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34 March, I93S. 

■ _3UMM_ARY_ 

Thia thesis is intended to be of a general nature, 
and-so much detail can be omitted. The sewerage system which 
the District of Columbia has today started with an act of Con- 
gress, March 3, 1689, which authoriz&d the President to appoint 
a board to design and report on a suitable and sanitary sewerage 
aystem for the District. The system as it is today is a devel- 
opment of the recommendations of this board; Rudolph Hering, 
Samuel M. Gray, Frederic P, Stearna. The aystem provides for 
the removal of all sewage from the city and transmitting it to 
a sewage treatment plant at Blue Plains, D.C, It alao provides 
for the protection of the low level area of about 900 acres in 
the commercial area of the city. 

The sewage is collected by gravity interceptors. The 
more important interceptors are the East Side Interceptor, Rock 
Creek Main Interceptor, Anacostia Main Interceptor and the New 
Jersey Ave. & B St. Interceptor. The Rock Creek, ^oodbridge, 
and Poplar Point Pumping Stations are all subordinate to the 
Main Sewerage Pumping Station at the foot of New Jersey Ave. on 
the Anacostia River. From the main pumping station the sewage 
crosses under the Anacoatia River through two inverted siphons 
to the east bank. Here the sewage enters the outfall sewer and 
is transmitted to the treatment plant at Blue Plains, D.C. for 
treatment and disposal. 


Report To The Board Of Commissioners, District Of 
Columbia, On Sewerage And Sewage Disposal; by 
Harrison P. Eddy, John H. Gregory, Samuel A. Greely. 

The Sewerage System And The Sewage Disposal System 
Of The District Of Columbia; compiled by the 
Sanitary Engineer, 

The Engineering Mews Record, Jan. to June, 1937. 


Mr. Cocke, Sewer Division, Distriot Building. 

Resident Engineer, Main Sewerage Pumping Station, 
New Jersey Avenue and "N" St., S.E. 



Thia thesis is to be of a general nature, and-ee- it 
might he started with a short history of the development of 
the sewerage system. During and after the Civil War, the 'pop- 
ulation of the District of Columbia increased rapidly and in 
187}. a Board of Public Works was formed, and among other mun*~ 
icipal iiiprovementa, the construction of a sewerage system was 
begun. Sewers were planned and built to meet drainage require- 
ments of that time without provision for future extension or 
development, and this resulted in the creation of a dangerous 
nuisance from the accumulation of sewage in the populated sec- 
tions of the city. To remedy this condition, and in the inter- 
est of public health, an act of Congress of March 3, 18S3, 
authorized the President of the United States to appoint a 
board of three competent sanitary engineers to design and re- 
port upon a suitable and sanitary sewerage system for the 
Distriot of Columbia. Thia board, composed of Rudolph Hering, 
Samuel M, Gray and Frederic P. Stearna, was appointed on Aug- 
ust 17, 1889, and made an exhaustive study of the requirements 
for an efficient sewerage system. The system as it exi3ta 
today is a development of the plan and recommendation of thia 
board, and it is essentially made up of a combined system of 
sewers, carrying both sanitary and storm-water drainage, in 
the older sections of the city, while in the newer sections the 
policy is to construct separate system sewers; that is to have 


aeparate carriers for sanitary drainage and storm water. 

The disposal system now provides for the removal of 
all sewage from the city and discharging it through an outfall 
sewer that terminates in the auction well of a pumping station 
"built in the northerly part of the treatment plant at Blue 
Plains, D.C. The system also provides for the protection of 
the low level area, about 900 acres in extent, from flooding 
when the Potomac River is at freshet stage. It is necessary 
to pump the storm-water drainage for this entire area, as well 
as all sewage, At present about 30,000 million gallons of 
sewage and ordinarily about 500 million gallons of atorm-water 
are pumped annually. • 


with the exception of certain relatively small areas 


situated mostly in Chevy Chase, Tenly Town, Brookland, and Benning, 

praotically all of the thickly settled portions of the District 
of Columbia are sewered by the combined system, both domestic 
sewage and surface water run-off being carried in the aame con- 
duits. Reoent extensions to the system, however, wherever poa- 
aible , have been made according to the separate plan, in which 
the domestic ae-vage is carried in ae-vera and the storm-water 
run-off in atorm-water draina. During the pa3t ten years, the 
3torm-*rat3r draina have been designed by the so-called "rational 
method, " with allowance for the run-off from a storm which, on 


the average, would not occur oftener than once in about thirteen 

Gravity intercepting sewers for collecting the dry 
weather flow of sewage in the combined sewers have been built 
according to the plan recommended in the 18d0 Hering, Gray and 
Stearns report. These sewers were designed to carry, when flow- 
ing full, a maximum rate of flow of 300 gallons per capita per 
day from the estimated tributary population. At present, there 
are a large number of storm overflows on the combined sewers, 
many of which function in times of storm. These storm overflows, 
through which a mixture of sewage diluted with storm water is 
discharged, are distributed along the watercourses of the Dis- 
trict as follows: three along the Potomac River above the Key 
Bridge, eight along the Georgetown Channel, twelve along the 
Washington Channel, twenty-eight along Rock Creek, and eighteen 
along the Anacostia River. All the sewage from the intercepting 
aewer3 lying to the west of the Anacostia River ia brought to a 
pumping station, situated on the Anacostia River at the foot of 
New Jersey Avenue, S.E., and is known as the Main Sewerage Pumping 
Station. There is also a pumping station near the mouth of Rock 
Creek, the Rook Creek Pumping Station, which lifts the sewage 
from the west end of the District about fifteen feet into the 
New Jersey Avenue and "B" Street interceptor. There is al30 a 


amall pumping atation, the Wcodbridge Pumping Station, in the 
northeasterly aection of the District. The sewage from all the 
area east of the Anacostia River is pumped into the outfall 
sewer at the Poplar Point Pumping Station, dtuated on the east 
bank of the Anacostia River directly opposite the Navy Yard. 

The system of interceptors is ao designed that in the 
thread of each of the large valleys throughout the District one 
of the main interceptors collects all the sewage from that par- 
ticular section and carries it to the main pumping station. 
The Upper Potomac Interceptor extends along Canal Road and in- 
tercepts all sewage of the westerly portion of the District, 
The Rook Creek Main Interceptor is located in the thread of 
Rock Creek Valley to the District line and intercepts all sew- 
age from that valley as well aa sewage from Maryland which for- 
merly discharged into Rock Creek. The above two interceptors 
terminate at the Rock Creek Pumping Station. The East Side 
Interceptor flows directly to the main pumping station and in- 
tercepts all sewage from that section of the District draining 
toward the west bank of the Anacostia River. The Anacostia Main 
Interceptor intercepts sewage from that section of the District 
draining to the east bank of the Anacostia River, and terminates 
at the Poplar Point pumping station. The Oxon Run Interceptor 
receives drainage from the southeastern aection of the city and 
discharges it directly to the Sewage Treatment p lant at Blue 
Plains, D.C, These interceptors vary in size from three feet to 
eighteen feet in diameter. 



There is a large tract of land in the central portion 
of the city known aa the Low Level District which was subject to 
inundation cy freshets in the Potomac River. To protect this area 
from flooding, dykes have been constructed at the two lowest^ 
points where river water might enter, and all storm water is 
pumped from the dyked area. This low level district is segregated 
by the construction of high level storm sewers along the margins 
which intercept all upland storm water that .'flight pass into and 
through the low district. This area is bounded on the north by 
the n F rt Street Interceptor, on the west by the dyke line at 17th 
and "3" Streets and by the 4^ Street High Level Interceptor, on 
the east by the Tiber Creek and New Jersey Avenue High Level In- 
terceptor, and on the south by the dyke line of the James Creek 

A trunk sewer has been constructed through the center of 
the low distriot, the n B" Street and New Jersey Avenue Trunk Sewer, 
so designed thtt it will convey t.ia 3torm water from the whole of 
the low area to the main pumping station during freshets. However, 
at ordinary stages of the river, it discharges the storm water of 
the heaviest rainfalls from the greater portion of the low area 
by gravity. The smaller portion, known a3 the park area, includes 
the Monument, Agricultural and Smithsonian Grounds. To provide 
for the drainage of this area, a atormwater sewer has been con- 
structed which discharges into the Tidal Reservoir near the foot 


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of 17th Street west. This storm sewer is designed with regula- 
ting gates at its upper end so that the storm water when the 
river is at freshet stage may be discharged into the main storm 
water conduit of the low area. 

The sanitary sewage from deep basements of this low 
area is provided for by a separate system sewage carrier, the 
Low Area Trunk Sewer, which delivers the sewage to an independent 
set of pumps in the miin pumping station in order that the hy- 
draulic level will not be affected by the hydraulic gradient of 
the storm discharge. 


The Main Sewerage Pumping Station is located at the foot 
of New Jersey Avenue, S.E., on the Anacostia River, at a point 
Where the most satisfactory crossing could be obtained, as a 
point convenient for connection from the various intercepting 
Bewers. The Main Sewerage Pumping Station has two functions; 
first, to pump into the outfall sewer the entire dry weather 
flow of sewage from the area weat of the Anacostia River, and 
second, to pump into the Anacostia River at time3 of high water 
in the river, the surface water run-off from the low level area 
lying in the central portion of the District. In the pumping 
station there are thirteen pumps, all steam driven. Twelve 
pumps are of the vertical centrifugal type. This last pump, as 
well as one of the vertical pumps, has a nominal capacity of 


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30,000,000 gallons daily, and one or the other of these pumps is 
msed to pump the flow from a loir level sewer, the Low Area Trunk 
Sewer, into which is discharged the domestic sewage from deep 
basements in the low level district. Of the other eleven pumps, 
three discharge into the outfall aewer. Each of these pumps has 
a nominal capacity of 65, 000, 000 gallons daily, at 15 feet total 
head. The remaining eight pumps are for pumping storm water, and 
each of these pumps has a nominal oapacity of 65,000,000 gallons 
daily, with heads varying from 3 to 5.5 feet. 

At the Main Sewerage Pumping Station there is a sediment 
chamber, for removing the heaviest suspended aolida from the 
domestic sewage, and also, coarse cage racks for screening the 
sewage, prior to its being pumped. The sediment chamber is 
cleaned periodically and the sediment, or grit, used for fill 
behind some of the river walls built along the Anacostia River. 
The screenings are pressed and burned under the steam boilers. 

At the Main Sewerage Pumping Station, the sewage is 
pumped into two 60-inch cast iron pressure sewers, called "in- 
verted siphons, w laid under the Anacostia River. From these 
sinhons the sewage flows througn the outfall sewer, which ex- 
tends in a general southerly direction and terminates in the 
pumping station in the Sewage Treatment Plant at Blue Plains, D.C. 
The outfall se^er has a basket-handle section, 9 feet 4 inches 
wide by 3 feet 4 inches high, and is laid on a slppe of 1 in 

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3,000. This sewer was designed, when flowing full, for a sewage 
flow of 150,000,000 gallons daily, corresponding to a maximum 
rate of flow of 300 gallons per capita per day from a population 
of 500, J00 as recommended in the 1800 Hering , Gray and Stearns 
report, From pumping station records and from flow observations 
it appears that the outfall sewer may have a somewhat greater 
capacity than that for which it was designed. 

This outfall sewer delivers the sewage to the treat- 
ment plant at Blue Plains, B.C., where tne sewage is treated, 
separated and disposed of.