will be printed in future 
issues of the ERA. 



Report of Committee of the Irrigation Division of the 
American Society of Civil Engineers 



"Dy resolution the committee limited its 
^ work to a study of policies governing 
the reclamation of arid lands and related 
matters. 

The policy of the United States and of 
the several States in the matter of water 
conservation and arid-land reclamation 
should be controlled by certain basic 
principles as follows: 

1. The waiving of interest payments to 
landowners on Government reclamation 
projects is unwise. In the future, Gov- 
ernment contributions should appear in 
the assumption of a part of the cost of 
project works and not in the granting of 
relief to the individual farmer such as the 
waiving of interest charges. 

The United States Bureau of Reclama- 
tion has formulated a program of con- 
struction covering the ensuing 10 years 
involving expenditures of approximately 
$100,000,000. To the extent that com- 
mitments have been made it should fulfill 
its assumed obligations and on the other 
hand the landowner should be required to 
meet his obligations or surrender his hold- 
ing in the Government project. 

2. The conservation of the water in the 
rivers and lakes of the country should be 
under public control and in order to lay 
a proper foundation for the making of com- 
prehensive plans the Federal and State 
Governments should gather data, compile 
statistics, and conduct studies necessary 
to determine the feasibility of projects. 

3. The regulation of the flow of streams 
for the prevention of floods and for the 
best possible utilization of the waters 
should be undertaken by the States, or 
jointly by the United States and the States 
under such suitable forms of cooperation 
as may be appropriate under the consti- 
tutional authority now delegated to each. 
They should prepare and adopt compre- 



hensive plans for such regulation and 
should bear an equitable portion of the 
cost of water-storage and flood-control 
work when the economic aspects after full 
investigations are found to be favorable, 
and the remainder of the cost should be 
allocated to flood control, irrigation, power 
development, municipal water supply, 
and other purposes. 

4. Where protection against flood 
waters results from the regulation of 
stream flow by means of reservoirs or 
otherwise, the proportion of the cost of 
the flood-control work not assumed by 
the Federal or State Government should 
be assessed against the lands and other 
properties which receive benefit there- 
from. 

5. Municipalities or other public agen- 
cies or private parties should be allowed 
to construct approved projects in con- 
formity with the approved plans, subject, 
however, to public control of reservoirs 
and subject to the recapture after a rea- 
sonable time by the public of any fran- 
chise or similar rights conferred on private 
parties. 

6. The output of power and of water at 
Federal or State works should be disposed 
of at wholesale and not at retail. 

7. Interested States under suitable 
interstate compacts should be permitted 
by the United States to undertake the 
regulation of interstate streams. 

8. In the carrying out of further stream- 
regulation work preference should be 
given to the construction of regulating 
reservoirs and the development of supple- 
mental water supplies for existing irriga- 
tion systems, whether Federal or other- 
wise. 

9. Agricultural conditions due to over- 
production are such at present that it is 
undesirable for the Federal Government, 



except in the case of commitments already 
made, to bring new areas under cul- 
tivation. 

10. The construction of new irrigation 
projects should not be authorized except 
after thorough investigation and favorable 
recommendation by a board of review. 
This board should include competent con- 
struction engineers, engineers with special 
operating and agricultural experience, 
economists, and financiers familiar with 
local production and marketing condi- 
tions. The State shall share in the re- 
sponsibility for the selection and approval 
of projects. In determining the feasibil- 
ity of proposed projects, State lines, local 
interests, and political expediency should 
not control. 

11. When new projects are authorized, 
principal and interest payments on con- 
struction costs should be required of the 
landowner. The interest rate should be 
low and the principal payments extended 
over a long period with no payments on 
principal during the early years. 

12. The plan of repayment of construc- 
tion costs of reclamation should be put 
into operation on each unit of the project 
at an early date after completion. The 
plan of payment should be sufficiently 
elastic to meet the settler's ability to pay, 
but no relinquishment in the terms of re- 
payment once they are put into effect 
should be permitted. 

13. In the case of reclamation projects, 
it should be recognized that settlement of 
the land is fully as imperative to success as 
construction. It can be greatly stimu- 
lated by the Government or other authori- 
ties taking drastic measures to prevent 
land speculation. The Department of the 
Interior is to be congratulated on its 
efforts to curb land speculation in recently 
authorized projects. 



November, 1928 



KECLAMATION ERA 



163 



14. Land settlement, including pater- 
nalistic, financial, or any other kind of 
assistance to the individual farmer, should 
be treated as a local matter and should 
therefore be made the concern of the State 
or locality rather than of the United 
States. Aid extended by Federal land 
banks has been generally helpful and the 



possibility of further extension of such aid 
by this or similar agencies is worthy of 
serious consideration. 

15. The Federal Government should 
continue its present policy of relinquishing 
control of completed works to suitably 
organized local agencies as soon as prac- 
ticable. 



16. According to the report of the 
United States Bureau of Reclamation for 
1926, the total area of land provided with 
water for irrigation was 1,803,000 acres in 
reclamation projects, of which 1,320,000 
acres were being cultivated by irrigation 
a record of which the country may well be 
proud. 



Some Economic Aspects of Federal Reclamation 

Address by Dr. Elwood Mead, Commissioner of Reclamation, at the meeting of the American Society of Civil Engineers, San Diego 

Calif., October 4, 1928 

Reclamation of Arid Lands Is a Complex Undertaking 



FHE reclamation of arid land by irriga- 
tion is not a single or simple under- 
taking. It involves the construction of 
works, which is engineering. It requires 
the settlement and cultivation of land, 
which is economics. It is not a success 
unless it creates communities of happy, 
prosperous homes, which is a social prob- 
lem. The report we are considering was 
prepared by engineers. If it had been 
prepared by economists more attention 
would have been given to settlement and 
the creation of conditions which would 
enable the money spent on construction 
to be repaid. If it had been written by 
settlers, more would have been said about 
their needs. 

Investigations and discussions like 
those inaugurated by this society will 
therefore promote an understanding of 
reclamation and make future develop- 
ment even more valuable. 

The influence of Federal reclamation 
on agricultural development has varied 
widely in different States. It has been 
least in California and greatest in Idaho 
and Arizona. The rich and populous ir- 
rigation districts of the two States last 
named are the creation of Federal works. 
Outside of California important irrigation 
works of the future will be built by the 
Government. Costs are too great and 
needed income will be too long delayed to 
make such development attractive to pri- 
vate enterprise. Government projects 
must continue to be subsidized either 
through not requiring interest on con- 
struction costs, as at present, or by the 
Government paying a part of the cost, as 
is proposed in the committee's report. 

The present income for building Federal 
irrigation works comes from four sources: 
Payments by water users, payments for 
power, income from sales of public lands, 
and a percentage of the income from oil 
leases. The first two are increasing. The 
last two are diminishing. The total is 
about $10 000,000 a year. 



Works being built are large and costly. 
Their completion will require several 
years. Farm development must await 
the water supply, hence there is small 
prospect of any material increase in 
irrigated acreage during the next decade. 
No contracts for new construction can be 
made until approved by both the Secre- 
tary of the Interior and the President. 
This operates as a further check on rapid 
development. 

THE SECOND STAGE IN RECLAMATION 

There is a gap in reclamation between 
the completion of canals and the use of 
water in irrigation. The first step 'in 
reclamation is to provide water. The 
second step is to bring it into use. This 
requires settlers for the uncleared, unlev- 
eled land. It requires preparing that 
land for irrigated culture, the erection of 
farm buildings, and growing crops on soil 
baked for centuries. The cost, the hard- 
ships, and anxiety of this second step were 
always greater than was realized or 
admitted and it is now two or three times 
what it was 15 years ago. An irrigation 
canal with unpeopled farms below it is a 
liability, not an asset. Income and the 
benefits of reclamation are realized only 
when the second stage of reclamation is 
completed. 

Other obstacles to carrying out settle- 
ment and farm development have become 
more serious in recent years. The pio- 
neering spirit which led settlers to do the 
difficult and unremunerative work of 
clearing and leveling land is gone. The 
open country no longer appeals as it once 
did. The opportunities of other indus- 
tries are much broader. The cost of 
changing raw land into farms is now so 
heavy that money or credit is usually 
needed to supplement the settler's meager 
capital. Economic surveys of our devel- 
oping projects made by committees which 
included practical irrigators, economic 
experts from agricultural colleges, and 



representatives of the bureau show that 
from $5,000 to $10,000 must be spent to 
provide the permanent improvements and 
equipment of an 80-acre farm. 

The percentage of homeseekers with 
capital enough to improve and equip their 
farms without borrowing is very small, 
and the number willing to invest their 
capital in a development of this character 
is still smaller. They can get more for their 
money by buying improved farms in estab- 
lished districts. For the settlement and 
development of unimproved, unpeopled 
areas we must look largely to tenant 
farmers, to whom the lure of ownership is 
strong, and to the sons of farmers. Such 
applicants rarely have over $2,000 to 
$3,000, and settlers with less than $5,000 
capital will need to borrow money to make 
their farms produce a living income. 
There are few projects where this money 
can be borrowed on terms which the 
farmer can meet, if it can be borrowed at 
all. On nearly all developing projects 
loans are for short time, with interest 
rates which are higher than agriculture 
can stand. 

On four projects, which have been in 
operation for more than 10 years, those 
who have improved farms are prospering, 
but more than half the land is unirri- 
gated, and 800 more settlers are needed to 
bring all the land in these projects under 
cultivation. If half this number of settlers 
could be secured it would insure the eco- 
nomic solvency of the Government works 
and the payment of the Government's 
debt. These settlers could be secured if 
there was some agency to loan money 
needed to erect inexpensive farm build- 
ings and prepare the land for irrigation. 
They can not be secured without some 
credit aid not now provided. Short time 
loans to buy livestock can be secured, but 
money for permanent development is not 
available. 

I have dwelt on this credit phase of 
settlement because it is a stumbling- 



164 



Ni:\V RECLAMATION ERA 



November, 1928 



block in the way of success. It is also a 
menace to the solvency of works now 
building or to be built. On one project, 
whore the irrigation works will cost 
$11,000,000, there is no anxiety about the 
payment of construction costs on more 
than half the area. The farms are im- 
proved; the land has been prepared for 
irrigation. The owners have contracted 
to pay full construction costs on their 
entire area; cultivation and use of the 
water are assured. But on the unim- 
proved, unpeopled part of this project, 
the surface of the land is uneven and 
covered with brush or with second-growth 
timber. To prepare this land for irriga- 
tion, provide the necessary buildings and 
equipment, will cost from $75 to $150 
an acre. If the cost of making this land 
ready for cultivation could be advanced 
and spread over 20 years, with 5 or 6 per 
cent interest, buyers for this land could 
be secured, but they will be reluctant to 
take on a clearing and leveling job. 

This project presents new economic 
problems, the solution of which needs new 
policies and new laws. Some of the land 
belongs to the State, some to a railroad, 
some to individuals, and some to the 
United States. If these owners act 
together and the preparation of the land 
for cultivation is put into competent 
hands, and farm boundaries fixed to agree 
with the topography of the country, the 
land can be made ready for cultivation in 
less time, at less cost, and with infinitely 
better results than can be accomplished 
if we leave this to the action of the separate 
owners. Each will wait on the others, 
development will be delayed, and money 
lost. The heaviest loser would, of course, 
be the United States. 

On another project the irrigation works 
being built have an estimated cost of 
$18,000,000. A considerable part of the 
land under the project is now being irri- 
gated from pumps. The cost of pumping 
has so increased in recent years that it is 
now greater than irrigators can afford to 
pay. A gravity supply will be much 
cheaper. The works will therefore avert 
failure of settlers and bankrupt communi- 
ties. There is no anxiety about water 
payments where the lands are settled and 
improved. Payments will begin and the 
water will be used as soon as it is available. 
But there is a financial problem on 70,000 
acres of unleveled, uncleared, and unoc- 
cupied land which forms a part of the 
scheme. The owners of this land are 
widely scattered. Hardly any of them 
expect to become irrigators. They wish 
to sell. There is little danger of inflated 
prices. The land has been appraised and 
owners have agreed to sell at the ap- 
praised price, which is nominal. But 
cheap land does not insure settlement and 



cultivation. Here, as in the other case 
referred to, credit and coordinated action 
are necessary. Part of the land is owned 
by the State; part by purchasers of State 
land grants; part by men who acquired it 
under the homestead, grazing, and similar 
acts. A small fraction is owned by the 
United States. If we wait for these in- 
dependent agencies to improve and de- 
velop these farms or find settlers to do it, 
it will be many years before the water 
made available is used and before con- 
struction costs are returned to the recla- 
mation fund. 

Anxiety in regard to the financial out- 
look is met by the statement that the 
Government is protected in the repay- 
ment of its expenditure by district con- 
tract. It is true that all the lands in 
these projects are obligated to pay the 
entire construction cost and this obliga- 
tion is a first lien on all the land, but it 
would impose an undue burden on the 
developed lands to require them to pay 
the charges against the undeveloped lauds. 
A part of the project could not carry the 
cost of the whole. We know as a practi- 
cal matter that solvency and settlement 
are closely related. 

The measures for aiding settlers in farm 
development, suggested in the commit- 
tee's report, are entirely inadequate. 
State aid has been sought. Legislation 
to require this has been considered in 
congressional committees, but investiga- 
tion showed that some States lack the 
means to extend this aid, some are pre- 
vented from doing so by constitutional 
prohibitions, and in every State there is 
small prospect of political support for this 
cooperation. The Federal land bank has 
not been, nor is it likely to be, of any 
assistance in changing raw land into farms. 
It does not loan money except on income" 
producing farms, and that means loans 
are withheld until after the problems of 
settlement and farm development have 
been solved. 

There is great reluctance in Congress to 
do more than the Government now does. 
The reasons for this reluctance are not to 
be ignored, and I wish that further action 
could be avoided and that we could find 
settlers with money enough to make their 
own improvements and buy their own 
equipment. I see little hope of this on 
some of the older projects or on some of 
those now building, and it is my convic- 
tion that we should do one of two things, 
either provide aid in carrying out the second 
stage of reclamation, or quit building canals 
to irrigate unimproved land. 

The latest economic report on settle- 
ment and farm development recommends 
that the Government purchase all pri- 
vately owned, unimproved land on a 
project before construction begins. If 



this were done, it would forestall land 
speculation, enable roads and ditches- to 
be laid out to meet the needs of irriga- 
tion, and prevent the imposition of heavy 
State and county taxes before develop- 
ment is completed. Whether this action 
is taken, it is desirable that the States be 
more cooperative than in the past. The 
rule now is to raise taxes as soon as con- 
struction begins. This imposes a burden 
on the owners of partly improved farms 
that makes payment of construction costs 
difficult and sometimes impossible. The 
heavy tax burden is one of the arguments 
used for political action in writing off or 
postponing payment of construction costs. 

A bill now before Congress is intended 
to provide a laboratory test of aid and 
direction in settlement. It authorizes the 
appropriation of half a million dollars 
from the reclamation fund. It limits the 
expenditure on any single farm to $3,000 
and restricts loans to provide for the erec- 
tion of farm buildings and the preparation 
of land for irrigation, the money thus ad- 
vanced to be secured by a first mortgage 
on the land and to be repaid with interest 
in installments extending over 20 years. 
If anything is done it should be done with 
care. If the half million is authorized, 
not more than $100,000 should be appro- 
priated in any one year, and no further 
authorization should be made until at 
least half of these advances has been re- 
turned to the reclamation fund. This 
might be arranged through loans to set- 
tlers from the Federal land bank. Im- 
provements made from these advances 
would make Federal land bank loans 
possible. 

There is also a fear that lending money 
to settlers would lessen their initiative 
and self-reliance and tend to make them 
leaners on the Government. That objec- 
tion was made to the Federal land bank 
legislation. The same objection applies 
with greater force to building canals by 
the Government. We might say let set- 
tlers build their own canals and reservoirs. 
The answer is that this is impossible be- 
cause of their cost. The high cost of 
changing raw land into farms makes it 
impossible for worthy, industrious home 
seekers to get started without aid. There 
is a kind of aid which does undermine 
independence and self-reliance, and an- 
other kind which strengthens hope and 
inspires effort. That is what wisely- 
directed credit in farm development 
would do. 

ACHIEVEMENTS OF FEDERAL RECLAMA- 
TION IN COMPLETING PRIVATE DE- 
VELOPMENT 

Let me now call attention to the grati- 
fying social and economic results which 
have followed the Government's activities 



November, 1928 



NEW RECLAMATION EBA 



165 



in supplementing or completing district 
or private development. By taking over 
the canals of Salt River Valley and build- 
ing the Roosevelt Reservoir, Federal 
reclamation rescued discouraged and help- 
less irrigators and made Salt River Valley, 
Ariz., one of the most prosperous irri- 
gated sections of the country and a great 
economic asset of the State. Without 
similar action the Carlsbad project in 
New Mexico would now be only a memory. 
In the Weber Valley in Utah a reservoir 
is now building to furnish water for late 
irrigation to intensively cultivated land. 
It will more than double the value of the 
crops grown. This additional water sup- 
ply may be likened in value to the water 
which puts out a fire. It will save dis- 
astrous losses in dry seasons and make 
possible greater profits in all seasons 
There is no worry about the payment of 
construction costs. The water will be 
used and the payments made according 
to contract. The Government has built 
2 reservoirs on Snake River, 1 in Wyoming, 
1 in Idaho. It is difficult to state ade- 
quately the contribution this has made 
to the success of irrigated farming in 
Idaho. Only the Federal Government 
could have coordinated the different in- 
terests necessary to carry out a scheme 
extending over State boundaries. A part 
of this stored water is being used to give 
an additional water supply to 80,000 
acres of land first developed and settled 
as an irrigation district enterprise. After 
farms had been improved and prosperous 
towns had grown up, it was found that 
the water supply was inadequate and 
ruinous losses from failure of crops were 
suffered in dry seasons. Towns were 
shrinking in population and business; 
farms were being abandoned. The Gov- 
ernment by providing what was impossible 
to local effort, has restored confidence 
and prosperity. In the Snake River 
development there is no uncertainty 
about the repayment of Government cost. 
A part was repaid in advance by the water 
users. 

The improvement of old development 
and complete utilization of resources in 
land and water through an entire drainage 
area, are being carried out in the Yakima 
Valley, Wash. This kind of development 
is specially suited to the Federal Govern- 
ment. It is solvent and beneficent and 
there is a broad field for its extension. 

The passage of the adjustment act in 
1926, inaugurated a new era in Federal 



reclamation. The necessity for this legis- 
lation grew out of the hard times which 
followed the Great War. It made it 
impossible for farmers on some projects 
to meet their payments. When owners of 
improved farms in Iowa and Illinois were 
being sold out, farmers on partly im- 
proved farms, under reclamation canals, 
found their expenses greater than their 
incomes. It was impossible for them to 
recover under existing contracts. Con- 
gress recognized this situation and passed 
an act under which the annual payments 
of indebtedness in some districts were 
extended from 20 to 30 and 40 years. The 
land in all projects was classified in accord- 
ance with scientific soil surveys, payments 
on unproductive lands were canceled, 
land injured by seepage or which, from 
other causes, would not at the time grow 
profitable crops, was given temporary 
relief from payments. The loss to the 
Government from this action has been 
greatly exaggerated. The permanent loss 
was estimated at $14,667,965. Some of 
this will be recovered. The temporary 
loss was fixed at $12,788,406. There are 
hopeful indications that a large part of 
this will be paid. 

Delinquent payments were added to 
the construction debt. The Reclamation 
Bureau was authorized to employ eco- 
nomic experts and practical advisers. 
The foolish idea that anyone could succeed 
as an irrigation farmer was discarded and 
provision made for examining home seek- 
ers by a local board. This has proved a 
protection to the inexperienced and over- 
sanguine and is giving reclamation a fair 
chance to show its value. The Secretary 
has required settlers to have not less than 
$2,000 in money or equipment, and this 
leads them to investigate more carefully 
what developing a farm will cost and to 
plan their operations with more care. 

This act authorizes the transfer of proj- 
ects or parts of projects to the water 
users. Eighteen districts under 10 proj- 
ects have been turned over to local con- 
trol in the last two years. Where this is 
done the Government is relieved from any 
further expense for operation and mainte- 
nance. These changes have promoted co- 
operation and good feeling between water 
users and the Government. They have 
improved the morale of projects and 
helped to increase construction payments. 
Last year these payments were more than 
$1,000,000 greater than in any previous 
year. Delinquencies once so alarming 



have almost disappeared. Farm prac- 
tices are improving. More valuable crops 
are being grown. There are more acres of 
sugar beets, more dairy herds, more farm 
flocks of sheep, more poultry, and more 
market gardens. In 1927 the crops pro- 
duced on the 2,504,046 acres irrigated 
from Federal works were worth $133,- 
207,210, which is an average of $53 
an acre, or two and one-half times the 
average acre value of crops in the United 
States. The value of this one crop al- 
most equals the whole debt of settlers to 
the Government. Two such crops will 
be worth more than the Government has 
spent on reclamation since the act was 
passed. Another crop of equal value is 
expected this year. 

To complete existing projects in accord- 
ance with the 10-year program submitted 
by the Secretary of the Interior to the 
President and Congress two years ago will 
require about $100,000,000. As the aver- 
age income of the reclamation fund is 
about $10,000,000 a year, there need be 
no nervousness about Federal reclamation 
increasing the agricultural surplus during 
the next decade. The indorsement in the 
committee's report of this conservative 
plan of development and of the other eco- 
nomic changes wrought by the adjustment 
act is greatly appreciated. 

In its limited field reclamation is one of 
the most difficult activities of the Gov- 
ernment. The act requires that all money 
spent shall be repaid. That is impossible, 
although the Reclamation Bureau has 
striven to live up to it. Each new project 
presents new conditions and requires the 
overcoming of new obstacles. Dams 
have to be built in remote localities. The 
suitability of crops to soils baked for cen- 
turies has to be tested. Communities 
have to be organized and markets estab- 
lished. Reclamation has led to a creation 
of wealth in land many times the cost of 
the works. Its contribution to other 
industries, to commerce and trade, entitles 
it to a credit and support it has not always 
received. From one town on a Federal 
project where 25 years ago there was 
nothing but range cattle, a single railroad 
last year did a business of $800,000. The 
indirect benefits from reclamation include 
help given in solving the problems of soils 
and climate, improving irrigation prac- 
tices, founding rural communities which 
are an economic and social strength to the 
Nation, and creating a wealth in land 
many times the outlay for works. 



166 



NEW RECLAMATION ERA 



November, 1928 






By Mae A. Schnurr 
Secretary to the Commissioner 



OHP 




Right Curtains on the Right Windows 



T^HAT there is a time and place for 
everything is indeed a trite saying, 
but even so it needs to be remembered 
when curtains are under consideration. 
Some rooms call for one effect and some 
for another, and success goes to the home 
maker who gets the right curtain effect 
in the room where it belongs. 

For example, large pompous rooms 
demand heavy velours and tapestry, 
but a timid little room simply cringes 
when heavy velours and velvets are 
forced upon it. There are rooms where 
even the gay and ubiquitous cretonne is 
not satisfying. This will be found true 
especially in dark rooms with few windows 
or where the windows are overshadowed 
by a porch. 

Nothing can be done to bring a dark 
room out of its glowering gloom unless 
the walls are painted or papered a light 
creamy yellow the most luminous of 
colors. This done, the windows are 
easy. First, forget that overdraperies 
exist and that you and your neighbor 
have always thought them an essential 
part of a good-looking window. . Then 
plan a scheme by which glass curtains 
can be effectively used alone. 

In a living room or dining room a really 
deep cream or ecru marquisette would 
be interesting with applied hems of deep 
blue and with a full valance of the same 
material also hemmed with blue. A more 
pretentious effect could be achieved by 
using silk gauze with ruffles of taffeta 
in contrasting color. It must be remem- 
bered that curtains of that type must be 
dry-cleaned. One of the secrets of 
attractive windows without overdraperies 
is to have the curtains full skimpiness 
can not be forgotten or forgiven. 

The illustration shows an effective 
treatment much like those suggested. 
The material is theatrical gauze and the 
bands a striped cretonne. Additional 
dignity is given by having a rod in the 
hems of the valance at both top and 
bottom. 

Instead of using bands the valance 
alone may be cretonne and if the glass 
curtains are ruffled tie backs the tie 



backs should also be cretonne. In the 
bedroom one of the newest ideas is to 
hang a voile or marquisette panel with a 
ruffle at the bottom over the glass. Then 
at each side arrange ruffled tie backs of 
the same material just as though they 
were heavy overdraperies. One charm- 
ing treatment of this kind was in the 
home of a young bride. The curtain 
across the glass was a soft delectable 
pink and the voile curtains at each side 
were printed with little pink nosegays 
and ruffled in plain pintf. 



Curtains of theatrical gauze banded with colored cre- 
tonne are effective 



Curtaining the Kitchen 

Is your kitchen bright and sunny a 
cheerful place to work? Do you like the 
view from the window, or would you 
rather shut it out? Is the room easy to 
ventilate? Or does it present such 
problems as the shadow cast by an over- 
hanging porch roof, or the too close 
proximity of your next door neighbor's 
entry, or a northern exposure, seldom 
visited by the sun? The question of 
curtains for the kitchen, if one decides to 




curtain it at all, hinges on such points as 
these. 

You are tempted to have curtains of 
some sort because they add a note of 
cheerfulness and gayety that somehow 
makes the work seem easier. Any type 
of curtain you select will need fairly 
frequent laundering because cookery tends 
to saturate draperies with greasy steam. 
Sturdy, washable materials are therefore 
best. In making up the curtains it is 
well to run in a tuck near the upper casing 
to allow for shrinkage. Good fabrics to 
use are unbleached muslin, gingham, 
glass toweling, English prints, or Japanese 
crepe. Curtains made of any of these 
may be hung at the sides of the window 
only, or arranged to draw across it. 

Sometimes, as the city dweller knows, 
a curtain hung close to the window is 
necessary for privacy. Lightweight but 
durable fabrics which will admit a good 
deal of light are scrim, marquisette, 
voile, or dotted Swiss. The material may 
be banded with a bright color or it may 
have a few appliqued motifs on it. Such 
glass curtains may be full length, or they 
may be of the Dutch or double-sash type, 
shirred on rods, to make ventilation easy. 

Many variations are possible in kitchen 
curtains. Checked and flowered hems 
may be used on plain materials, and plain 
gingham on figured materials. One of the 
newest ideas is to make the kitchen shades 
of the oilcloth which comes in plain cream, 
rose, blue, and green, and in figured pat- 
terns. These shades are mounted on 
rollers just like an ordinary window 
shade and can easily be made at home. 



Choosing Good Curtains for 
the Children's Room 

When the children are little their bed- 
room is often their playroom, too. As 
soon as they are old enough to observe 
them, children take great delight in the 
furnishings of the nursery. Curtains for 
the children's room should be sturdy, 
simple, decidedly decorative. The colors 



November, 1928 



NEW RECLAMATION ERA 



167 






and Associate Editor 
New Reclamation Era 





in them should be pure in value, rather 
than dainty pastel shades. These make 
little appeal to a small child. Because of 
the need for sunlight and air, glass 
curtains are omitted unless the situation 
of the window makes this impossible. 
For nap time the light may be modified 
by a dark shade or screen of some sort. 
One way to effect this is to line the side 
curtains and arrange them to draw. 

Here is an attractive window treatment 
for a child's room. The curtains are of 
fast-colored print, in a blue and red 
pattern, with a blue border on both cur- 
tains and valance. The valance and side 
draperies are hung on separate rods so 
the draperies can be brought together at 
nap time. As both walls and woodwork 
of the nursery are a light warm gray in 
color, these gay curtains are very attrac- 
tive. ThTere is a hit-and-miss rug on the 
floor, mostly red, blue, and gray. Ging- 
ham, Japanese crepe, or appliquiSd un- 
bleached muslin could have been used 
with good effect. Motifs for applique 
may be cut from cretonne and figured 
ginghams and color ideas may be taken 
from the child's favorite picture book. 



About Draperies 

The fabric and pattern of drapery 
material should be dignified and simple 
enough to suit all tastes. If the rug and 
wall paper are figured or the upholstery 
decidedly patterned, a plain-colored rep, 
sateen, lightweight denim, sunfast, or 
casement cloth would be the wisest 
choice. If all the surfaces of the room 
are plain, figured materials would relieve 
the monotony and create a "homey" 
appearance. Avoid flower designs that 
look too natural and are in brilliant colors. 
Carefully blended tones and dignified 
conventional designs are more suitable. 



Help For The Home Sewer 

Texture is a very important considera- 
tion when choosing materials for a gar- 
ment , This is especially true in regard to 
stout figures; ahiny fabrics, even though 
thev are black seem to increase the size 



of the wearer. Coarsely woven, thick, or 
fuzzy materials increase the apparent 
bulk of the figure. Soft, clinging mate- 
rials should be chosen for the plump 
person rather than those which are stiff, 
such as organdie and taffeta. These may 
be worn by the more slender, youthful 
figure. Color, although not a texture, 
is another important factor. Light and 
bright colors tend to increase the size 
while dark neutral colors decrease the 
apparent size of the wearer. 




Good curtains for a child's room 

Care in fitting a garment, whether 
homemade or ready-made, helps to deter- 
mine its appearance and the way it wears. 
Badly fitted clothing pulls and gives at 
the wrong [joints and is a source of con- 
tinual dissatisfaction. Much time may 
be wasted trying to remedy the trouble. 
A well-fitted, appropriate, becoming suit 
or dress will give its wearer a look of dis- 
tinction and trimuess. 

Commercial patterns are planned for 
ideal figures, and must almost always be 
altered to fit the individual user. A 
knowledge of fitting is fundamental for the 
home sewar. 



The dress form is an advantage in 
making dresses, especially for the woman 
who must do her own fitting. She can 
study the lines best suited to her figure, 
regulate the length of the skirt and other 
parts accurately, and determine most of 
the changes that may be necessary. The 
final test of the fit of a costume should be 
made while sitting. It should be per- 
fectly comfortable and no unsightly 
wrinkles should develop in this position. 

A well-fitted garment allows freedom 
of movement without being too large, 
and is free from unnecessary wrinkles and 
folds. The general style of the garment 
determines whether the fitting should be 
snug, easy, or loose. Garments fitted 
moderately loose are best suited to large 
figures, for tightness emphasizes the 
curves and makes the figure appear 
larger. Make any garment too loose 
rather than too snug. Allow for shrink- 
age of the fabric when it is cleaned. 
Underarm seams and center fiont and 
back threads of any garment are always 
perpendicular to the floor. The skirt 
hangs straight without swinging to the 
front or to the back. When fitting a 
garment try the seams in different posi- 
tions, especially those of the shoulder. 
Study the figure to find the position 
which will emphasize the best features 
and conceal those which are not so good. 
Put the attention on fitting the figure 
rather than on keeping the lines of the 
pattern. 



Electricity Acts as*Servant 
On Project Farms 

The strides forward that are being made 
by new inventions are all directed toward 
making this a better world to live in. 

In this generation we can go back to 
history and read about methods employed 
in any task and make comparison with 
present-day methods and these will invari- 
ably be found to be much improved. A 
lot of lost motion has been eliminated by 
present-day methods, and labor-saving 
devices have made easier the tasks on the 
farm and in the home. 

If a vote were to be taken among rural 
communities and farm population as to 



168 



NEW RECLAMATION ERA 



November, 1928 



what one factor has contributed most to 
the comfort and pleasure of the commu- 
nity as a whole, or to the individual, I 
believe electricity would be the answer, as 
it affords many ways of doing things in an 
easier and better way. 

Think what light alone has accomplished 
for people in rural communities. The 
friendliness of light is acknowledged by 
all. Dislike of darkness is inborn in each 
of us. It hasn't been very long ago that 
the practice obtained generally of carrying 
an oil lamp from room to room to furnish 
the necessary illumination, then each day 
these oil lamps had to be cleaned and filled 
to be ready for night service. This is 
still done to some extent but is gradually 
being eliminated. 



Electric power saves time and human 
energy, creates cleanliness, and acts as a 
well-trained servant subject to your de- 
mands, and at a very small cost. 

Those of our projects which are fortu- 
nate enough to have power plants enjoy all 
the benefits electricity offers at a low rate. 

The long working day on the farm has 
been shortened by its help, many of the 
back-breaking chores have been eased, and 
evenings mean relaxation and solid 
comfort. 

Power companies find it profitable to 
maintain a special staff of experts to 
instruct the rural population in the many 
ways electricity can be of service. This is 
appreciated and just how much interest is 
shown may be gleaned by record attend- 



ances at the lectures held in the field of 
activity. New installations mean financial 
return to the utility company but also mean 
easier and better ways of doing things. 

Project people are progressive. They 
always have time to listen to how things 
may be done in a better way. 

Some of the finest kitchens I have ever 
seen were on reclamation projects and 
with what pride the project women like 
to show them! While utility is para- 
mount it is effectively combined with 
attractive appearance and the result is a 
delightful place to work in. Neighborly 
visiting of housewives is, to a great extent, 
carried on in the kitchen, often while some 
task is being carried out like preserving, 
canning, etc. 



Economic Notes From the Belle Fourche Project, South Dakota 

By Olio C. Batch, Associate Reclamation Economist 

Sugar-Beet Harvest on the Belle Fourche Project 



A T the end of the first 10 days of har- 
* vesting the 1928 sugar-beet crop on 
the Belle Fourche project, indications are 
that tonnage in every section will surpass 
the preharvest estimates. The restric- 
tion placed on delivery, owing to warm 
weather, has retarded the general cleaning 
up of early beets, but the fields which have 
been completed have all gone over rather 
than under their estimated yields. 

In the Vale territory the sugar company 
field man places an estimate for an aver- 
age production of 12.5 to 13 tons, while 
many of the growers state their beets are 
making from 13 to 15 tons, with their best 



beets still to be harvested. Chris Reitz, a 
tenant on the Walter Foster farm 5 miles 
east and 2 miles north of Vale, is making 
15 tons at the present with the expecta- 
tion that one field will go 20 tons an acre. 
Beets on theSemmons land just south of the 
Empire beet dump are going 20 tons, with 
the same story of better beets still to come. 
The Nisland territory was estimated to 
average 12.3 tons, with Mr. Knapp now 
raising his estimate to 13.3 tons with the 
belief that he is still too low. Twelve 
acres on the Langdon farm, just north of 
Nisland, made 16.7 tons; 6.8 acres on the 
Grant Morseman farm, 3 miles east of 




Dairy herd of a new settler on the Belle Fotirche project, S. Dak. 



Nisland, made 17 tons per acre. C. 1. 
Parks, one of the progressive farmers of 
the Arpan section, has cleaned up one 
field that made 16.5 tons an acre. Frank 
Stoughton, also in the Arpan section, in a 
field that was estimated at 15 tons, has 
cleaned up 3 acres of the poorest part of 
the field at the rate of 16 tons per acre. 

In the Newell territory, the average 
production at the present time is 12.3 
tons, with every reason to believe that 
this w r ill be maintained if not bettered. 
Carl E. Anderson, a tenant on a State 
rural credit farm 2 miles south of Newell, 
has cleaned up 5 acres rom one field that 
is averaging 14 tons and expects his final 
average to equal this figure. Harry 
Cunningham, from a field of fall-plowed 
alfalfa land just south of the project head- 
quarters, is making a little better than 14 
tons. Adam Flaumer, a tenant on the 
Kenaston farm 2 miles east and 6 miles 
south of Newell, is averaging 16 tons from 
a field that, had it been properly prepared 
for irrigation, would easily have made 20 
tons an acre. 

At the sugar factory on the 29th of 
September, 1,500 tons of beets were being 
sliced daily, with a sugar content of 15.4 
per cent compared to last year's high of 
15.7 per cent. The plant, owing to the 
installation of new filter presses, has been 
slow in working up to capacity. With the 
acreage under contract and the high aver- 
age yields, the plant will be pushed to the 
limit in order to handle the season's pro- 
duction of beets in the period it will be 
able to run economically. 



November, 1928 



NEW RECLAMATION EBA 



169 



Belle Fourche Project 

Attracts Dairy Farmers 

Within the past few weeks, seven new 
families have secured locations on the Belle 
Fourche project in the vicinity of Newell. 
They were attracted to this section by the 
excellent opportunities for the man who 
plans on dairying as the major part of his 
farm operations. One of the newcomers 
has moved down from Harding County, 2 
have come from the vicinity of Burke, S. 
Dak., 1 from Rapid City, 2 are coming this 
fall from the Baker-Ismay country of Mon- 
tana, and the seventh from Dixon, 111., 
where it was necessary this year to pasture 
his cows along the public roads. 

In each case these men were attracted 
to the Belle Fourche project because they 
could produce all their dairy feeds on local 
irrigated farms. Corn, oats, and barley, 
all good dairy grain feeds, can be pro 
duced to advantage. Our unlimited sup- 
ply of first-class alfalfa hay, priced under 
$10 a ton instead of $25, as in the case 
of the Illinois man and other dairy sec- 
tions of the country, looked like a real 
bonanza. The idea of an irrigated pas- 
ture, either mixed grasses, sweet clover 
or native grasses, that will furnish their 
cows a good, long-season pasture instead 
of only during the spring and early sum- 
mer months was especially appealing, as 
was also the supply of succulent feeds, 
either beets or beet pulp, to balance 
winter-feed requirements. 

Although seven dairy farmers do not be- 
gin to fill the farms of the Belle Fourche pro- 
ject suited to this type of farming, they do 
represent the forerunners of those to come. 
Any section, such as the Belle Fourche pro- 
ject, that can produce from 40 to 60 bushels 
of corn per acre, 50 to 75 bushels of oats, 35 
to 60 bushels of barley, 3 to 5 tons of alfalfa 
hay, an irrigated sweet-clover pasture that 
will carry two cows to an acre during the 
pasture or irrigation season, coupled with 
ideal weather conditions, good marketing 
facilities, and low-priced land, is destined 
to come into its own where the dairy farmer 
is concerned. 

Ships First Car of Honey 

Dr. O. H. Clark, of Newell, has the 
distinction of shipping the first carload of 
honey from the Belle Fourche project for 
the 1928 honey season. He also has the 
distinction of being the first producer of 
honey in the Newell territory to ship his 
product in car lot. In addition to this 
shipment, Doctor Clark has trucked out 
eight loads of honey, or slightly more than 
half a carload, and expects to move the 



most of the remaining 1928 crop in this 
manner in supplying his established trade. 
Doctor Clark's first car of honey was 
sold through Root & Co., and goes to a bot- 
tler of fancy honey at Kansas City, where 
it will be transferred from its present 60- 
pound containers to small glass jars hold- 
ing 4, 8, and 16 ounces. The selling price 
on this shipment was 8J^ cents per pound, 
less a commission charge of one-eighth 
cent a pound. It represents a part of a 65- 
ton crop of honey from 700 colonies of bees, 
250 of which were package bees this spring. 



Up- To-Dale Hay Loader ] 
On Newlands Project 

One of the progressive farmers on the 
Newlands project, Nev., is building hay 
derricks 60 feet high so that he can stack 
his hay in round stacks, 40 feet high and 
containing 250 tons each. No hand 
power is used in stacking the hay. The 
shocks are put up by machinery and with 
the loaders used 500 pounds of hay are 
picked up in one shock. 




Owyhec dam site, Owyhee project, Oreg. -Idaho 



170 



NEW BECLAMATION K.IIA 



November, 1928 



Power Development, Yuma Project, Arizona -California 



By L. N. McClellan, Electrical Engineer, Bureau of Reclamation 



TN 1924 Congress appropriated $250,000 
for the construction of a hydro- 
electric power plant on the Yuma project 
in order to provide cheap power for project 
purposes. Contract was let for the con- 
struction of the power plant on December 
5, 1925, and the plant was completed the 
following year and placed in regular opera- 
tion on July 26, 1926. 

The power plant is located at the siphon 
drop on the main canal about 10 miles 
below Laguna Dam and 3 miles north of 
the town of Yuma, Ariz., at which point 
there is a drop of 10 feet in the main canal. 
The canal has a capacity of about 1,800 
second-feet which is available for genera- 
tion of power except at times when the 
full amount can not be diverted at Laguna 
Dam owing to low stage of the Colorado 
River. Under the present head of 10 feet 
the output of the plant is 1,100 kilowatts. 
When the ail-American canal is constructed 
the water surface in the canal above the 
siphon drop will be raised 4 feet and the 
head will then be 14 feet. The power 
plant was designed and constructed for 
the ultimate head of 14 feet at which head 
the output will be 1,600 kilowatts. 

GENERATING EQUIPMENT 

There are two generating units in the 
power plant, each of which consists of 
a vertical shaft, 1,000-kv-a., 3-phase, 
60-cycle, 2,300-volt alternating current 
generator direct-connected to a high- 
speed, propellor-type hydraulic turbine 
which operates at a speed of 112^ revo- 



lutions per minute and which is rated at 
1,160 horsepower at 14 feet head. Each 
general or is provided with a 30-kilowatt, 
125-volt, exciter direct-connected to the 
upper end of the main generator shaft 
and each turbine has an oil-pressure type 
governor of 16-300-ft-lb. capacity with 
motor-driven fly balls and motor-driven 
oil pump. The turbine pressure cases 
are of the semispiral type built of rein- 
forced concrete, forming the substructure 
of the power house, and the draft tubes, 
which are also built of reinforced concrete, 
are of the conventional elbow type. 

AUTOMATIC SWITCHING EQUIPMENT 

The switching and control equipment 
is of the full automatic type with pro- 
vision for manual operation if desired. 
Starting and stopping is accomplished by 
the operator pressing a push button 
located on each generator panel of the 
switchboard. When the start button is 
pressed the air brakes are first auto- 
matically released, the governor then 
slowly opens the turbine wicket gates 
and the unit gradually conies up to speed. 
Just before synchronous speed is reached 
the generator oil circuit breaker closes, 
connecting the generator to the station 
bus and immediately thereafter the field 
switch -closes and the unit pulls into step 
with the line under control of its voltage 
regulator. When the stop button is 
pressed the generator oil circuit breaker 
and field switch both open, the governor 
closes the turbine wicket gates, and when 




Siphon drop power plant, Yuma project, Ariz. -Calif., showing suspension bridge used for gaging 



; these are completely closed the air brakes 
' are applied, bringing the unit quickly tn 
' a stop. The units are automatically shut 
down in case of low voltage on the trans- 
mission line, excessive current in the 
generator windings, overspeed, failure of 
pressure in the governor oil system, loss of 
excitation, failure of generator winding, 
or hot bearings on generator or turbine. 
The governors are each provided with a 
float control which automatically reduces 
the opening of the turbine wicket gates 
in case the elevation of the water surface 
in the fore bay drops below a predeter- 
mined point. The power output is 
adjusted by this means to suit the quantity 
of water available in the canal and loss of 
head is thereby prevented. 

AUXILIARY EQUIPMENT 

In addition to the main generating 
units and automatic switchboard, the 
power house contains the station service 
transformers, which supply power for 
lights and power about the plant; a 60-cell 
storage battery with IJ^-kilowatt motor 
generator charging set, which furnishes 
power for the control apparatus; a small 
motor-driven air compressor; and a 30-ton 
traveling crane equipped with motor- 
driven hoist and hand-operated travel and 
water system, which supplies domestic 
water for the power plant and operator's 
cottage. 

TRANSFORMER AND SWITCHING STATION 

An outdoor type transformer and 
switching station is located adjacent to the 
north end of the power house, the equip- 
ment of which comprises a bank of trans- 
formers, consisting of three 667-kv-a., 
single-phase, outdoor, self-cooled, 2,300- 
volt to 19050/33,000 Y transformers, with 
a fourth transformer for spare; two 33,000- 
volt, station type, autovalve lighting 
arresters, one on each of the outgoing 
33,000-volt lines; one 33,000- volt auto- 
matic outdoor oil circuit breaker and high- 
voltage meter equipment on the line con- 
necting with the Southern Sierras Power 
Co.'s system; and a 33,000-volt air break 
switch on the line serving the Yuma 
project. 



^ OPERATION OF POWER SYSTEM 



The siphon drop power plant has been 
in continuous operation for a little over 
two years with the exception of the short 
periods when water was out of the main 
canal for repair purposes, and aside from 



November, 1928 



NEW KECLAMATION ERA 



171 



some minor troubles which were experi- 
enced at first and which were later reme- 
died, the operation has been very satis- 
factory. Power is transmitted over a 
33,000-volt transmission line 29% miles 
in length to a substation at headquarters 
which supplies lights and power for the 
office, shops, etc., at this point, to the B 
lift pumping plant which supplies water 
for irrigation of lands on the Yuma Mesa 
and to the boundary pumping plant which 
pumps drainage water, developed in the 
various drains on the valley division of 
the Yuma project, over the levee into the 
Colorado River. A second 33,000-volt 
circuit about 3 miles in length mounted on 
the same poles which support the first 



circuit connects the siphon drop power 
plant with the Southern Sierras Power 
Co. 's substation at Yuma. 

Before the siphon drop power plant was 
constructed, Yuma was on the end of a 
long single-circuit transmission line which 
brought power across the State of Cali- 
fornia from power plants at San Bernar- 
dino and Bishop Creek and frequently 
trouble on this long line would cause inter- 
ruptions to service at Yuma. This sit- 
uation has been greatly improved by the 
siphon drop power plant as in case of 
trouble on the transmission line it can be 
disconnected and the more important part 
of the Yuma load can be served direct 
from the siphon drop power plant until 



such time as the transmission line is 
repaired and restored to service. 

FINANCIAL RESULTS 

The tabulation on page 172 shows the 
results of the operation of the power sys- 
tem for the period August 1, 1926, to 
August 1, 1928. 

The financial success of the Yuma 
project power system is due in large 
measure to the favorable contract under 
which surplus power is sold to the Southern 
Sierras Power Co. Under the provisions 
of this contract the company agrees to 
take all the surplus power available night 
and day and this results in the siphon 
drop power plant operating on a very 




172 



NEW BECLAMATION ERA 



November, 1928 



Energy delivered: 

Used on project exclusive of Yuma auxiliary project, kilowatt-hours.. 1, 685, 881 

Used by Yuma auxiliary project do 1, 107, 900 

Sold to" Southern Sierras Power Co do 7, 927, 603 

Miscellaneous sales do 17, 883 



Total energy delivered do 10, 739, 267 

Revenue: 

Energy used by project $18, 680. 57 

Energy used by Yuma auxiliary project 11, 937. 04 

Surplus energy sold to Southern Sierras Power Co 71, 512. 98 

Miscellaneous revenue 2, 356. 29 



Total gross revenue $104, 486. 88 

Cost of production: 

Operation and maintenance 28, 462. 27 

Purchased power 5, 868. 13 

Depreciation 26, 681. 29 

Total cost of production, including depreciation 61,011. 69 



Net profit 43,475. 19 

Saving in cost of power used on project and Yuma auxiliary over cost of 

power purchased at commercial rates 47, 383. 00 

Total benefit resulting from two years' operation of power system.. 90, 858. 19 



high load factor. The company pays 
1 cent per kilowatt-hour for all energy 
received during the hours from 8 a. m. 
to 8 p. m. and three-quarters of a cent for 
all energy received during the remaining 
hours. 

Net earnings of the power system are 
credited annually to the lands to which 
supplemental construction on account of 
the siphon drop power plant is charged 
and a distribution of 10 cents per acre 
was applied to the supplemental construc- 
tion charge due December 1, 1927, and a 
further distribution of 25 cents per acre 
has been approved which will be applied 
on the 1928 construction charges due 
December 1, 1928. During these two 
years, part of the power revenues was 
applied on the repayment of funds ad- 



vanced by the Southern Sierras Power Co. 
for construction of the interconnection 
between the siphon drop plant and the 
company's system and part was applied 
on the unsecured portion of the construc- 
tion cost of the power plant and this has 
reduced the amount available for distribu- 
tion. In the future the distribution of 
net revenues should amount to about 70 
cents per acre. 

The Yuma auxiliary lands do not par- 
ticipate in the distribution of net power 
revenues as these lands were not charged 
with any portion of the construction cost 
of the power plant, but they benefit from 
the power development owing to the reduc- 
tion in cost of power for operation of the 
B lift pumping plant. Up until the time 
that power became available from the 



Government plant the cost of power used 
at the B lift pumping plant was about 
$0.0286 per kilowatt-hour, whereas power 
from the Government plant is now fur- 
nished to the B lift plant at $0.0082 per 
kilowatt-hour. It is estimated that the 
siphon drop power plant has saved the 
Yuma auxiliary lands about $19,000 
during the past two years in the cost of 
power and this saving will of course in- 
crease as the power requirements of the 
Yuma auxiliary project increase. 



Federal Reclamation Laws 

Annotated 

i 

A supplement to the 1927 edition of 
Federal Reclamation Laws Annotated has 
been compiled recently by Miss Glenna F. 
Sinclair, of the Washington office, under 
the direction of Assistant Commissioner 
Dent. A limited supply of the supple- 
ment is available and copies may be 
obtained on request. In this connection 
the following is quoted from a recent letter 
from one of our district counsel: 

"I was very glad to receive the supple- 
ment and to learn that it is planned to 
issue similar supplements in the future. 
Federal Reclamation Laws Annotated has 
proven to be one of the most useful vol- 
umes I have ever had occasion to use. As 
well as serving as a convenient desk book, 
I find that it is a most valuable book to 
take to court and to hearings which are 
often held at places where volumes of 
compiled or revised statutes are not 
available. The annotations are very 
helpful." 




Diversified agriculture, including alfalfa, almonds, and milo on the Orlancl project, Calif. 



November, 1928 



NEW BECLAMATION ERA 



173 



Legal Notes of Interest to the Reclamation Projects 

Standard Government Construction Contract, Liquidated Damages, Extension of Time, 
Advertising, Acceptance of Other Than Lowest Bids, Time as an Element 



WO recent decisions of the Comptroller 
General are of general interest to the 
officers of the Bureau of Reclamation. 

The first is the decision of July 13, 1928, 
designated A-23639, on the subject of 
"Standard Government construction con- 
tract liquidated damages extension of 
time, "and appears on page 13 of volume 
8, July, 1928. In this decision the Comp- 
troller General holds that under the stand- 
ard Government construction contract 
the practice of granting extensions of time 
is obsolete and that administrative officers 
are without authority to grant such exten- 
sions, the authority of such officers being 
limited to either canceling the contract 
because of the default of the contractor or 
permitting the contractor to perform and 
stating the facts of delay. The Comp- 
troller General declines to make an ad- 
vance decision as to whether liquidated 
damages would be deducted under the 
conditions stated in the question sub- 
mitted to him for decision in this case. 
The decision in full is as follows: 

Comptroller General McCarl to the Sec- 
retary of the Interior, July 13, 1928: 
There has been received your indorse- 
ment of July 10, 1928, forwarding the 
request of the Fairchild Aerial Camera 
Corporation for an extension of time under 
its Standard Government Construction 
Contract No. I, section 19, dated April 6, 
1928, and requesting decision whether 
"under the circumstances cited, the 
department can extend the time desired." 
The contract in question is for furnish- 
ing 1 complete instrument capable of pro- 
ducing topographic maps from aerial 
photographs and combining in one appa- 
ratus the visual measuring and drafting 
systems necessary in producing the maps, 
together with 1 pair of plate holders, 1 
aerial mapping caniera, 10 plate maga- 
zines, and 1 magazine for films. 

It is reported that subsequent to the 
execution of the contract there had been 
developments of a highly technical charac- 
ter relating to the optical setting of lense 
and the arrangement of plate holders, 
which developments had been obtained 
from various sources in this country as 
well as abroad, through practical uses of 
the apparatus known as aerocartograph, 
and that while the original plate holders 
would satisfactorily perform their func- 
tions they could be improved and reflect 
a saving in time, with a greater degree of 
accuracy in producing maps by improve- 
ments made therein through the utiliza- 
tion of the latest available information. 
Apparently the Fairchild Aerial Camera 
Corporation made arrangement with the 
Aerotopograph Co., of Dresden, Germany, 
to manufacture plate holders, and that 
company had requested three months' 
additional time after July 1, 1928, date 
fixed for completion of the contract, within 



which to complete delivery of the plate 
holders. The contractor has agreed to 
incorporate improvements in the plate 
holders without additional expense to the 
Government, and the procuring agency 
has expressed its desire to permit the 
improvements to be made. 

Article 9 of the Standard Government 
Construction Contract is quoted in 6 
Comp. Gen. 650 and need not be quoted 
herein. In substance said article pro- 
vides for the cancellation of a contract 
in event of default of a contractor or for 
permitting the contractor to continue 
until performance has been completed, 
with a charge for liquidated damages 
on account of all delays not due to 
certain specified causes. As stated in 6 
Comp. Gen. 650 and 7 id. 534, there is no 
authority in administrative officers under 
article 9 of the Standard Government 
Construction Contract to grant exten- 
sions of time within which to complete 
delivery. The administrative authority is 
limited to either canceling the contract for 
default in delivery or permitting the 
contractor to continue until performance 
has been completed and reporting the 
facts of the delay to this office for con- 
sideration as to whether liquidated 
damages should or should not be charged 
under the contract. 

Article 16 (d) of the contract in this case 
provides that: 

Upon completion and acceptance of all work re- 
quired hereunder, the amount due the contractor under 
this contract will be paid upon the presentation of a 
properly executed and duly certified voucher therefor, 
after the contractor shall have furnished the Govern- 
ment with a release, if required, of all claims against 
the Government arising under and by virtue of this 
contract, other than such claims, if any, as may be 
specifically excepted by the contractor from the opera- 
tion of the release in stated amounts to be set forth 
therein; payable from appropriation for topographic 
surveys, 1929. 

When the contract has been com- 
pleted, the voucher for the contract price 
with report of all the facts in the matter 
of the delay, with administrative recom- 
mendation as to whether or not liquidated 
damages should be charged for all or any 
part of the delay, should be submitted to 
this office- for settlement. If the con- 
tractor should so request, it may be paid 
the contract price less liquidated damages 
for any delay in delivery, and a separate 
voucher for the amount withheld as 
liquidated damages, accompanied by 
administrative report and recommenda- 
tion, may be submitted to this office for 
settlement. 

Answering your question specifically, 
you are advised that you are not author- 
ized to grant any extensions of time under 
article 9 of Standard Government Con- 
struction Contract, and this without 
reference to the question whether or not 
the facts of delay are such as to preclude 
charging the contractor with liquidated 
damages. In other words, the procedure 
heretofore of administrative officers grant- 
ing extensions of time for delay in com- 
pletion is obsolete under the Standard 



Government Construction Contract. 
There has been substituted therefor the 
administrative function of reporting on 
the facts of delay where the contractor 
has been permitted to continue until 
performance has been completed. 

The second is the Comptroller General's 
decision of July 31, 1928 (A-23703), 
upon the subject "Advertising bids 
acceptance of other than lowest time 
as an element" reported in Decisions of 
the Comptroller General, volume 8, July, 
1928, page 52. By this decision, the 
Comptroller General holds that where 
time of delivery is an important element, 
that fact should be clearly stated in the 
original or printed specifications, invita- 
tions for bids, or instructions to bidders 
and there is no authority for acceptance 
of other than the lowest bid where the 
bidders were only advised orally that time 
of delivery was an important element 
and the higher bidder offered to make 
delivery at a much earlier date than did 
the low bidder. This decision in full is as 
follows : 

Comptroller General McCarl to the Secre- 
tary of War, July 31, 1928: 

Your attention is invited to contract 
No. W-190-qm-51, dated April 11, 1928, 
with R. D. Wood & Co., covering the 
purchase of cast-iron pipe, fittings, and 
valves for the War Department, construct- 
ing quartermaster, Carlisle Barracks, Pa., 
it appearing that award of the contract 
was made to other than the lowest bidder. 

The reasons for acceptance of other 
than the lowest bid are set forth on the 
abstract of bids as follows: 

Award made to bidder as shown. Low bid not 
accepted, as delivery could not be completed in desired 
time; also pipe was not the kind as called for on speci- 
fications. 

It appears that the low bidder proposed 
to deliver within 60 days, whereas the 
accepted bidder agreed to deliver within 
21 days. 

An examination of the specifications 
and invitation for bids discloses nothing 
to indicate a maximum time limit within 
which delivery had to be made, or that 
the time required for delivery would be 
considered in awarding the contract. 
Under such circumstances there was no 
authority for rejecting any bid merely 
because the time in which delivery was 
proposed was greater than the time speci- 
fied in some other bid. In this connection 
attention is invited to decision of January 
28, 1926, 5 Comp. Gen. 546, 548, in which 
it was said: 

If time is to be a controlling element in the accept- 
ance or rejection of a particular bid, it should be so 
stated in order that all bidders may have equal oppor- 
tunity to offer supplies, etc., within the time so stated. 
In the matter here presented, the instructions to bid- 
ders stated that time of proposed delivery would be 
taken into account in making the award. Therefore, 



174 



NEW RECLAMATION ERA 



November, 1928 



if it ran be shown that ilii 1 difference in time of dc- 
livery is of more value In (lie (lovernmcnt than the 
difleremv in priee. anvpi.-mcc of the higher liiil is 
authorized, otherwise the :i\vanl should ho made I" 
the lowest bidder. In determining (he value to the 
Government of the difference in time of delivery 
there would be for consideration the rate of liqui- 
dated damages to be stipulated in the contract for 
delay in delhery. 



In the present case it is stated that 
each of the bidders was advised orally 
that time of delivery was an important 
element. The practice of giving instruc- 
tions, explanations, or information to 
bidders orally instead of in the written 
or printed specifications, invitations for 
bids, or instructions to bidders is objec- 
tionable and should be discontinued. 



The award of the contract in this case 
will not be further questioned, but the 
mailer is brought to your attention for 
such administrative action as may be 
neeessary to prevent the recurrence of 
such a transaction. R. E. Ktniili-myer t 
District Counsel. 



Regulations for Taking Crop and Livestock Census 

On Federal Reclamation Projects for Year Ending December 31, 1928 



T'HE crop and livestock census for the 
year 1928 on Federal reclamation 
projects shall be taken by employees of 
the bureau under the direction and super- 
vision of the project superintendent, ex- 
cept on projects which have been turned 
over to the water users, when the census 
shall be taken by employees of the water 
users' association or irrigation district 
under the supervision of an employee of 
the Bureau of Reclamation designated by 
the commissioner. If no such supervisor 
of the census is designated by the commis- 
sioner, then the manager or superintend- 
ent of the district or association shall act 
as supervisor of the census. The methods 
employed will be similar to those followed 
in 1927. 

CENSUS FORMS 

The record forms to be used by the 
enumerator w.ill be the usual Bureau of 
Reclamation Form 7-332, as modified in 
1925. The Washington office of the 
Bureau of Reclamation has a supply of 
these forms on hand, and the various 
projects should request the number re- 
quired for this year. Surplus forms on 
hand from the 1927 supply may be used 
this year, and this should be taken into 
account when requesting forms. The 
form enumerates most varieties of crops 
produced and stock kept on the various 
projects. Blanks are provided on the 
form for listing additional items. Auto- 
biles, trucks, and tractors should be 
listed and valued separately from other 
farm equipment, which should be valued 
as a lump sum. 

ACCURACY OF RECORDS 

The Bureau of Reclamation has found 
the crop and stock census data taken 
annually in past years to have great value 
for reference. Under section 4 of the 
act of December 5, 1924 (43 Stat. 672, 
701), which provides for repayment of 
construction costs on the basis of the 
average gross annual acre income, these 
census data become of paramount im- 
portance and should be collected with 



great care. The enumerators should 
interview the farmer and secure his co- 
operation if possible. Absentee owners 
and other conditions will necessitate the 
use of good judgment based on the best 
information obtainable. Form 7-332 
should be dated and signed by the owner 
where possible, otherwise by the enu- 
merator. 

SUPERVISOR 

The project superintendent shall be the 
supervisor of the census on projects being 
operated by the United States. On proj- 
ects being operated by the water users, 
an employee of the Bureau of Reclama- 
tion appointed for that purpose or the 
manager or superintendent of the water 
users' association or irrigation district 
shall be the supervisor of the census. 
The project superintendent, or employee 
of the Bureau of Reclamation designated 
as supervisor of the census or the manager 
or superintendent of the water users' asso- 
ciation or irrigation district, as the case 
may be, shall appoint the enumerators 
and review their work. He shall confer 
with leading produce and commission men 
and water users of the project and deter- 
mine the values to be applied to the 
various crops. He shall have prepared, 
under his direction, the necessary sum- 
maries of all data collected and transmit 
the original copy to the Washington office 
of the Bureau of Reclamation and a dupli- 
cate copy to the Denver office of the 
Bureau of Reclamation. Before the cen- 
sus shall be of any effect on those projects 
which have been turned over to the water 
users it is necessary that the Secretary of 
the Interior approve these summaries. 

INFORMATION SHOWN 

The crop census shall show, with re- 
spect to each farm, the total number of 
irrigable and irrigated acres, the number 
of acres of the various crops grown, the 
yields per acre, and the values of such 
crops. Supplemental data showing 
whether the crops were sold, fed, or 
stored should be shown. 



HOW TO VALUE 

Many farmers will not have sold their 
crops; then the enumerator shall place a. 
value upon such crops in accordance with 
the unit prices as fixed in general by the 
supervisor; others will have fed hay and 
grain to livestock, and the value of such 
crops shall be determined as if the crops, 
had been sold. Hay, fodder, or other 
harvested forage shall be valued in the 
stack on the farm. Crops such as grain,, 
beans, potatoes, seeds, etc., shall be 
valued f. o. b. cars, shipping point, exclu- 
sive of the cost of containers. Fruits, 
berries, and vegetables shall be valued 
f. o. b. cars, shipping point or warehouse,, 
exclusive of the cost of grading, packing, 
storing, and containers. All factory crop& 
such as sugar beet, string beans, cucum- 
bers, tomatoes, etc., shall be valued at 
the selling price to factories or dealers; 
(including estimated bonuses) f. o. b. ship- 
ping point, when not delivered direct to 
the factory. Grain crops which were not 
harvested for hay or grain should be in- 
cluded as pasture. A distinction should 
be made in value between tame and wild 
irrigated pasture and the value should be 
a reasonable annual rental for such pas- 
ture. Straw, sugar-beet tops, hay and 
grain stubble, etc., and other by-products, 
should be listed and valued. All gardens, 
and miscellaneous crops should be listed 
and valued. 



THE cucumber harvest on the Belle 
Fourche project ended with the- 
heavy freeze of September 25, returns 
from 1-acre patches running from $100 
to $200. The highest return was reported 
from the George Seitz farm near Vale 
where 3J^ acres gave returns of $684. 



THE North Morrow County Agricul- 
tural Fair was held recently at 
Irrigon on the west extension of the 
Umatilla project. Among the exhibits of 
project products were three watermelons, 
weighing a total of 148 pounds. 



November, 1928 



NEW RECLAMATION ERA 



175 



"Success on Irrigation Projects" 



A BOOK by Dr. John A. Widtsoe, 
educator, author, and churchman, 
commands the respect and attention of 
the reading public. His latest work, 
Success on Irrigation Projects, published 
by John Wiley & Sons, New York, 
is no exception. Drawing on a fund 
of experience covering many years of 
intimate study of irrigation problems, as 
director of the Utah Experiment Station, 
president of the Agricultural College of 
Utah, and secretary of the special advisers 
on reclamation, Doctor Widtsoe presents 
in this book an excellent example of clear 
and constructive thought. 

As pointed out in the preface, the book 
sets forth, "for nontechnical readers, the 
main principles, by the use of which the 
irrigated and irrigable area may be made 
to serve more completely the needs of 
modern, civilized man." In his develop- 
ment of this theme Doctor Widtsoe has 
drawn freely on the report of the special 
advisers on reclamation, appointed in 
1923 by Hon. Hubert Work, former 
Secretary of the Interior. 

The 11 chapters in the 153-page book 
discuss irrigation in the United States, 
locating irrigation projects, the people on 
the projects, helping the farmer, the use 
of irrigation water, irrigated agriculture, 
paying for the farm, factors of coloniza- 
tion, problems of existing projects, civi- 
lization under the irrigation ditch, and 
the destiny of the arid and semiarid 
area. 

The main factors involved in the loca- 
tion of irrigation projects are listed by 
Doctor Widtsoe as engineering feasibility, 
water supply, land productivity, economic 
environment, social acceptability, and acre 
cost, all tied together by the law of develop- 
ment from settled to open sections. 

Six equally important factors to smooth 
the path of colonization are stated as 
follows: 

1. That the project to be colonized, 
when industriously and intelligently tilled, 
must return an income sufficient to en- 
able the farmer to pay his obligations 
and to live a life worthy of our high civili- 
zation. 

2. That men placed on the farm must 
be fitted by temperament and health for 
work in the open country. 

3. That the farmer must be provided, 
as needed, with the necessary technical 
and financial aid, and the proper leader- 
ship must be found to guide him. 

4. That the settlers should be organ- 
ized into communities for their economic, 
social, and religious welfare. 



5. That the water users must be allowed 
to govern the projects in the distribution 
of water and the maintenance of the 
works. 

6. That the religious impulse is neces- 
sary to achieve high and lasting success on 
a colonization venture. 

Several of the fundamental principles 
of success referred to by Doctor Widtsoe 
have already been put into practice on 
the Federal reclamation projects either as 
a result of remedial legislation or through 
administrative action. 

The law now provides that settlers 
shall be selected on the basis of approved 
qualifications of industry, experience, 
character, and capital. The capital of a 
settler must be" at least $2,000 or its 
equivalent in livestock, farming imple- 
ments, or other assets of equal value 
deemed by the examining board on a 
project to be as useful to the settler as 
cash. He must also have had at least 
two years' farming experience, preferably 
on irrigated land. 

The suggestion by Doctor Widtsoe 
that "the United States, in its future 
reclamation work, must provide that 
privately owned land reclaimed by Gov- 
ernment projects shall be sold at fair 
prices" has been met by the adminis- 
trative requirement that contracts shall 
be entered into with the irrigation 
districts on the new projects providing 
for the appraisal of unimproved land in 
private ownership on the basis of its 
present state without reference to pro- 



posed construction. All areas in excess 
of 160 acres must be sold to settlers at 
not more than the appraised value. 
Lands owned in areas of less than 160 
acres may be sold for more than their 
appraised value upon the condition that 
50 per cent of the selling price in excess 
of the appraised value shall be turned 
over to the irrigation district to be ap- 
plied as a credit to the water right on 
that particular tract of land. 

The operation and maintenance of the 
projects are being turned over to the 
water users' organizations as fast as 
practicable. During the past two years 
18 irrigation districts under 10 projects 
have been turned over to local control. 

The feasibility of proposed projects is 
now determined in advance of construc- 
tion by the most careful economic surveys, 
and no project is approved for construc- 
tion which can not meet these tests. 

A basic need, referred to by Doctor 
Widtsoe, is financial aid in the early years 
of changing raw land to a producing farm. 
Most settlers come to the projects with 
entirely inadequate capital, which must 
be supplemented from some source if 
reclamation is to be completely successful. 
This need has been recognized by many 
foreign nations in their work of coloniza- 
tion. Its adoption as a settled policy in 
the United States can not be long delayed. 

Doctor Widtsoe's vision and optimism 
are reflected in his belief that "a great 
era of reclamation and colonization awaits 
our country. An increasing population 
and changing economic needs and social 
ideals will make new demands upon our 
vacant lands from shore to shore." To 
those who share in this belief the book is 
an inspiration and a challenge. H. A. B. 




A well-kept farm home on the Orland project, Calif. 



176 



M \V RECLAMATION ERA 



November, 1928 



North Platte Project 

Fair Prize Winner 

Tin- aoooxnpanying photograph shows 
the Seotts Bluff County exhibit at the 
recent Nebraska State Fair. For the 
purpose of judging the county exhibits 
at the fair the Stair is divided into three 
sections. The exhibit of Seotts Bluff 
County was given first prize in the western 
division. All of the irrigated sections of 
Nebraska are included in this division. 
Although no prize was offered for the best 
county exhibit in the entire State, it is 
reported that the Seotts Bluff County 
exhibit would compare very favorably 
with any other exhibit. The exhibit was 
awarded 148 points out of a possible 150 
offered on taste shown in the arrangement 
of the exhibits. In addition to the prize 
for 'the exhibit as a whole individual 
entries received 163 prizes, of which 35 
were first, 30 second, 37 third, 40 fourth, 
and 21 fifth. 

The exhibit was collected and arranged 
by Mr. Winfield Evans, of Seotts Bluff, 
Nebr., who has had charge of the exhibit 
in previous years, and a large part of the 
exhibit was grown by Mr. Evans. In 
addition to the advertising value of the 
exhibit itself, several thousand pieces of 
advertising matter describing the North 
Platte Valley were distributed. Some 
idea of the advertising value of the 



exhibit may be gained from the fact that 
the Nebraska Slate Fair now ranks first 
in (lie United States per capita attendance, 
daily average attendance, and annual 
gain in attendance during the last live 
\ears. The total attendance this year 
was 427,134. 



ArroWrockDam Topped 
By 362- foot Swiss Dam 

The Schraeh Dam in Switzerland, which 
was built in 1924-25, has a maximum 
height of 362 feet, or 13 feet higher than 
the Arrowrock Dam on the Boise project, 
Idaho. The Schraeh Dam has a crest 
length of 550 feet and a volume of 305.000 
cubic yards. It provides storage capacity 
of 105,000 acre-feet in connection with 
the Waeggital power development near 
Zurich. 

An interesting feature in connection 
with this dam is that the lower or inner 
stream gorge follows a fault plane, the 
weakened rock along the contact plane 
of which had been eroded by the stream 
to a depth of some 80 to 100 feet below 
the upper glacially eroded portion of the 
gorge. Although the fault has a vertical 
throw of 130 feet, the material along the 
contact plane in the bottom of the gorge 
proved sound and tight. 



Tule Lal^e Bird Refuge 

Created in California 

By Executive order, President C >olidge 
has created the Tule Lake bird refuge in 
northern California. The new refuge 
consists of 10,300 acres of Government 
lands in northeastern Siskiyou County, 
Calif., within the Klamath irrigation 
project. These lands are flooded to a 
considerable extent by waste water and 
thus form an excellent waterfowl resort. 

This refuge, which lies just south of 
the California-Oregon line, will supple- 
ment the Clear Lake refuge in California, 
just east of Tule Lake, and the recently 
established Upper Klamath refuge, on 
the west shore of Klamath Lake, in 
Oregon. A year ago it was announced 
that because of lack of water a reflooding 
program on Lower Klamath Lake, west 
of Tule Lake, would have to be aban- 
doned. The establishment of the refuge, 
therefore, on Tule Lake will in a measure 
offset the loss of possible sanctuary 
caused by the abandonment of the 
Lower Klamath program. 

Tule Lake has long been the mecca for 
such wild fowl as the mallard, redhead, 
ruddy duck, cinnamon teal, avocets, 
stilts, and other shore birds. It also is a 
favorite wintering ground for the cackling 
goose, a bird that breeds on the north- 
west coast of Alaska. 




Agricultural exhibit of Seotts Bluff County at Nebraska State Fair, 1928 



U.S. GOVERN MINT PRINTING OFFICB : 12 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 



HON. ROY O. WEST, SECRETARY OF THE INTERIOR 

E. C. FInney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department- 

E. K. Burlew, Administrative Assistant to the Secretary 

tVaikiniton. D. C. 

Elwood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Schnurr, Secretary to the Commissioner P. W. Dent, Assistant Commissioner George 0. Kreutzer, Director of Reclamation Economics 

W. F. Kubach, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N, McCulloch, Chief Clerk 

Center, Colorado. WiUa BuiUint 

R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L Savage, Chief Designing Engineer: E B Debler Uydrographic Engineer 
L. N. McClelian. Electrical Engineer; C. M. Day, Mechanical Engineer; Annand Oflutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent : 
C. A. Lyman and J. E. Overlade, Fiscal Inspectors. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Foiirphfi 


NnwBll. R Hat 


F C Youngblutt 


J. P. Siebeneicher 
W. L. Vernon 
W. C. Berger 
W. J. Chiesman 


" w7cV BeYgerY." '. 
C. E Brodie 


Wm. J. Burke 
B. E. Stoutemyer.. . 
H. J. 8. Devries 


Mitchell, Nebr. 
Portland, Oreg 
El Paso, Tei. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr. 
Portland, Oreg. 
Berkeley, Calif. 
Portland, Oreg. 
El Paso, Tei. 
Mitchell, Nebr. 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise 1 Boise. Idaho 


R. J. Newell 


Carlsbad 


Carlsbad, N. Mex 
Grand Junction, Colo. 
Ballantine. Mont... 


L. E. Foster 
J. C. Page 


Grand Valley 


Huntley ' 


E. E. Lewis 








King Hill" Kins Hill. Idaho 


F. L. Kinkaid 1 




Klamath. 


Klamath Falls, Oreg.. 
Savage, Mont. 


H. D. Newell i N. Q. Whenler 




Lower Yellowstone 
Milk River 


H. A. Parker 


E. R. Scheppelmann-. 
E. E. Chabot 


E. R. Scheppelmann.. 
E E Chabot 


E E Roddis 


Malta, Mont_ 


11. H. Johnson 
E. B. Darlington 


do 


Minidoka ' 


Burley, Idaho 


O . C . Patterson 




B. E. Stoutemyer--. 
R J Cofley 


Newlands ' 


Fallen, Nev 


A. W. Walker 


Miss E.M.Simmonds. 
Virgil E. Hubbell 
N D Thorp 


North Platte 


Mitchell, Nebr 


H. C Stetson 


Virgil E.Hubbell 


Wm. J. Burke 


Okanogan 


Okanogan, Wash... 


Calvin Casteel 


Orland 


Orland, Calif 




C. H. Lillingston R. J. Cofley 


Owyhee 


Nyssa, Oreg 
El Paso, Tei 
Riverton, Wyo 
Phoenii, Ari7. 


F. A. Banks... 
L. R. Fiock 
H. D. Comstock 
C. C. Cragin 


H. N. Bickel 
V. G. Evans 
R.B. Smith 


Kio Grande 




Rlverton 
Salt River' 


R. B. Smith Wm. J. Burke 


Shoshone ' 


Powell, Wyo 


L. H. Mitchell 
Lee R. Taylor 


W. F Sha 




S.rawberry Valley 
Son River" 


Payson,Utah 




Fairfleld, Mont 


G. O. Sanford 


H. W.Johnson tl W Johnson K R Rnrifiis 




flrrigon, Oreg 


A. C. Houghton 






Uncompahgre... 


\Hermiston, Oreg 


Enos D. Martin 






Montrose, Colo 
Vale, Oreg 

Yakima, Wash 


L. J. Foster 

H. W. Bashore.- 
P. J. Preston 


G. H. Bolt... 
C. M. Voyen 
R. K. Cunningham 
H R Pasewalk 


F. D.Helm 

C. M. Voyen 




Vale 
Yakima 


B. E. Stoutemyer 


J C Gawler 


Yuma 


Yuma, Ariz 


R. M. Priest 


E. M. Philebaum 


R. J. Cofley 







Large Construction Work 



Salt Lake Basin, Echo 


Coalville, Utah F. F. Smith >' 


C. F. Williams 


C F. Williams 






Dam. 
Kittitas 


Ellensburg, Wash Walker R Young " 


E. R. Mills 








Sun River, Gibson 


Augusta, Mont Ralph Lowry " 


F.C. Lewis 


F. C. Lewis 


E. E. Roddis 


Billings Mont 


Dam. 
Orland, Stony Gorge 


Stony Gorge Damsite, H. J. Gault "... 


C.B. Funk 




K. J. Cofley 


Berkeley, Calif. 


Dam. 


Elk Creek, Calif. 











i Operation of Arrowrock Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1928. 

> Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

' Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

4 Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 1926, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 

im. 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and Gering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Northport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

> Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

Operation o( project assumed by Strawberry Water Users' Association on 
Dec. 1, 1928. 

" Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermlston Irrigation District informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1921. 

11 Construction engineer. 



Important Incut/gallons In Progrui 



Project 


Office In charge of 


Cooperative agency 


Middle Rio Grande 




Middle Rio Grande conservancy district. 
State of Utah. 


Heart Mountain Investigations 


Powell, Wyo I B Hosig 


Utah investigations - _ 


Salt Lake City, Utah E. O Larson 


Truckee River investigations 


Fallen, Nev " A. W. Walker 








HONEY EXHIBIT AT THE CASSIA COUNTY FAIR, SEPTEMBER. 1928. BY H. H. KECK. OF PAUL. IDAHO. A WATER USER ON THE 

MINIDOKA IRRIGATION PROJECT 



TsTEW 

RECLAMATION ERA 



VOL. 19 



DECEMBER, 1928 



NO. 12 




STORED WATERS, BORN OF SNOW-CLAD PEAKS, MAKE FRUITFUL VALLEYS OUT OF ARID WASTES 



REDUCE 
PRODUCTION COSTS 

ONE of the most effective means of reducing pro- 
duction costs is to increase the yield of product. 
To the achievement of such efficiency the farmer of 
the future Will strive through spending more time in 
the selection of seed, the improvement of his livestock, 
the growing only of such crops and livestock as are 
best adapted to the conditions of soil, climate, and 
other natural conditions of his farm, through scien- 
tific crop rotation, fertilization, properly planned 
drainage, treatment of seed for disease, the feeding 
of balanced rations to livestock, the use of sanitary 
methods in the production of livestock, and the use 
of lime and legumes and other economical methods 
of fertility maintenance. The use of machinery to 
cut costs, especially of labor, will receive increasing 
attention by thoughtful farmers. Means of reduc- 
ing costs lie within reach of most farmers and the 
more far-sighted have already begun to take advan- 
tage of them. '' 



NEW RECLAMATION ERA 

Issued monthly by the Bureau of Reclamation, Department of the Interior, Washington, D. C. 

Price, 75 cents a year 

ROY O. WEST ELWOOD MEAD 

Secretary of the Interior Commissioner, Bureau of Reclamation 



Vol. 19 



December, 1928 



No. 12 



Interesting High Lights on the Federal Reclamation Projects 



Gorge Dam, Orland project, was 
completed on October 25, and the 
event was celebrated by 3,000 people at 
Orland on October 27. Views of the new 
dam appear on the back cover page of this 
issue. 



T^HE contract with the Okanogan irriga- 
tion district for turning over to the 
water users the operation of the Okanogan 
project and adjusting the building charge 
was presented to the vote of the water 
users on October 2. The vote was 115 in 
favor of the contract and 2 against. 



/^PTIONS have been renewed on 59 
^ farms in private ownership on the 
Orland project for sale, after an inde- 
pendent appraisal, to settlers on amortized 
payments over a period of 20 years. 
These farms comprise 1,637.8 acres and 
are valued at $214,925. 



A T a recent sale of lots in the town sites 
"^^ on the Huntley project 190 were sold 
on the day of sale and 20 since that time. 
The total value of the lots was $3,382, of 
which $1,142 was paid in cash, the balance 
to be paid in annual instalments. 



shell pecan growers on the 
Yuma project have inaugurated an 
annual "pecan day" to be observed 
locally by all interested in the develop- 
ment of this industry. This year's cele- 
bration was attended by eminent authori- 
ties who gave a number of talks on the 
growing of pecans as a commercial crop. 



PHE Pomona Grange Fair held recently 
at Boise and the Dairy Show at Cald- 
well, Boise project, were fine exhibitions 
and attracted large crowds. Both exhi- 
bitions were sponsored by farmers' organi- 
zations. 

2172728 



A MILWAUKEE corporation has en- 
^ tered into a conditional contract 
for 200 acres of artichokes in the Umatilla 
project, Oregon. In addition, conditional 
contracts have been made with farmers of 
the district to grow the new crop. Arti- 
chokes grown in the Hermiston district 
have been sent to Milwaukee to be tested, 
and if the sugar content is found satisfac- 
tory the conditional contracts will be 
made permanent. 



/CONSTRUCTION of a main building 50 
by 140 feet in size for a veneer and 
box factory at Montrose, Uncompahgre 
project, has been practically completed. 
The plant will operate the year round 
making veneer and box wood for all kinds 
of fruit and vegetable boxes, as well as egg 
crates, giving steady employment to 25 
or 30 men. 



T^HE Yuma Mesa Fruit Growers' Asso- 
ciation have completed their organ- 
ization and adopted trade names for 
marketing their product, namely, "Yuma 
Mesa" for first class fruit and "Desert 
Chief" for seconds. The association will 
pick the fruit and ship it to Arlington 
Heights, Calif., where it will be packed 
and marketed under the local association's 
trade names. During the month 612 
boxes of grapefruit were picked from the 
Mesa orchards. 



A LIVESTOCK train handled by the 
"^ Great Northern Railway and super- 
vised by the Montana State Extension 
Service visited the various towns on the 
Milk River project recently. This prac- 
tical demonstration was conducted in the 
interest of better livestock, especially on 
the small irrigated farm. The improve- 
ment of stock resulting from proper breed- 
ing, care, and feeding was shown clearly in 
a practical manner. The exhibit is 
expected to encourage better methods of 
handling livestock on the project farms. 



A SPECIAL train of prize-winning live- 
^ stock was run over the Northern 
Pacific Railway recently en route to the 
Portland Livestock Exhibition, and ar- 
rangements were made for a 4-hour 
stop at Glendive, Lower Yellowstone 
project, where they were inspected by a 
large number of project farmers. 

T'HE North PJatte Valley Cooperative 
Poultry Marketing Association called 
recently for bids on three or four carloads 
of turkeys for the holiday trade. It^is 
estimated that approximately 15 car- 
loads of these birds will be marketed 
from the valley this fall. 


PO celebrate the completion of the 

construction of the cut-off con- 
structed by the Union Pacific Railroad 
to connect the North Platte Valley with 
Cheyenne and Denver, the railroad 
recently ran a special train in two sections, 
each pulled by two giant locomotives 
over the new road to Gering, North 
Platte project, where a large banquet 
was held. 

"^"EWLANDS project exhibitors at the 
sixth annual potato and apple 
show on homecoming day at the Univer- 
sity of Nevada in Reno brought home 24 
prizes. 

E Truckee-Carson irrigation dis- 
trict, Newlands project, will soon 
have a majority of the farms on the 
project served with electricity. They 
have expended about $122,000 in building 
power lines to farms. Benefits for this 
improvement have been assessed against 
the lands and payments when due will be 
collected on the common tax roll. 



E Southern Pacific Railroad has let 
the contract for the construction"of 
the remaining portion of the Modoc 
Northern Railroad through the Klamath 
project. It is expected that the road 
will be completed about June, 1929. 

177 



178 



NEW RECLAMATION ERA 



December, 1928 



Settlement and Farm Development Problems of the Vale and Owyhee 

Projects, Oregon 

Paper read at the Oregon Reclamation Congress, Salem, Oreg., November 14-16, 1928 
By George C. Kreulzer, Director of Reclamation Economics, Bureau oj Reclamation 



TMlK Vale and Owyhee projects in 
.i. eastern Oregon and western Idaho 
were approved for construction by act of 
Congress dated December 5, 1924. The 
construction work is now in progress. 
The estimated cost of providing the irri- 
gation and drainage works for both pro- 
jects is $22,500,000 which is to be repaid 
under the reclamation law in 40 years. 
These projects include some of the largest 
and most costly works yet undertaken by 
the Government. The Owyhee Dam will 
be the highest on record when completed. 
It will tower 405 feet above the foundation 
jock which is 56 feet higher than the 
Arrowrock Dam in Idaho. The Owyhee 
Dam will contain 525,000 cubic yards of 
concrete and when finished will cost about 
$5,400,000. This dam will raise the 
water 312 feet and will create a reservoir 
of 1,120,000 acre-feet capacity of which 
715,000 acre-feet will be above the outlet 
and available for the irrigation of project 
lands. Numerous tunnels, syphons, and 
flumes will be required to conduct the 
water through the main canals to the 
land to be irrigated. 

These projects include a combined irri- 
gable area of about 148,000 acres. Of this, 
25,000 acres are in the Vale project. It is 
mainly raw land covered with black sage. 
The Owyhee project includes 123,000 
acres and of this 70,000 acres are new 
lands which have never been cultivated. 

The construction of the Vale project 
was urged because the land of the Warm 
Springs district had become seeped. 
Many settlers had moved away and others 
were being ruined by the spread of alkali 
and a rise in the water table. No private 
agency could be found that would finance 
drainage. Furthermore the district had 
built a reservoir and could use only half 
of its capacity. The Government pur- 
chased half interest in this reservoir and 
largely paid for the water by providing 
the needed drainage. The drainage is 
proving effective. Thus the construction 
of the Vale project tends to rescue the 
investment of several hundred settlers on 
the Warm Springs district and furnishes 
water for 25,000 acres of new land. 

The Owyhee project was urged to fur- 
nish gravity water at reasonable cost to 
41,000 acres now settled but supplied 
with water by pumping at excessive cost. 
The annual cost of water in some of these 
districts under pumps is $11 an acre. 



Tlii-iv will be no financial problem on the 
land on this project which is now settled 
and upon which a splendid agriculture is 
developed. All this area needs is cheaper 
water. The solvency of both projects will 
depend on what is done to stimulate 
settlement and farm development on the 
70,000 acres of new land on Owyhee and 
the 25,000 acres on the Vale project. 
It will aid you in understanding the settle- 
ment and economic problems presented 
by Vale and Owyhee if what is being done 
to provide good irrigation systems and to 
solve some of the problems is briefly 
referred to. 

ECONOMIC INVESTIGATIONS 

Project lands were soil surveyed and 
classified before construction work was 
begun. The poor soils and lands of rough 
topography are eliminated. Careful hy- 
drographic studies were made to assure 
that the water supply will be ample to 
grow high-priced crops. The canals and 
structures are being designed and con- 
structed with the best engineering skill. 
Laterals will be provided so that every 
farm will be supplied with water. These 
systems will be substantial and permanent. 
Every precaution is being taken that water 
may be stored at periods of run-off, con- 
served until needed and then delivered to 
farms in sufficient quantities and at the 
proper times to promote maximum plant 
growth. Drainage, usually a tardy com- 
panion to irrigation, is provided for. On 
these projects it will not be necessary to 
wait until seepage has driven many settlers 
from their homes and is a menace to those 
remaining before actual drains can be 
built. The contracts with the districts 
provide that these drains shall be con- 
structed when needed. The cost is 
included as part of the cost of the project. 
In other words, everything is being done 
to make these physical works modern and 
permanent and efficient for operating. 

The soils of the Snake River Valley are 
renowned for their fertility and for their 
production of a wide variety of crops 
under irrigation. When good farming 
methods are followed, the yields of alfalfa, 
grains, vegetables, and fruits are exception- 
ally high. The yields of corn rival those 
of the best sections of the middle western 
Corn Belt. To secure these high returns, 
farms must be small and intensively 
cultivated. 



These favoring conditions of soil^and 
climate when joined with an adequate 
water supply carried through a sub- 
stantially constructed irrigation system 
provide the foundation for a prosperous 
irrigation community. However, over 
20 years of reclamation experience has 
shown that more is needed for a project 
to reach economic independence. Good 
soil and abundant water have not made 
other projects succeed. It often took 
years to settle the land with good farm- 
ers and for these to develop a profitable 
agriculture. Settlement, farm develop- 
ment, credit, and markets were allowed to 
work out themselves. There was no 
coordinated action bringing together the 
aid and leadership of all interested 
agencies to solve these problems. We 
are challenged to organize and invoke this 
aid in solving the problems of these 
projects. This was contemplated in 1924 
when the projects were under investiga- 
tion. 

RECOMMENDATIONS OF ECONOMIC 
BOARDS 

Two economic boards were appointed 
in 1924 to consider the economic phases 
of Owyhee and Vale. These boards 
were each composed of trained men from 
Oregon and Idaho who understood local 
conditions. They were joined by agri- 
culturists of the Department of Agricul- 
ture and men who had long experience in 
the Bureau of Reclamation with these 
problems. These groups made land clas- 
sifications, determined the size of farms, 
and worked out a program of agriculture 
adapted to climate and soil. They in- 
vestigated the cost of clearing, leveling, 
and the cost of preparing land for irri- 
gation. Estimates were made of the cost 
of buildings, fences, livestock, and farm 
equipment for minimum requirements. 
Estimates were also made of operating 
expenses and farm income. They charted 
a course for the economic development of 
the projects. The groups working inde- 
pendently arrived at practically the same 
conclusions. These conclusions in part 
regarding the Vale project follow: 

Climate, soil, market, and transporta- 
tion conditions warrant for this section a 
high type of agriculture. 

Stock raising with dairy cattle as -a 
basis, and hogs, poultry, and sheep to 
supplement, will form a basis for one of 
the major activities. The feeding of 



Dec-ember, 192S 



NEW RECLAMATION ERA 



179 



cattle on meadow lands will continue 
to be an industry. Conditions are favor- 
able for growing fruits and berries for 
home use. 

The cash-crop farmer will find a lucra- 
tive field in the growing of clover seed, 
alfalfa seed, hay, corn, potatoes, lettuce, 
beans, cereals, and other staple crops. 

The size of units should vary from 20 
to 80 acres for intensive farming, and not 
to exceed 160 acres for the limited area 
of meadow land suitable for cattle feed- 
ing only. 

The development of this area will re- 
quire approximately 500 settlers. 

The preparation of land for irrigation, 
including farm ditches, will vary from $10 
to $30 per acre. 

A 40-acre dairy unit, fully developed 
and equipped, will cost about $7,500 from 
sagebrush to fully developed farm. 

A good settler with $5,000 capital and 
a loan of $2,000 from the land bank during 
the second year will have solvent under- 
taking. 

A settler with $2,500 capital will have 
great difficulty without assistance other 
than is now provided. 

A settler with $2,500 taking a farm all 
cleared and one-half planted to perennial 
legumes can succeed with the aid of the 
land bank. 

Their recommendations included: 

That long-time credit (for improving 
and equipping farms) be extended to new 
settlers. 

That a competent agriculturist be em- 
ployed to aid and assist the settlers. 

That the Secretary of the Interior fix 
the prices at which excess holdings are to 
be disposed of to settlers. 

That provision be made for clearing and 
preaparing a portion of each farm unit 
by the Bureau of Reclamation prior to 
settlement. 

That settlers be selected in accordance 
with their experience, capital, and other 
desirable characteristics. 

Practically the same conclusions were 
reached by the Owyhee board except that 
1,500 new settlers would be required to 
settle and develop the 70,000 acres of new 
land in that project. The two projects 
will require about 2,000 farmer families to 
make full use of land and water. 

THE PIONEERING AGE HAS PASSED 

These boards realized that the value of 
these great undertakings to the State and 
Nation would depend wholly on what is 
done to settle the projects by good farmers 
and on the progress made in the develop- 
ment of a profitable project agriculture. 
They took into account that far-reaching 
changes had taken place in agriculture in 
the last 20 years. Those seeking farms at 
present want to know that their families 
will live in comfortable houses and that 
they will have modern tools and equip- 
ment with which to work. They want to 
know if they can make a satisfactory in- 
come to maintain a decent standard of liv- 
ing. The standard of living of the Ameri- 
can farmer has been greatly elevated in two 
decades. He is no longer willing to subject 
his family to the discomforts of a tar-paper 



shack or go to town in a two-wheeled cart 
drawn by a work horse. He wants living 
in the country to be attractive. If it is 
not, his family is unwilling to undertake 
it. He must have a car to go to town. 
He must have good tools and implements 
if he is to do his work efficiently and keep 
down production costs. Capital must be 
invested to buy labor saving machinery 
if he is to successfully compete with his 
neighbors. Twenty years ago a team, 
wagon, plow, harrow, and a few hand 
tools were all that were needed to begin 
farming. Few farmers now handle hay 
by hand from field to stack or barn. 
Practically all have some mechanical 
means of handling hay at less cost. 
Rarely do we see a farmer broadcasting 
his seed by hand or digging potatoes with 
a fork. The old jig pump was good 
enough to get water out of the well for 
house and feed lot. Now some form of 
power pump is invariably used. The list 
of comparisons is almost endless. The 
antiquated methods of the past are as 
dead as the kerosene lamp. Not only do 
people object to these old-fashioned 
methods of working and living, but they 
are extremely inefficient and uncom- 
fortable. 

In making the farm and development 
programs for Owyhee and Vale the boards 
realized that modern equipment and good 
farming were essential to success. They 
are necessary to create satisfactory earn- 
ing power and human comfort and happi- 
ness, and therefore the solvency of 
projects. 

WHAT HAS BEEN ACCOMPLISHED 

How far have we progressed in making 
the recommendations of these boards 
realities? Congress has recognized that 
settlers to undertake the development of 
an irrigated farm should have some quali- 
fications. Accordingly, settlers on irri- 
gated public lands must now have $2,000 
in cash or its equivalent in livestock and 
equipment, must give satisfactory evi- 
dence to a local examining board that 
they have had at least two years' actual 
farming experience and furnish facts as to 
their health, character, and industry. 
Sufficient settlers have been selected under 
this plan to prove conclusively that it is 
far superior to the old plan of selecting 
settlers by lottery where frequently the 
least skillful or experienced was selected. 

The excess lands that is to say, areas 
held in a single private ownership in 
excess of 160 acres have been appraised 
by an impartial board. These appraisals 
were based on the present undeveloped 
value of the land. These values vary 
from $1 to $15 an acre, depending on 
fertility of soil and the topography of the 
land. The average value of all the land 



is fixed at about $9 an acre. Over 80 per 
cent of such excess land has been signed 
up under binding agreements with land- 
owners providing for sale at appraised 
values. Progress is being made in secur- 
ing contracts for the remainder. Land 
held by individuals in areas of 160 acres 
or less was also appraised. Contracts 
were made with individual owners pro- 
viding that if sale is made at more than 
the appraised value one-half of such 
excess value shall be turned over to the 
district as a credit to the cost of a water 
right on that particular tract of land. 
The effect of such appraisals and con- 
tracts with landowners will tend to curb, 
if not extirely eliminate speculation. A 
competent agent of the department 
trained in settlement work and the science 
of irrigation farming can be assigned to 
these projects when water is available to 
assist settlers in making sound economic 
and financial programs. 

FINANCIAL AID ESSENTIAL 

The boards estimated that the cost of 
developing and equipping a 40-acre dairy 
farm would amount to about $7,500. At 
present, settlers with $2,000 in capital are 
being approved as entrymen on irrigated 
public land. Where can these settlers 
borrow $5,500 or even one-half that 
amount to bring their farms into produc- 
tion? Existing loaning agencies do not 
furnish credit to build houses and out- 
buildings or finance other permanent 
improvements on unimproved farms. 
The Federal land bank makes loans only 
on developed farms from" which the in- 
come is immediate and certain. Local 
banks can only make short-time loans. 
The result is that many experienced 
settlers prefer to remain as tenants on 
throughly improved and developed 
farms, or continue in industries with a 
regular pay check and enjoy the necessi- 
ties and comforts this provides for them- 
selves and their families. Few are willing 
to subject their families to the hardships 
and discomforts incident to the develop- 
ment of sagebrush land to profitable 
farms with small capital and without 
satisfactory credit. No one is optimistic 
enough to believe that settlers can be 
secured with from $5,000 to $7,500 in 
sufficient numbers to settle these large 
areas of unimproved land rapidly enough 
to pay operation and maintenance charges 
and the construction charges which will 
follow soon after the construction of the 
irrigation works. Rapid settlement is 
dependent on securing settlers of small 
means. 

At one time State aid in settlement was 
advocated, but investigation shows that 
in most of these States this was not pos 
sible because of constitutional prohibition 



180 



NEW RECLAMATION ERA 



December. 1928 



Other States did not have the means. 
Such aid was sought from the landowners. 
Most of the excess landowners are land 
poor and have neither the money nor 
credit to make loans or improve farms. 
Formation of corporations to do this neces- 
sary financial and development work has 
been considered. The conlcusion was 
reached that money would have to be 
subscribed largely from the local com- 
munities. These communities are long 
distances from the money centers. 
Money is scarce and interest rates high, 
and few people in them have money to put 
into such an organization. The problem 
is as much unsolved now as it was when 
these projects were approved for construc- 
tion. The Government will soon have 
invested in these undertakings $22,500,- 
000. Under the irrigation district law 
their cost is a first lien on the land. But 
if there is no one on the land those charges 
will not be paid. The value of that lien 
depends on settlement and the Govern- 
ment to-day has no authority to either 
settle the land or act effectively in pro- 
moting settlement. 

TAX BURDENS 

The Government should have author- 
ity to act effectively in seeing that the 
lands are settled. We believe also that 
the State should do something to aid in 
the settlement of these privately owned 
lands. The State is the chief gainer when 
the projects are settled. This aid should 
take the form of advertising and actively 
engaging in settlement work. Instead of 
receiving cooperation in this respect we 
find that the State is levying tribute on 



this development. It is doing this by 
increasing taxes before irrigation is actu- 
ally provided or any good has resulted 
from the irrigation works. Unimproved 
land within the Vale project is now as- 
sessed at $4 per acre for taxing purposes, 
while unimproved land outside the irriga- 
tion project is assessed at $1.50 per acre. 
In addition to this, a special levy of 7H 
cents per acre was assessed against the 
irrigable lands of the Vale project. 

The value of unimproved land on the 
Owyhee project was raised this year from 
$1.50 to $2.50 an acre. This is an in- 
crease of 66% per cent. This is entirely 



The Egg 

Quality is the great factor in market 
value. 

A good market egg requires 

Good production methods on the 

farm. 
Good handling methods during its 

journey to market. 
Speed of movement from the nest 
to the consumer. 

The best method of marketing for 
each producer depends upon 
Volume of egg production. 
Proximity of consuming centers. 
Shipping facilities. 
Cost of transportation service. 
Available buying or marketing 

agencies. 
Time and labor costs required in 

preparation and delivery. 
Farmers' Bulletin No 1878. 



unjustified, because w^ater will not be 
available for several years. The tax levy 
for school purposes in the district where 
the Owyhee Dam is located is 106.8 mills 
which has few equals in the taxing history 
of Oregon. These discriminations greatly 
add to the financial and economic burdens 
of these projects. Instead of assisting 
in making conditions attractive for settlers 
it will have a tendency to drive them away. 
The thoughtful consideration of this 
group is invited to determine where and 
by what means a fund can be provided to 
assist settlers in the improvement and 
equipment of farms. The amounts re- 
quired per farm should vary from $2,000 
to $3,000 and should be repayable over a 
period of 20 years with a low rate of 
interest. The total amount required will 
not exceed 10 per cent of the cost of pro- 
viding the irrigation works. Action 
should also be taken to abolish discrimi- 
nating taxation on these project lands and 
consider ways and means for the State 
to actively aid in settlement rather than 
create barriers which will impair their 
solvency. Unless economic conditions are 
made more favorable the end of further 
reclamation of unpeopled land is not far 
distant. 

TN order to encourage the feeding of 
sheep on the Sun River project 
arrangements have been made through the 
county agent for five boys to take 50 
lambs and feed them for a period of about 
three months. This will make up a car- 
load shipment, and if the experiment is a 
success the same plan will be followed on a 
much larger scale in 1929. 





1 




A fine Holstein dairy herd on the Shoshone project, Wyo. 



December, 1928 



NEW RECLAMATION ERA 



181 



Deadwood Dam Construction Approved by President Coolidge 



f\N October 19, 1928, President Coolidge 
^^ approved the construction of the 
Deadwood Dam, Idaho, as submitted to 
him in the following letter from Hon. Roy 
O. West, Secretary of the Interior: 

THE SECRETARY or THE INTERIOR, 

Washington, October 18, 1928. 
The PRESIDENT, 

The White House. 

MY DEAR MR. PRESIDENT: The act 
making appropriations for the Interior De- 
partment for the fiscal year 1928, approved 
January 12, 1927, provides $416,000 for 
continuation of investigation and begin- 
ning construction of the Payette division of 
the Boise project, Idaho, and the act mak- 
ing appropriations for the Interior Depart- 
ment for the fiscal year 1929, approved 
March 7, 1928, provides $400,000 for con- 
tinuation of construction of this division. 

Section 4 of the act of June 25, 1910 (36 
Stat. 835), provides in effect that after 
the date of that act no irrigation project 
to be constructed under the act of June 17, 
1902 (32 Stat. 388), and acts amendatory 
thereof or supplementary thereto, shall be 
undertaken unless and until the project 
shall have been recommended by the 
Secretary of the Interior and approved 
by the direct order of the President. 

Subsection B, section 4, act of December 
5, 1924 (43 Stat. 701), provides as follows: 

"That no new project or new division 
of a project shall be approved for con- 
struction or estimates submitted therefor 
by the Secretary until information in 
detail shall be secured by him concerning 
the water supply, the engineering features, 
the cost of construction, land prices, and 
the probable cost of development, and he 
shall have made a finding in writing that 
it is feasible, that it is adaptable for actual 
settlement and farm homes, and that it 
will probably return the cost thereof to the 
United States." 

The feature under consideration for 
immediate construction as a part of the 



Payette division of the Boise project re- 
quiring investigation and report under 
subsection B, section 4, act of December 
5, 1924, supra, is discussed in the order 
presented in that subsection. 

The building and operation of the 
Deadwood Reservoir is an intermediate 
step in the carrying out of the construc- 
tion of the Payette division of the Boise 
project, the construction of canals for the 
irrigation of this division to be delayed 
until funds therefor are available. 

STORAGE PLAN 

A reservoir of 160,000 acre-feet capacity 
is proposed on the Deadwood River, a 
tributary of the Payette River, 60 miles 
northeast of Boise, Idaho. This reservoir 
will be used to supply additional water 
for the Black Canyon Reservoir, afford- 
ing a regulated flow for the power plant 
at Black Canyon, to be used by the 
Bureau of Reclamation in supplying 
cheap power for pumping on the Gem 
irrigation district and on five other dis- 
tricts, smaller than the Gem, whose devel- 
opment is threatened because of the very 
heavy cost of pumping, varying from $7 
to $10 an acre. Under present conditions 
there is a serious shortage of water for 
power purposes during the peak of the 
irrigation season in July and August, and 
the output of the power plant is greatly 
reduced during this period. The con- 
struction of the Deadwood Reservoir will 
relieve this condition and make 8,000 
kilowatts of firm power available through- 
out the irrigation season. Additional 
power is also needed for the construction 
of the Owyhee Dam and irrigation works, 
estimated to cost $18,000,000. The reve- 
nues from the sale of this power are 
known to be ample to return the entire 
cost of construction of the reservoir within 
40 years. Consequently there is no need 
of entering into contracts with irrigation 



districts for the repayment of this cost, 
or of any other guaranties of solvency. 

ENGINEERING FEATURES 

The Deadwood Dam will be of arch de- 
sign, 600 feet long, and 160 feet in maxi- 
mum height, containing 50,000 cubic 
pards of concrete. The structure will be 
founded on granite. The Black Canyon 
diversion dam already constructed is a 
gravity section concrete structure, raising 
the river level 90 feet and has been suc- 
jessfully operated for over four years. 

CONSTRUCTION COST 

The estimated construction cost of the 
Deadwood Reservoir is $1,200,000, of 
which $800,000 has already been appro- 
priated. 

FINDING REGARDING FEASIBILITY OF 
PROJECT 

The foregoing data justify the conclu- 
sion that the Deadwood Reservoir is fea- 
sible from an engineering and economic 
standpoint, and I accordingly so find and 
declare. 

PROBABLE RETURN TO RECLAMATION 
FUND OF COST OF CONSTRUCTION 

The next declaration required is that 
the cost of construction will probably be 
returned to the reclamation fund. 

As stated above, the power revenues 
will be ample to return the cost of con- 
struction within 40 years. I accordingly 
recommend the approval of the construc- 
tion of the Deadwood Reservoir and the 
issuance of the necessary authority to this 
department to make contracts for the 
construction and to proceed ^vith the work. 
Sincerely yours, 

ROY O. WEST, 

Secretary. 
Approved, October 19, 1928. 

CALVIN COOLIDGE, 

President. 




Construction progress on Gibson Dam, Sun River project, Mont. 



182 



NEW RECLAMATION ERA 



December, I 








<JHP 




By Mae A. Schnurr 
Secretary to the Commissioner 




Christmas Spirit 

O we ever grow away from it? Clirist- 
mas is and should be a festive day. 
Isn't it pleasant to reflect on our childhood 
days, even while wo are going through 
higher educational institutions, and live 
over the many pleasures that were made 
for us by our families and friends? 

If you would enter fully into the spirit 
of Christmas, as a grown-up, plan and 
share the pleasures of the children; and 
how about the home maker? By a little 
planning the Christmas dinner can be 
made easier to prepare and serve. One 
which can be prepared ahead of time is 
the answer. This does not mean a cold 
handout for the family, either. It means 
selecting dishes for which work can be 
done one or two days before Christmas. 
The home maker can then spend the day 
in the front of the house instead of over 
the stove in the kitchen. 

Start right off with the main course. 
Who needs an appetizer before turkey and 
fixin's? This means fewer dishes to serve 
and fewer to wash up, all of which require 
time. Besides, starting with the main 
course leaves more room for the festive 
dessert which usually accompanies a 
Christmas dinner. 

If turkey heads the menu, prepare the 
bird for roasting and make the stuffing 
the day before. Then in a short time the 
turkey can be stuffed and sewed ready for 
the oven. Or if a fat fowl holds the place 
of honor, simmer it until tender the day 
before. About an hour before dinner 
time heat up the dressing which was 
prepared the day before, stuff the chicken, 
and brown it quickly in the oven. Ham 
for baking may be boiled a day or two 
beforehand, left standing in a cold place 
in the liquor in which it was cooked, 
reheated in this, then skinned, covered 
with bread crumbs and sugar, stuck with 
cloves, and put in the oven for final brown- 
ing just before dinner. 

White potatoes to be scalloped or sweet 
potatoes to be candied may be cooked the 
day before and arranged in a baking dish 
ready for the final cooking. The green 
vegetable spinach, cauliflower, Brussels 
sprouts, or whatever it is may be washed 
and prepared for the pot a day ahead of 
time. 



Make the cranberry sauce or jelly two 
or three days before Christmas and set it 
away in a cold place. Wash the celery, 
wrap it well, and put it in a cold place. 

Tomato aspic or grapefruit for a salad 
can also be fixed the day before. The 
lettuce and salad dressing also may be 
all ready for last-minute combination. 
Lettuce, in fact, gets crisper and more 
attractive if washed, covered, and let 
stand in a very cold place for a few hours 
before serving. 

Plum pudding for dessert can be made 
days before Christmas and reheated just 
in time to serve. Mince pie also can be 
baked a day early. Or a mousse of cream 
and shredded pineapple or other flavoring 
may be packed down in ice and salt the 
day before and turned out in a frozen 
mold at dinner time. If the weather is 
very cold, set the mousse outdoors, and 
the weather will do the rest. The fruit 
cake to serve with the mousse was, of 
course, baked well in advance of the 
Christmas rush. 

Nuts and candies help to give a festive 
touch and may even be arranged in the 
serving dishes long beforehand. 

Thus with forethought most of the work 
of Christmas dinner can be pushed ahead 
and the home maker as well as the rest 
of the family can have a holiday on Christ- 
mas day. 

Care of Food in Winter 

Certain problems are presented in con- 
nection with the care of food during the 
winter season if ice is no longer purchased. 
Cooked left-overs, milk, fresh meat and 
fish, butter, eggs, lettuce, and other 
perishable foods from the market, ordi- 
narily require low but not freezing tem- 
peratures for safe-keeping. In the prop- 
erly managed refrigerator a steady, even 
temperature less than 50 F. but above 
32 F. should be maintained. Without a 
refrigerator, food is subjected to the vary- 
ing temperatures of the atmosphere. 

Out-of-doors cold boxes for food are 
excellent in some ways, but they must be 
given proper attention. One of their 
chief drawbacks is unevenness of tem- 
perature. Food placed in them may some 
times be frozen at night, while, on the 



other hand, in the middle part of the day. 
if the box is exposed directly to the sun, 
temperatures much above 50 may en- 
danger the food that is being stored. 

To protect it from contamination from 
dust in the air, all food stored in out-of- 
doors cold boxes should be put in covered 
receptacles. If the refrigerator is used as 
a winter cold box without ice, it should 
be placed in an unheated spot, such as 
the cellar or an entry, and ventilated 
by keeping one of the doors propped open. 



Variety in School Lunches 

There is apt to be a discouraging same* 
ness about the lunches the children carry 
to school. Why not make sandwiches of 
different kinds of bread once in a while? 
Use whole wheat, rye or steamed brown 
bread sometimes in place of the usual 
white bread; or raisin, nut, or date bread, 
all of which are good with cheese filling 
or no filling at all. Or orange bread, 
made with chopped cooked orange peel. 
For a change omit sandwiches and in- 
clude biscuits, rolls, or corn bread, or 
oatmeal, or bran muffins. A piece of 
cheese, hard-cooked egg, or a chicken 
drumstick may take the place of sand- 
wich filling. The center of a roll may be 
hollowed out and filled with chopped meat 
or cooked fish seasoned with mayonnaise. 
A small bag of crisp potato chips is liked 
occasionally, and, not too often, a piece of 
pickle. 

Salad fillings including a leaf of lettuce 
and any preferred dressing, always help 
to make ordinary sandwiches more moist. 
Bacon and lettuce, ground peanuts mixed 
with cream, tomato with mayonnaise, 
cooked meat cake in thin flat slices are 
other good fillings to vary the sliced cold 
meat that appears so frequently. 

Be sure to season all sandwiches with 
sufficient salt. Cut the bread evenly, 
but not too thin, and spread it carefully 
on both sides so that the butter forms a 
coating that prevents the filling from 
soaking through. Don't get the edges 
smeared with butter. Butter should be 
creamed before it is spread on bread for 
sandwiches, but it should not be melted, 
as that makes it soak into the bread. 



December, 1928 



NEW RECLAMATION ERA 



183 






and Associate Editor 
New Reclamation Era 





A whole tomato, a heart of celery, 
radishes, peeled Jerusalem artichokes, 
some chopped cabbage mixed with boiled 
dressing and carried in a jelly glass, raw 
carrot, or rutabaga are suggestions for 
including uncooked vegetables from time 
to time. Milk, it is to be hoped, is avail- 
able at the school, and perhaps a hot dish. 
Fruit drinks are also desirable, and fruit 
of some kind every day. Dried fruits 
like figs, raisins, and dates can be used 
occasionally. 

Put in a sweet "surprise" nowandthen, 
a new kind of cookie, a piece of choco- 
late, an attractive piece of cake, maple 
sugar, or even a few candies. Needless 
to say the lunch should be packed attrac- 
tively and so that it will be in good condi- 
tion when unpacked. Wrap each food 
separately in waxed paper. Pack those [ 
least likely to crush at the bottom. An 
extra paper napkin or paper towel to 
spread on the school desk adds to the 
comfort and daintiness of the child's 
meal. 

Be Distinctive and Original 

One of our able statesmen said once 
not to do things the way other people do 
them for that reason alone. Establish 
a few precedents yourself and thus be 
distinctive. By doing things different 
from the usual custom originality is I 
encouraged and fostered. This is not | 
only true of children but of grown-ups 
as well. Originality is the very founda- 
tion of progress. 

Farmer's Diet Compared 
With That of City Worker 

In his food supply the farmer has a 
distinct economic advantage over the 
city workingman with comparable in- 
come. Food consumption records col- 
lected from 1,331 families in Ohio, Kansas, 
Kentucky, and Missouri were studied with 
a view to learning what classes of foods 
were chiefly used by these families, and 
also what proportion of their food was 
furnished by the farm, and what part 
was purchased. 



The families included in the study were 
of all sizes, ranging from 2 to 10 persons, 
but the average for the four States was 
4.2 adult-male units. This term "adult- 
male unit" refers to the figure obtained 
by allotting different values to persons of 
different ages, sex, and occupations that 
made up these families. Hired help and 
relatives living with the family were 
allowed for in calculating, and the foods 
consumed by persons of various ages 
were estimated by means of a scale 
which compared the food needs of each 
with those of a moderately active man, 
or an adult-male unit. When the data 
were tabulated, the figures were compared 
with similar figures obtained in 1918 by 
the Bureau of Labor Statistics from 
about 12,000 workingmen's families. 

Because of the large amounts of meat, 
eggs, cheese, milk, and cream furnished 
by the majority of the farms studied, 
the average farm diet furnished an ample 
supply of most nutrients considered nec- 
essary in a good diet, but particularly 
calcium and protein. 

The average workingman apparently 
gets less of most nutritive factors than 



he should, with the exception of protein, 
in which he just meets standard require- 
ments. The farm diet includes an abund- 
ance of fatty foods, sweets, and cereals, 
but falls somewhat below the standard 
for fruits and vegetables. The farmer 
can and should raise more of these prod- 
ucts for home use. 

The workingman's family appears to 
consume practically all foodstuffs in 
smaller quantities than the farmer's 
family. When its figures are made com- 
parable with those of the farm family it 
is seen that the workingman's food costs 
about 24 per cent less, but yields about 
40 per cent less nutrients. It is there- 
fore a more expensive diet, from the 
nutritive standpoint. 



INURING the month a potato packing 
and shipping business was opened in 
Rupert, Minidoka project, handling only 
fancy grades of potatoes. These are, for 
the most part, hand picked and packed 
in small containers. An early shipment 
of tissue-wrapped Russets packed in small 
cartons was consigned to the Hawaiian 
Islands. 




When the frost is on the pumpkin, Strawberry Valley project, Utah 



184 



NEW RECLAMATION ERA 



December. 1928 



Guernsey Dam, North Platte Project, Nebraska-Wyoming 

By W. H. NaUer, Assistant Designing Engineer. Denver Office. Bureau of Reclamation 



'T'HE Guernsey Dam is a part of the 
* North Platte Federal irrigation proj- 
ect of Nebraska and Wyoming and is 
built across the canyon of the North 
Platte River about 3 miles upstream 
from the town of Guernsey, Wyo. The 
Guernsey Dam provides a regulating and 
storage reservoir of 72,000 acre-feet 
capacity and also hydrostatic head for 
the development of 6,000 kilovolt-am- 
peres of electrical power. 

The main storage reservoir for the 
North Platte project is the Pathfinder 
Reservoir located in central Wyoming 
about 160 miles upstream from the point 
of diversion to the irrigated lands. The 
Guernsey Reservoir is located only 9 
miles from the main point of diversion to 
the canals and serves as a regulating reser- 
voir to control the water released from 
Pathfinder and also to store the inflow 
into the river between the two reservoirs. 
The electrical energy developed at Guern- 
sey Dam is interconnected with the other 
Government power plant at Lingle, Wyo., 
and serves the project and the towns in the 
North Platte Valley between Casper, 
Wyo., and Scottsbluff, Nebr. 

The dam site is in a comparatively 
precipitous canyon through which the 
river flows between steep hillsides. Solid 
rock consisting of sandstone of varying 
degrees of hardness, together with lime- 
stone and some shale and with occasional 
streaks of iron ore is generally near the 
surface at the dam site and is exposed in 
irregular din's over portions of the abut- 
ments for the dam. Solid rock in the 
stream bed lies beneath a deep layer of 
sand, gravel, and bowlders so great as to 
render closure between the dam structure 
and the underlying bedrock impracticable. 
Test holes were carried to a depth of 100 
feet below the stream-bed surface but 
failed to reach solid rock. This con- 
dition was a dominant factor in reaching 
decision as to the general design of the 
structure. The territory surrounding the 
dam is covered with a scattering growth 
of pine and cedar trees and withal pre- 
sents a very picturesque setting for the 
structure. 

THE DAM 

The Guernsey Dam is a sluiced clay and 
sand and gravel structure with its down- 
stream portion of heavy rock fill. It is 
105 feet in height above the original 
stream bed, 560 feet long on the crest, 
and has a base width measured up and 
down the stream bed of 1,000 feet. The 
3:1 upstream slope is protected from wave 
action by a 3-foot layer of dumped rock 



riprap. The theoretical top width of the 
embankment is 20 feet. The downstream 
surface has a slope of 2:1 for the top 
30 feet then breaks to a slope of 8:1 for 
the next 50 feet in elevation, from the 
bottom of which slope it is carried level 
for a maximum distance of 160 feet and 
terminates in a 3:1 slope to the river bed. 
The design first contemplated and pro- 
vided for a percolation slope in the 
seepage water through or beneath the 
structure of 8:1 which was changed dur- 
ing construction by the addition of the 
level portion of the rock fill to 9:1. 

The central portion of the dam is a clay- 
puddled core founded in an open trench 
30 feet below the river bed and extended 
above continuously through the main 
embankment to the crest. The trench in 
which this puddled core is founded has 
a bottom width of 10 feet and side slopes 
of 1J^:1. On each side of the clay core is 
a sluiced sand and gravel fill and on the 
downstream side of the embankment is a 
heavy body or blanket of rock fill. 

The North Platte River at the site of 
the Guernsey Dam has a large annual 
run-off, the maximum of record being 
about 2,636,000 acre-feet measured at 
the Whalen diversion dam 9 miles down- 
stream. The maximum rate of discharge 
of record at this same point is about 
20,800 second-feet. The river above the 
Guernsey Dam drains a large area in the 
States of Wyoming and Colorado, and 
it is thought that the maximum possible 
discharge is much greater than the 
recorded amounts. It was also necessary 
during construction to pass the required 
water for the irrigation of the North 
Platte project and to meet other vested 
water rights. Owing to these condition 
and the fact that the construction of the 
dam would require more than one full 
calendar year it was necessary to make 
ample provision for caring for the river 
discharges during construction. 

DIVERTING THE RIVER 

River diversion during construction 
was accomplished by a large tunnel 
excavated through the solid rock of the 
right abutment about on the level with 
the original stream bed. This tunnel 
was the first work of construction. This 
tunnel is lined throughout with concrete 
and provides a net horseshoe section 25 
feet in diameter for 273 feet at the intake 
end and 30 feet in diameter for 797 feet 
at the outlet end, making a total length 
of 1,070 feet. The designed thickness of 
the concrete lining was 18 inches through- 
out, but owing to the varying, laminated, 



and seamy nature of the sandstone and 
limestone in which this tunnel was ex- 
cavated the overbreakage was large and 
necessitated increasing the concrete placed 
in the lining by 47 per cent over the 
designed thickness. 

The rock excavated from the tunnel 
was placed directly into the downstream 
portion of the dam by building out from 
the abutments across the river channel 
and restricting it until after the tunnel 
was completed and closure could be made. 
The tunnel muck, therefore, provided 
largely for the permanent dam and was 
used for the downstream cofferdam dur- 
ing the construction of the earth and 
gravel fill portion of the embankment. 
The excavation from the intake end and 
from the intake portal served likewise for 
the extreme upstream toe of the dam 
and for the upstream cofferdam. 

Suitable concrete portal structures are 
provided at each end. The upstream 
structure provided for the permanent 
closure of the tunnel after its use for 
diversion and the downstream portal 
provided a suitable outlet for the perma- 
nent use of the outlet end of the tunnel 
for spillway and sluiceway discharges. 

Upon the completion of the diversion 
tunnel for the passage of the river flow 
the upstream and downstream cofferdams 
were completed and the river diverted 
through the tunnel. The foundation for 
the main dam could then be unwatered 
and its construction proceeded with. The 
foundation for the dam was first stripped 
of all loam, brush, trees, and vegetable 
matter. The cut-off trench for the base of 
the puddled core was dug into the sand, 
gravel, and bowlders forming the river 
bed to a distance of 30 feet with 10 feet 
bottom width and 1J^: 1 side slopes. This 
trench was not completely unwatered, as 
this would have been impracticable, and the 
clayey material for filling it was dumped 
on the two sides and sluiced into place. 

In order to tie the embankment into the 
rock abutments and prevent seepage along 
the planes of contact three concrete cut- 
off walls were provided on each side of the 
river channel. These walls were keyed 
not less than 2 feet deep into the solid 
rock abutments and built not less than 
5 feet high above the rock surface and 
extended from the original river bed to 
the top of the dam on each side. The 
trenches in which these walls were placed 
were back filled with puddled clayey 
material, and this material was carried 
into the dam embankment over and 
around the tops of the cut-off walls to a 
minimum depth of 5 feet. 



December, 1928 



NEW RECLAMATION ERA 



185 



CONSTRUCTION METHODS 

The construction methods used in 
building the main sand, gravel, and clay 
portion of the dam determined to a large 
extent a detailed composition. The 
borrow pits from which the main em- 
bankment material was obtained con- 
tained clay, sand, and gravel in about the 
right proportions for the embankment 
except that especially clayey material 
was added during construction to furnish 
sufficient extra clay for the puddled clay 
core. 

The material was hauled to the dam by 
trains and dumped from trestles on each 
side of the embankment. A pool of water 
was maintained between these two piles of 
dumped material and the finer materials 
from them were sluiced into the pool 
which thus formed the puddled core and 
left the coarser and more gravelly material 
in the upstream and downstream portions 
of the clay, sand and gravel embankment. 
The trestles from which the material was 
dumped were brought up in several stages 
until the work was completed. The 
result is a structure conforming substan- 
tially to the original design but with 
considerable irregularities in the thickness 
and position of the puddled clay portion. 
Besides the material excavated from the 
diversion and power tunnels, the' solid 
rock excavated from other structures, 
especially the north spillway, was used in 
completing the rock fill on the downstream 
portion and top of the dam. The best 
and most durable of this material was 
selected and used for the three feet of 
riprap on the upstream face. 

The dam and power plant are reached 
from the outside from the higher land 
above the right abutment. A good road- 



way was therefore excavated down to the 
top of the dam and the crest of the dam 
was made into a roadway to reach the 
north spillway structure. To give access 
to the power plant, a branch road was 
built onto and across the downstream side 
of the dam. The roads are surfaced with 
tailings from the Sunrise Iron Mine which 
is located within a few miles of the dam. 
A concrete bridge is provided across the 
north spillway channel, and it is possible 
that at some time in the future the top of 
the dam will be used as a main public 
highway to the country to the north and 
west of the dam. 

The crest of the dam is reinforced with 
a concrete parapet wall extending 3 feet 
above the top of the embankment on the 
upstream side and with a low concrete 
curb on the downstream side. Between 
these, a roadway 26 feet wide is provided. 

The designed plans called for placing an 
earth blanket on the reservoir floor imme- 
diately above the upstream toe of the 
dam. This earth blanket was partially- 
placed as contemplated but was largely 
secured in a very suitable manner by the 
natural settling of the silt from the water 
due to its impounding while it was being 
diverted into the diversion tunnel and 
through th'- north spillway. 

THE SPILLWAY 

The north spillway structure is built 
in the solid rock of the north or left 
abutment of the dam. This provides the 
main facility for passing large flood dis- 
charges and also for the regulation of the 
flow of irrigation water past the dam. It 
has an estimated discharge capacity,' with 
the gate wide open and the reservoir 
water surface at full level which is 13 



feet below the top of the parapet, of 
52,000 second-feet. The structure has a 
waterway area at the control gate of 50 
by 50 feet and a trapezoidal concrete 
lined discharge channel 585 feet in length 
with a bottom width of 25 feet, side slopes 
of }4:1 and depth of 40 feet. Down- 
stream from the gate the channel is in 
solid rock. Upstream from the gate the 
dam side of the channel is formed by a 
vertical reinforced concrete counterforted 
retaining wall 66 feet high at the maxi- 
mum point. The foundation rock along 
the toe of the retaining wall, across the 
channel under the control gate and behind 
the wing wall on the north side was pres- 
sure grouted to avoid leakage past the 
reservoir. The concrete lining of the 
spillway channel is anchored to the solid 
rock by IJ^-inch anchor rods at 10-foot 
centers both ways grouted five feet into 
rock and firmly attached to the steel re- 
inforcement in the lining consisting of %- 
inch steel bars at 15-inch centers both 
ways. Four-inch diameter tile drains are 
provided beneath the lining on the sides 
and bottom at 10-foot intervals and dis- 
charge into a 30-inch square manway 
drain excavated beneath the lining along 
the center line of the channel and run- 
ning from the upstream side of the con- 
trol gate to the outlet end. 

THE CONTROL GATE 

The control gate is a structural steel 
vertical Stoney^roller gate 50 feet 9 inches 
high by 54 feet 7J^ inches wide. The 
gate weighs 434,000 pounds and is coun- 
terweighted by concrete blocks. The 
gate leaf is built up of 12 plate steel gird- 
ers 6 feet deep laid horizontal and suit- 
ably braced and covered on the upstream 




Guernsey Dam, North Platte project, Nebr.-Wyo. 



186 



NEW RECLAMATION ERA 



December, 1928 



side with n i,;-ineh steel skin plate. The 
gate operates ou six sets of raid-pillar 
rollers on each side which run on an H- 
beam track. The web of the H-lieain 
(rack provides tlcxil>ility to take care of 
any deflection in the gate or other nio\e- 
inent that might throw the bearing sur- 
face of the rollers out of plane. Each of 
tin- three lower caterpillar roller sets con- 
tain 24 rollers of chilled cast iron 8 inches 
in diameter by 12 inches long and each 
of the three upper sets contain 15 rollers 
of the same size. The gate is rendered 
water-tight by the use of brass pipe 
staunching rods that move with the gate 
and which the water pressure forces 
against the 6-inch by 6-inch seal angles 
which are embedded in the concrete on 
each side of the structure. 

The gate ia suspended by a large metal- 
link chain on each side that passes through 
the operating machinery which is placed 
directly above, and returns to the counter- 
weights that are placed in concrete cham- 
bers on each side of the gate. The chain 
is made up of high-tensile bronze pins 
5 inches in diameter and 17 inches long 
spaced at 10-inch centers and connected 
by four lines of 1 by 9 inch high-carbon 
steel plate links with a combined cross- 
section area of 36 square inches. These 
chains are made with extreme. accuracy, 
are each 66 feet 2 inches in length, and 
weigh 283 pounds per linear foot. 

The gate-operating machinery is placed 
on a concrete tower structure vertically 
over the gate sufficiently high so that the 
gate can be lifted to the full opening of 
50 feet. Two especially designed hoists 
are provided, one at each side, connected 
by a line shaft and actuated by an electric 
motor placed midway between them. A 
gas-engine stand-by unit is also provided. 
The gate operating machinery is covered 
by a concrete house 14 feet 6 inches wide 
by 72 feet long, roofed over with red clay 
tile and provided with a 5-ton crane for 
maintenance and repair work. The posi- 
tion of the gate can be readily controlled 
to within 0.01 feet and provision for its 
remote control is provided in the power 
plant at the downstream toe of the dam. 

The transferring of the enormous 
weight of the counterweights and gate to 
the chains was accomplished by casting 
the concrete counterweights on a bed of 
sand that filled the counterweight cham- 
bers sufficiently to support the weights 
until the chain connections were made. 
The sand was later removed by an air jet 
from beneath the weights, permitting 
them to slowly settle until the full weight 
was transferred to the chains and through 
the hoist mechanisms to the gate. 

After the north spillway structure was 
completed so that it could handle the 
river flow and the embankment completed 
high enough to divert the river flow 



through il, the diversion tunnel on the 
south side was closed at its intake end. 
This was accomplished by first building 
a concrete arch that closed the portal of 
the tunnel from the top to within 5 feet 
of the floor of the intake structure. This 
left suflicicnl room for the passage of the 
river flow during the low stage thereof. 
This 5-foot opening was later partially 
closed by the use of 12 by 12 inch timbers 
placed vertically and resting in a groove 
in the concrete floor and finally by two 
3 by 6 foot gates sunk into position to 
accomplish complete closure. Puddled 
material was later dumped in front of the 
closing structure to close small leaks. 

DRUM GATES 

An automatic spillway structure is pro- 
vided on the south side by installing two 
64 by 14J^ foot structural steel floating 
drum type gates. These gates are placed 
on the right abutment above the diver- 
sion tunnel and discharge into a 31-foot 
diameter vertical shaft connecting directly 
to the upper end of the 30-foot diameter 
portion of this tunnel. The control 
mechanism of these gates is contained in 
the concrete piers at each end of the 
structure and in the passageways in the 
concrete crest structure. The estimated 
discharge capacity of the two gates is 
30,000 second-feet with the water in the 
reservoir at full reservoir stage. 

The automatic control of each drum 
gate is accomplished by a float installed 
in a float chamber constructed in the 
adjacent concrete pier, which float actu- 
ates a 24-inch needle valve which in turn 
controls the water pressure in the float 
chamber beneath the drum gates by con- 
trolling the release of water from this 
chamber, which is connected by a con- 
trolled opening with the reservoir above. 

The intake gate and trash-rack struc- 
ture for the power water is built on the 
hillside of the right abutment above the 
diversion tunnel and upstream from the 
automatic drum-gate spillway. The con- 
trol gate is placed parallel to the hillside 
on a slope of 45 with the vertical and 
consists of a single 20 by 26 foot Stoney 
roller gate operating from a platform 
above by an electrically operated geared 
gate hoist connected to the gate by 6-inch 
diameter solid steel stems. These hoists 
are housed in a house 13 feet 9 inches wide 
by 27 feet long, similar in design to the 
house over the north spillway gate oper- 
ating mechanisms. The trash rack is 
built above and beyond the gate and pro- 
vides a 4,460 square feet area. The trash 
rack proper is made of 4 by % inch steel 
bars spaced 3 inches apart in the clear. 

The power intake structure is connected 
to the 25-foot diameter portion of the 
diversion tunnel by a concrete-lined cir- 
cular shaft 20 feet in diameter. 



Two permanent massive concrete plugs 
were placed in t he original diversion tunnel. 
The first of these is immediately upstream 
from the connection of the power intake 
and the tunnel and furnishes the main 
water-tight closure of the tunnel to the res- 
ervoir water. No openings are provided 
through this plug. 

The second plug is downstream from 
the first and immediately upstream from 
the connection between the tunnel and the 
shaft from the drum-gate spillway. The 
downstream surface of this plug is suit- 
ably shaped to provide a smooth transi- 
tion between the spillway shaft and the 
tunnel. There are installed in this plug 
three 5 by 5 foot hydraulically operated 
slide gates. These two plugs therefore form 
a desilting chamber in that portion of the 
diversion tunnel that lies between them. 
Through it the power water passes with a 
relatively slow velocity, thus depositing 
its heavier silt wnich can be periodically 
sluiced out through the sluice gate in the 
lower plug and thence through the open 
tunnel below to the river below the dam. 
The operating mechanism for the sluice 
gates is contained in an inclosed chamber 
immediately above these gates, and 
access to this chamber is had by a passage- 
way and stairs leading from the piers of 
the drum gate spillway structure. 

POWER INSTALLATION 

The power penstock proper consists of a 
12-foot diameter circular concrete lined 
pressure tunnel leading from the desilting 
chamber above described through the 
solid rock of the right abutment past 
ihe dam to the power plant below. The 
center line of the power tunnel is parallel 
bo the diversion tunnel 25 feet above and 
42 feet nearer to the river from its center 
line. The power tunnel is 662 feet in 
length and its concrete lining was designed 
to be 10 to 15 inches in thickness. The 
overbreakage in the rock that was solidly 
filled with concrete was 42.8 per cent 
computed on the basis of 15-inch lining 
thickness. The concrete lining was placed 
by a 1 cubic yard gun discharging through 
a 6-inch delivery pipe. The concrete 
contained a 3 per cent admixture of 
diatomaceous earth based by weight on 
the weight of the cement content. 

The power tunnel is a pressure tunnel 
and its concrete lining is not reinforced. 
Its structural integrity to support the 
water pressure is insured by the thorough 
pressure grouting of the rock surrounding 
it. For this purpose 111 holes were 
drilled into the rock to an average depth 
of 10 feet and spaced about 16 feet apart. 
The total amount of grout forced into 
these holes was 60 cubic yards, which is 
equivalent to 0.059 cubic feet per square 
foot of tunnel area. The grout holes 
were placed radially around the tunnel 



December, 1928 



NEW RECLAMATION ERA 



187 



after the lining was completed. Each 
hole was first tested with water, then 
with a batch of thin grout, and after this 
fine sand was added up to a 1 : 1 mixture. 
The grouting operations were apparently 
successful, as no extensive seepage from 
the tunnel has been detected since it was 
put into operation. 

At its outlet end the power tunnel is 
connected to a steel penstock leading to 
the turbines in the power house. The 
steel penstock branches to serve the two 
power units, and immediately above this 
branch a surge tank, is provided to prevent 
excessive pressure rise in the long pen- 
stock. This tank is cylindrical in the 
shape of riveted plate steel, 22 feet in 
diameter, 85 feet high, and is founded on 
a massive concrete base. 

The power house is a reinforced con- 
crete structure 72 feet 6 inches long by 
50 feet wide and 44 feet high above the 
main operating floor. The turbines and 
discharge draft tubes lie below this floor. 
The present installation consists of two 
3,400 horsepower turbines direct-con- 
nected to two 3,000 kilovolt-ampere 
generators with direct-connected exciters. 
The turbines are designed for an average 
pressure head of 65 feet and a speed of 
240 revolutions per minute. Electricity 
is generated at 2,300 volts and stepped 
up to 33,000 volts for long-distance trans- 
mission. The designs contemplated and 
provided for the future construction of a 
second pressure power tunnel on the op- 
posite 'side of the spillway tunnel from 
the present one and the installation of 
two more power units similar to the pres- 
ent units in a house extended downstream 
from the present house whenever such 
additional power is deemed to be justified. 

The tailrace from the power plant dis- 
charges to the tail water level of the river 
surface below the dam at a point upstream 
from the normal downstream toe of the 
dam. It was therefore necessary to pro- 
vide special construction at this point to 
avoid weakening the dam and reducing 
its percolation factor due to this tailrace. 
This was accomplished by excavating the 
tailrace to a depth of 10 feet below its re- 
quired bottom and placing thereon first 
an 18-inch layer of screened gravel to 
serve as a drain and filter for seepage water 
and covering all by an 8-foot 6-inch layer 
of heavy rock fill. 

The Guernsey Dam and power plant 
were constructed under contract by the 
Utah Construction Co. Work was com- 
menced in May, 1925, and completed in 
January, 1928. The principal items and 
approximate quantities of work involved 
in the main contract for the dam, tunnels, 
and spillways only were as follows: 

Excavation, all classes, most of which 
entered the rock-fill portion of the dam, 
223,300 cubic yards. 



Clay, sand, and gravel embankment, 
365,000 cubic yards. 

Pressure grout holes, 3,540 linear feet. 
Drain pipe, 3,850 linear feet. 



Concrete, 22,200 cubic yards. 
Reinforcing steel, 757,000 pounds. 
Structural steel and machinery, 
2,833,000 pounds. 



xhibit by W. T. Peyton 

River ton Project, Wyo. 



his recent visit to the Riverton 
project, while inspecting the exhibits 
at the county fair, Secretary West was 
much pleased with the exhibit of products 
raised on the project by W. T. Peyton, 
gatekeeper at the Wind River diversion 
dam. Mr. Peyton farms a small tract of 
about 4 acres a short distance below the 
diversion dam. The following premiums 
were taken by Mr. Peyton for his exhibits 
at the fair: 

First. Sweet corn, green; Marquis 
wheat; barley with hull; other spring 
wheat (sheaf) ; Sudan grass (sheaf) ; alfalfa, 
second cuttings (sheaf) ; sweet clover, 
white (sheaf) ; Bliss Triumph potatoes 
(table) ; Russett Burbank potatoes (table) ; 
Red McClure potatoes (table) ; display 
three varieties potatoes (table); Red 
McClure potatoes (seed); Russett Bur- 
bank potatoes (seed) ; white Bermuda 
onions; beets for table use; turnips for 
table use; mangel wurzels; parsnips; 
Swiss chard; cauliflower; oyster plants; 
table peas, shelled; red raspberries. 

Special. Largest number of ribbons in 
vegetable classes. 

Second. Individual farm booth; white 
oats; beardless barley (sheaf) ; alfalfa, first 
cutting (sheaf); sweet clover, yellow 



(sheaf); general sheaf exhibit; general 
threshed grain exhibit; Irish cobbler 
potatoes (table) ; Bliss Triumph potatoes 
(seed) ; Irish cobbler potatoes (seed) ; sugar 
beets; muskmelons; celery; cabbages, late; 
strawberries. 

Third. Soft spring wheat; soft spring 
wheat (sheaf) ; yellow Bermuda onions; 
summer squash; crookneck squash; spin- 
ach for table use; lettuce, head; compass 
cherry. 

Mrs. Peyton also obtained the following 
premiums for her exhibits: 

First. Canned rhubard; canned fish. 

Second. Canned cauliflower; canned 
greens; canned cherries; canned goose- 
berries; canned raspberries; snapdragons. 

Third. Nasturtiums. 

The best of the exhibits at the county 
fair were taken to the State fair at Douglas. 
At that fair the following premiums were 
received for Mr. Peyton's produce: 

First. Russett Burbank potatoes 
(seed) ; largest stock carrot. 

Second. Red McClure potatoes (table) ; 
Russett Burbank potatoes (seed); Red 
McClure potatoes (seed). 

Third. Russett Burbank potatoes 
(table) ; late cabbage. 




Cut on High Line Canal, Uncompahgre project, Colo. 



188 



NEW RECLAMATION ERA 



December, 1928 



Grasshopper Control Campaigns on Tule Lake Lands, Klamath Project, 

Oregon-California 



By H. D. Ncwtll, Project Superintendent, and C. A. Henderson, County Agent 



DURING 1907, when the water surface 
of Tule Lake was at a high eleva- 
tion, the lake covered an area of 150 
square miles. In 1908-9 the United 
States built Clear Lake Reservoir, thus 
impounding the greater portion of the 
flood flow of Willow Creek, which, 
prior to that time, had entered Tule 
Lake. As soon as the flood flow began 
to be impounded in Clear Lake Reser- 
voir, the water surface elevation in Tule 
Lake began to lower because of the effect 
of evaporation. In 1912-13, the diver- 
sion channel was built, through which 
Lost River water was diverted into 
Klamath River. The result of the 
construction of the diversion channel was 
to divert into Klamath River up to 
about 300 second-feet of the flow of Lost 
River which, prior to that time, had 
flowed into Tule Lake. From the time of 
the construction of the diversion channel, 
the water surface elevation of Tule Lake 
began to lower steadily at the rate of 
nearly 2 feet vertically every year. As 
the water receded, the land marginal to 
the lake was used for growing grain. By 
1919 the water surface area had been 
reduced to about 100 square miles, sur- 
rounding which were several thousand 
acres of grain and other thousand acres of 
dry land not cultivated. Conditions 
were, therefore, extremely favorable for 
grasshopper infestation, as large areas 
were uncultivated and abundant food was 
available. 

Grasshoppers have been present on 
Tule Lake lands in more or less serious 



quantities since the lake was drained to 
its present low point about seven years 
ago. Poisoning has been carried on by 
lessees in cooperation with Klamath 
County and the Bureau of Reclamation. 
However, extermination was never se- 
cured, owing first, to apathy of lessees; 
second, lack of sufficient funds; third, 
difficulty in securing cooperation in a 
district involving two States, three 
counties, privately owned land, and 
leased Government land; fourth, the 
1-year leases. 

During certain years damage was 
serious, which usually resulted in a fairly 
active campaign the following year with 
much smaller damage. Supplies were 
furnished by the Bureau of Reclamation 
and Klamath County, mixing and spread- 
ing being done by lessees under super- 
vision of the Klamath County agent. 

INFESTATION 

Grasshopper infestation was particu- 
larly heavy in 1928, extending completely 
around Tule Lake and involving consider- 
able bottom land. Eggs were deposited 
the previous fall on the old shore line and 
flats surrounding the lake bottom, and 
also on the more compact soil of the lake 
bottom itself. The circle of infestation 
was about 35 miles in length. It is be- 
lieved that a large part of the eggs laid in 
1927 were from hoppers that had previ- 
ously hatched out on lands south and 
southeast of Tule Lake. 

The area actually infested was approxi- 
mately 25,000 acres. A large amount of 







Grasshopper poison mixer, July 16, 1928 



idle or pasture land provided an ideal 
hatching bed, making fighting difficult, 
inasmuch as the entire lake bed, compris- 
ing 90,000 acres, was more or less infested. 

IMPORTANCE OF CONTROL 

With the homesteading of thousands of 
acres of Tule Lake, complete control of 
grasshoppers became necessary owing to 
damage sustained annually by home- 
steaders on the units bordering the leased 
land. Although this damage did not 
reach any excessive figure, homesteaders 
getting started could ill afford to have 
crops destroyed. The grasshopper situa- 
tion appeared so serious this spring that 
it was realized that every effort of control 
must be made in order to complete the 
homesteading program as planned by the 
Bureau of Reclamation. 

1928 CAMPAIGN 

Considerable loss was experienced in 
1927 by grasshopper depredations, result- 
ing in a further request for financial assist- 
ance from the bureau. This money was 
used in locating egg beds on the lake lands. 
However, most of the upland country was 
overlooked, and 75 per cent of this year's 
crop hatched out on the lands above and 
adjacent to Tule Lake. Cultivation was 
undertaken on the bottom lands during 
the fall of 1927 and spring of 1928, with 
good results. On the rocky shore line this 
could not be done, and plans were made 
for poisoning at hatching time. Grass- 
hoppers started hatching the 1st of May, 
1928, and continued for eight weeks. A 
machine poison mixer was constructed 
and put in operation at the Dalton Rim- 
rock camp on Tule Lake, and a poison- 
mixing crew hired. Mixing started May 
12 and continued daily until July 20. 
During a part of this period the mixer was 
operated two shifts, with a capacity of 
30>000 pounds bran mash a day. The 
formula used was as follows: 

2 sacks bran. 

12 pounds commercial white arsenic. 

3 gallons molasses. 

3 tied sacks sawdust, fine. 

4 ounces amyl acetate. 

This formula was varied slightly, so- 
dium arsenite being tried out, but the 
above formula gave best results. 

Three field men were employed, each 
with a poisoning crew to locate hoppers, 
check egg beds, and superintend poison- 
ing operations in their respective dis- 
tricts. The maximum crew was 30 dur- 
ing the height of the infestation and a 



December, 1928 



NEW RECLAMATION ERA 



189 






! of grasshoppers stopped, 



smaller number later in the season. 
Lessees cooperated in furnishing men and 
trucks. Poisoning was supervised as 
closely as possible, the best results being 
secured in early morning and late after- 
noon poisoning. It was somewhat diffi- 
cult to make lessees use the proper 
amount of poison as they all attempted 
to spread much more than was necessary. 
Posioning was first done on the egg 
beds, later in the grain fields, and during 
July egg-laying grounds were poisoned 
where eggs were being deposited. The 
latter was a new departure from old 
poisoning methods, but gave particu- 
larly good results. Check was made on 
kills and counts of over 500 dead grass- 
hoppers per square foot were made on 
large areas. 

RESULTS 

It is estimated by lessees that from 90 
to 95 per cent of all grasshoppers have 
been killed by poisoning and that all 
crops still remaining can be attributed 
to the active poisoning campaign. 

Survey of the crop situation shows 
14,000 acres of excellent grain that will be 
harvested, 4,000 acres of grain hay, and 
an additional 4,000 acres of excellent 
alfalfa, besides smaller acreage of pota- 
toes and miscellaneous garden truck crops 
and pasture on the leased lands and 
homesteads of Tule Lake. 

COMPLETION OF CAMPAIGN, SPRING OF 
1929 

The control campaign as outlined this 
spring calls for completion during spring 
of 1929. Although poisoning operations 
have been discontinued, three field men 
have been retained, each with a separate 
surrounding the lake. On those beds that 
district, and all egg beds in their respective 
districts will be checked and plotted, both 



on the lake bottom itself and on the rim 
can be cultivated lessees will be requested 
to do this this fall and spring. Poisoning 
materials will be on hand and an active 
poisoning campaign started on the egg 
beds at hatching time next year. It is 
believed that by starting early hoppers 
can be confined entirely to the egg beds, 
with no crop loss resulting. If this can 
be done it is believed that the grasshopper 
menace will be practically at an end. 

COOPERATING AGENCIES 

The following agencies cooperated in 
carrying out the present control program: 
United States Bureau of Reclamation, 
Klamath County, Oregon Agricultural 
College Extension Service, Tule Lake 
lessees, and homesteaders. 

POISONING MATERIALS USED 

Materials used during the poisoning 
campaign were as follows: 

5,500 sacks sawdust. 
60,000 pounds molasses. 
100 gallons amyl acetate. 
4,500 sacks bran. 
20,000 pounds arsenic. 



destroyed in addition to the upland pas- 
ture and hay land. 

RECOMMEND A TIONS 

1. Smaller leases would be advanta- 
geous, if possible, as some of the present 
leases are so large that lessees can not 
cooperate successfully in controlling the 
hoppers. 

2. A definite grasshopper-control clause 
should be contained in all future leases 
and contracts. 

3. Consideration should be given appli- 
cations of lessees for water, where this can 
be done without additional work on the 
part of the Bureau of Reclamation. A 
number of lessees have large leases well 
removed from the subirrigated area near 
the lake, and experience has shown that 
these leases will not produce sufficiently 
to warrant their retention. If water 
could be provided for a small per cent of 
the total lease, this would provide suffi- 
cient hay so that lessee could afford to 
keep the lease and pasture the remainder. 
This policy would be beneficial both to 
the lessee and the lessor. 

4. If the homestead program could be 
speeded up, the grasshopper-infested ter- 
ritory would be reduced, making control 
much easier, as grasshoppers can be easily 
controlled on cultivated land 



This material 
mash with the 
spread over the 
rate of 15 pound 
Repoisoning was 
third day during 
was necessary to 
acres. 



was made into a fine 
addition of water and 
infested territory at the 
s to 50 pounds per acre, 
required every second or 
the hatching period. It 
poison more than 20,000 



CROP LOSS 

Considerable damage was experienced 
on the dry lands, but the majority of this 
was due to drought and frost, with the 
assistance of grasshoppers. Approxi- 
mately 1,200 acres of good grain were 



Washington Irrigation Insti- 
tute Convenes 

Changes in the irrigation district laws. 
of the State of Washington, to promote 
the welfare of irrigation farmers, will be 
discussed in the main session of the 
Washington Irrigation Institute at its 
meeting at Ellensburg on November 14 
and 15. A committee of the institute, 
of which E. F. Benson, agricultural de- 
velopment agent of the Northern Pacific 
Railway, is chairman, and including the 
best irrigation authorities in the State, 
will report on suggested amendments to 
the law. 

H. M. Gilbert, of Yakima, is president 
of the institute and T. B. Hill, of the 
Washington State Chamber of Commerce, 
Seattle, is secretary. 



E Mini-Cassia Cow Testing Associa- 
tion, comprising the Minidoka proj- 
etc, led the State of Idaho during Septem- 
ber with a butterfat production of 27.9 
pounds per cow. Of 92 associations in the 
United States only 5 exceeded the average 
of the project during that month. 



'190 



NEW RECLAMATION ERA 



December, 1928 



Productive Irrigation at Owyhee Darn Camp 

By C. A. Bells, office engineer. Owyhee project. Nyssa, Oreg. 




The camp at the Owyhee Dam si 

'V'ISITORS this summer at the Owyhee 
Dam camp of the Bureau of Recla- 
mation refused to believe that the 
luxuriant gardens of the well-landscaped 
Government camp occupied plots which 
had been sand and weeds a few months 
previously. The transformation of 
Owyhee camp into a beautiful garden 
spot shows what proper irrigation can 
accomplish and reflects credit upon the 
industry of the employees whose good- 
natured rivalry made such quick results 
possible. 

In March of this year grading of the 
camp was finished where a year before 
there had been a few tents occupied by 
the engineers and diamond drill crew 
who were testing the dam site. Looking 
forward to this time a plan of the perma- 
nent camp had been prepared and trees 
planted along the proposed streets and 
back fence lines in 1927. These included 
globe locusts on the side of the street 
nearest the houses, poplars on the side 
near the river, and elms along the highway 
west of camp all irrigated by a small 
gasoline pump from the river. 

During the winter the camp sewer and 
water supplies were installed preparatory 
to spring planting. Separate systems were 
provided for the domestic supply and for 
irrigation and fire protection. In this 
way irrigation water could be furnished 
more cheaply by pumping directly from 



, Owyhee project, Oreg.-Idaho 

the river by a low head pump relieving 
the deep- well (100 feet through rock) 
pumps, that served the gravity reservoir, 
of this variable load. This plan had the 
merit of providing double fire protection 



and plenty of water for the gardens. A 
lO-lioi-si'powrr Deming pump, 800 feet of 
4-inch wood-stave pipe, and about 1,000 
feet of %-inch iron-pipe laterals consti- 
tuted the combination system. 

Each of the yards within theGovernment 
inclosure has a 15-foot parking strip and 
a 15-foot front yard planted to blue grass 
and white clover in equal proportions. 
Many kinds of flowers and vines were 
planted around the houses according to 
the taste of the occupants. In the back 
yards a garden plot of about 2,000 square 
feet was planted with vegetables and 
fruit. 

These produced unexpected returns so 
that, within a few weeks after planting, 
the favorite outdoor sport of the camp 
was exchanging gifts of delicious fresh 
vegetables. Crops included strawberries, 
raspberries, blackberries, loganberries, 
dewberries, grapes, cantaloupes, water- 
melons, rhubarb radishes, lettuce, peas, 
beans, sweet corn, beets, carrots, turnips, 
potatoes, cabbage, onions, asparagus, 
parsley, pumpkins, squash, celery, toma- 
toes, and sugar cane, as well as fancy 
varieties. 

It was found that perennials, which 
usually bloom the second season, devel- 
oped the first year under the hot sun of 
the Owyhee Valley (maximum tempera- 
ture 110) and the careful gardening of the 
reclamation staff. Beets and squash as 
large as basket balls, 1,600 bushels of 
onions to the acre, and many other evi- 
dences of favorable growing conditions 
promise high yields for 1929. 




Open drain No. 10, Huntley project, Mont., before and after being cleaned and deepened by drag line 



December 1928 



NEW RECLAMATION ERA 



191 



a Project Holds Fair 
and Seed Show 

More than 80 farmers of the Minidoka 
project, Idaho, recently exhibited the 
choicest of their grain and seed products 
at a miniature fair sponsored by the 
Minidoka County Bank of Rupert, Idaho, 
and under the supervision of B. E. Kuhns, 
county agent. 

Of especial interest was the red-clover 
seed exhibit which was featured by 20 
entries, most of which were so free from 
weed seeds and other varieties and of 
such lustrous color and fine quality that 
the judge had a difficult task in placing 
them. 

Unusual interest, too, was evidenced in 
the bean section of the show. A dozen 
growers of the favorite Montana white 
bean vied for honors here. 

The exhibits from the seed potato 
section were all from fields grown under 
State inspection for certification. 

The finest of these entries will be 
entered in the State Seed Show to be held 
at Rexburg and the National Hay and 
Grain Show at Chicago. 

A section of the exhibit is shown in the 
accompanying illustration. 




Miniature fair and seed show, Rupert, Minidoka project, Idaho 



T^HE water users' association of the 
Orland project reports full payment 
of the 1926, 1927, and 1928 assessments, 
resulting in all outstanding charges to 
date being paid. 



Purebred Dairy Sires 

Are Good Investment 

Records of dairy herd improvement 
associations in all parts of the United 
States show how rapidly a good dairy 
sire can increase the production of a herd 
of average cows. Cows in these herds 
having an average yearly production of 
4,695 pounds of milk and 179 pounds of 
butterfat and mated to purebred sires 
produced daughters that averaged 7,607 
pounds of milk and 300 pounds of butter- 



fat, a gain in one generation of 2,912 
pounds of milk and 121 pounds of 
butterfat. 

This increase in butterfat production, 
at 50 cents a pound, is worth about $60. 
Allowing about 25 per cent for the extra 
feed required for the higher production, 
the value of the net gain per daughter due 
to the purebred sire would be about $45. 
A purebred bull would need to sire only 
a few such daughters to pay for himself, 
and the yearly income would be increased 
by an amount equal to $45 multiplied 
by the number of his producing daughters. 




m 



- 

..* 




Irrigated alfalfa, Orland project, Calif. 



192 



NEW RECLAMATION ERA 



December, 1928 



Reclamation Organization Activities and Project Visitors 



1T\K. KLWOOD MEAD, Commissioner 
of Reclamation, appeared before the 
subcommittee of the House Committee on 
Appropriations in charge of appropria- 
tions for the Interior Department during 
November in justification of the Budget 
estimates for the work of the bureau. 



D. C. Henny, consulting engineer, was 
a recent visitor at the Washington office. 



Paul J. Leverone, former engineer drafts- 
man in the Washington and Denver offices 
and in a number of the project offices, has 
recently become the president and owner 
of the Columbia School of Drafting and 
Engineering of Washington, D. C. After 
10 years of service with the bureau Mr. 
Leverone resigned to become chief drafts- 
man of the National Park Service, resign- 
ing after six years' service to become chief 
draftsman for the firm of Brock & Wey- 
mouth of Philadelphia, Pa. While in their 
employ he received an offer from the Rand 
McNally Map Publishing Co., of Chicago, 
to become the chief draftsman of their 
New York office, and while considering 
this offer the opportunity presented itself 
for him to become president and owner of 
the Columbia School where he received 
his first training as a draftsman. 



George C. Kreutzer, director of reclama- 
tion economics, and C. A. Bissell, chief of 
the engineering division of the Washing- 
ton office, returned to the office on Octo- 
ber 26 after an extended trip to the South 
with particular reference to opportunities 
for planned group settlement in North 
Carolina and Florida and drainage of the 
Yazoo Delta, Miss. They were accom- 
panied on the trip by J. R. lakisch, 
drainage engineer; S. L. Jeffords, special 
investigator of land settlement and 
reclamation; and S. G. Hearne, soil expert. 
Mr. Kreutzer is planning to address the 
American Railway Development Associa- 
tion in Chicago, on December 7, on the 
subject of the status of reclamation work 
in the United States. 



W. W. Schlecht, former superintendent 
of the Yuma project, was a recent caller 
at the Washington office. Mr. Schlecht 
has spent the past five years in Porto 
Rico on the installation of a large power 
development, and is now connected with 
a $15,000,000 Government power devel- 
opment in the Canal Zone. 



T. R. Smith, assistant engineer in the 
drafting division of the Denver office, has 
been transferred to the Salt Lake Basin 
project, Utah. 



Fredrik Vogt, consulting engineer, is 
working up a detailed report in the 
Denver office on the results of tests on the 
model of the Stevenson Creek Dam, 
after the completion of which it is planned 
to build a model of the Gibson Dam and 
test it under a mercury load. 



S. 0. Harper, -general superintendent 
of construction, visited the Sun River, 
Minidoka, Vale, and Owhyee projects 
during the month. 



On October 27 the water users of the 
Orland project held a celebration at 
Orland on the completion of the Stony 
Gorge Dam. Distinguished visitors in- 
cluded Congressman Clarence F. Lea; 
Edward Hyatt, jr., State engineer; Fred 
C. Scoby, irrigation engineer, Department 
of Agriculture; A. N. Burch, engineer; 
Frank Adams, professor of irrigation 
practice of the University of California; 
and Van Bernard, assemblyman, Cali- 
fornia State Legislature. 



L. R. Fiock, superintendent of the Rio 
Grande project, was a visitor on the 
Orland project recently. 



W. D. Funk, chief clerk on the Okano- 
gan project, has been transferred to the 
Minidoka project. 



E. R. Crocker, engineer from the Den- 
ver office, spent some time on the Sun 
River project on designs and estimates 
connected with canal relocation. 



Walter J. Hunt, B. M. Baligrodsjke, 
and Irving J. Courtice, of the agricultural 
and immigration departments of the 
Northern Pacific Railway, were recent 
visitors on the Lower Yellowstone project. 

C. M. Day, mechanical engineer from 
the Denver office, has made an inspection 
of the outlet works at Minitare Dam, 
North Platte project, and visited the Belle 
Fourche project in connection with the 
overhauling of the balanced valves in 
Belle Fourche Dam. 



George A. Bonnet, personnel clerk from 
the Denver office, visited the Rio Grande 
project recently. 

R. L. Ripple, State Fish Commissioner 
of South Dakota, visited the Belle Four- 
che project recently for a conference on 
seining operations in Belle Fourche 
Reservoir. 

The members of the Utah Water Stor- 
age Commission visited Echo Dam, Salt 
Lake Basin project, during the month. 





Outlet of Qunnlson Tunnel and South Canal, Uncompahgre project, Colo. 

U.S. GOVERNMENT PRINTING OFFICE: 1828 



ADMINISTRATIVE ORGANIZATION FOR THE BUREAU OF RECLAMATION 

HON. ROY O. WEST, SECRETARY OF THE INTERIOR 

E. C. Flnney, First Assistant Secretary; John H. Edwards, Assistant Secretary; E. O. Patterson, Solicitor of the Interior Department; 

E. K. Burlew, Administrative Assistant to the Secretary 



n. D. C. 

HI wood Mead, Commissioner, Bureau of Reclamation 

Miss M. A. Scbnurr, Secretary to tbe Commissioner P. W. Dent. Assistant Commissioner George O. Ereutzer, Director of Reclamation Economics 

\V. F Kubacb, Chief Accountant C. A. Bissell, Chief of Engineering Division Hugh A. Brown, Assistant Director of Reclamation Economics 

C. N. McCulloch, Chief Clerk 
Dana. Colorado. WiUa HuilJint 

R. F. Walter, Chief Engineer; S. O. Harper, General Superintendent of Construction; J. L. Savage, Chief Designing Engineer: E. B. Debler, Hydrographlc Engineer- 
L. N. McClellan, Electrical Engineer; C. M. Day, Mechanical Engineer; Armand Offutt, District Counsel; L. R. Smith, Chief Clerk; Harry Caden, Fiscal Agent 
C. A. Lyman, Fiscal Inspector. 



Project 


Office 


Superintendent 


Chief clerk 


Fiscal agent 


District counsel 


Name 


Office 


Belle Fourche 


Newell, S. Dak 


F. C. Youngblutt-.. 
R. J. Newell 


J. P. Siebeneicher 
W. L. Vernon 





Wm. J. Burke 
B. E. Stoutemyer 
H. J. 8. Devries 


Mitchell, Nebr. 
Portland, Oreg 
El Paso, Tei. 
Montrose, Colo. 

Berkeley, Calif. 
Billings, Mont. 
Do. 
Portland, Oreg. 
Berkeley, Calif. 
Mitchell, Nebr 
Portland, Oreg. 
Berkeley, Calff. 
Portland, Oreg. 
El Paso, Tei. 
Mitchell, Nebr 

Billings, Mont. 
Do. 

Montrose, Colo. 
Portland, Oreg. 
Do. 
Berkeley, Calif. 


Boise' 


Boise. Idaho 


Carlsbad Carlsbad. N. Mer 


L. E. Foster 


W. C. Berger 


W. C. Berger 


Grand Valley 


Grand Junction, Colo. 

Hallantine. Mont... 


J. C. Page 


W. J Chiesman 


Huntley'-.. 


E. E. Lewis 








Klng Hill ' Klntr Hill. Idaho 


F. L. Kinkaid 








Klamath 


Klamath Falls, Oreg.. 
Savage, Mont 


H. D. Newell 


N. G Wheeler 




R. J. Cofley... 
E. E. Roddis 


Lower Yellowstone 
Milk River 


H. A. Parker . 


E. R. Scheppelmann 
E. E. Chabot. . 


E. R. Scheppelmann. 
E. E. Chabot 


Malta, Mont 


H. H. Johnson 
E. B. Darlington 
A. W. Walker 


do 


Mlnidoka ' 


Burley, Idaho 


G C Patterson 


Miss A. J. Larson 

Miss E.M.Simmonds 
Virgil E. Hubbell 


B. E. Stoutemyer.-. 
R J Cofley 


Newlands 


Fallon, Nev 




North Platte* 


Mitchell, Nebr 


H. C. Stetson 


Virgil E. Hubbell 


Wm J Burke 


Okanogan . 


Okanogan, Wash 


Calvin CasteeL 




N. D. Thorp 


B. E. Stoutemyer 
R. J. Coffey 


Orland 


Orland, Calif 


R C E Weber 


C H Liilingston 


C.H. Liilingston...... 
Frank P. Greene 


Owyhee _ 


Nyssa, Oreg 


F. A. Banks 


H. N. Bickel 


Rio Grande - - 


El Paso, Tei 


L. R. Fiock.. . 


V G. Evans 


L. 6 Kennicott H J S Devries 


Rlverton -- 


Riverton, Wyo 


H. D. Comstock 
C. C. Cragin .. 


R. B. Smith 


R. B. Smith Wm. J. Burke 


Salt River' 


Phoenli, Ariz 


Shoshone ' 


Powell, Wyo 


L. H. Mitchell 


W F Sha 


E E Roddis 


Strawberry Valley ' 
Sun River 10 


Payson,Utah 


Lee R. Taylor 






Fairfleld, Mont 


G. O. Sanford 


H W Johnson 




V, F. Rnririiq 




flrrigon, Oreg 


A. C. Houghton 






Uncompahgre 


\Hermiston, Oreg 


Enos D. Martin 






Montrose, Colo 


L. J. Foster 


Q. H. Bolt 


F. D. Helm J R AlBTanrinr 


Vale 


Vale, Oreg 


H. W. Bashore 
P. J . Preston 


C. M. Voyen 
R. K. Cunningham 


C. M. Voyen 


B. E. Stoutemyer 
do 


Yakima 


Yatlnm, Wajh 


J. C. Gawler 


Yuma .. 


Yuma, Ariz 


R. M. Priest 


H. R. Pasewalk 


E. M. Philebaum 


R. J. Cofley 







Large Construction Work, 



Salt Lake Basin, Echo Coalville, Utah F. F. Smith .... C.F.Williams.. 

Dam. 

Kittitas Ellensburg, Wash Walker R. Young .. E. R. Mills 

Sun River, Gibson Augusta, Mont Ralph Lowry F.C.Lewis. 

Dam. 



C.F.Williams J. R. Alexander Montrose, Colo. 

B. E. Stoutemyer Portland, Oreg. 

F.C.Lewis E. E. Roddis Billings, Mont. 



' Operation of Arrowroek Division assumed by Nampa-Meridian, Black Canyon, 
Boise-Kuna, Wilder, Big Bend, and New York Irrigation Districts on Apr. 1, 
1920. 

' Operation of project assumed by Huntley Project Irrigation District on Dec. 
31, 1927. 

1 Operation of project assumed by King Hill Irrigation District Mar. 1, 1926. 

' Operation of South Side Pumping Division assumed by Burley Irrigation 
District on Apr. 1, 192(1, and of Gravity Division by Minidoka Irrigation District 
on Dec. 2, 1916. 

1 Operation of project assumed by Truckee-Carson Irrigation District on Dec. 31, 
1920. 

Operation of Interstate Division assumed by Pathfinder Irrigation District on 
July 1, 1926, Fort Laramie Division by Goshen Irrigation District and tiering and 
Fort Laramie Irrigation District on Dec. 31, 1926, and Nortnport Division by 
Northport Irrigation District on Dec. 31, 1926. 



' Operation of project assumed by Salt River Valley Water Users' Association on 
Nov. 1, 1917. 

Operation of Garland Division assumed by Shoshone Irrigation District on 
Dec. 31, 1926. 

Operation of project assumed by Strawberry Water Users' Association on 
Dee. 1, 1926. 

11 Operation of Fort Shaw Division assumed by Fort Shaw Irrigation District on 
Dec. 31, 1926. 

11 Operation of West Division assumed by West Extension Irrigation District on 
July 1, 1926, and East Division by Hermiston Irrigation District Informally on 
July 1, 1926, and formally, by contract, on Dec. 31, 1928. 

" Construction engineer. 



Important Intuttgatioru in Progress 



Project 



Office 



In charge of 



Cooperative agency 



Middle Rio Grande 

Heart Mountain investigations. 
Utah investigations 

Truckee River investigations... 



Denver, Colo 

Powell, Wyo I. B. Hosig 

Salt Lake City, Utah.. E. O. Larson 

Fallon, Nev A. W. Walker 



Middle Rio Grande conservancy dUtrict. 
State of Utah. 



VIEWS OF STONY GORGE DAM 




ORLAND IRRIGATION PROJECT, CALIFORNIA. 



STONY GORGE DAM WAS COMPLETED ON OCTOBER 25, 1928