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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 -
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^<*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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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
1
/
/
/
/
/
/
/ '
/
^
/
/
/
/ .
i i
/
//
/
'/
;/
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/
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/
i
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.
. -^
>
^
i
rf
/
/926
X
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^v *
~t
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** ^
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^^^S
^-*
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Jan.
Feb.
Ma/r
April
May
June
July
/Jug.
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
1
B
V
s
*--
?
1
**.
C
El
-5S
-1
-^
***
/
3
^
o
/*
S
/
Sf!
|
1
/
I
W-
)p
id
Stc
ra
I 1 *
-X-
n
-i
vp
Stoi
IS
j
E
f
r
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