T D 
 SZ& 
 
 UC-NRLF 
 
 B 3 255 042 
 
EXCHANGE 
 
> x ^4 
 
 OF THE 
 
 CITY ENGINEER 
 
 OF A 
 
 SEWER SYSTEM 
 
 FOR [SAN FRANCISCO 
 
 AS MADE TO THE 
 BOARD OF SUPERVISORS 
 
 IN CONNECTION WITH THE 
 
 PROPOSED BOND ISSUE 
 
 SUBMITTED TO THE VOTERS 
 
 MONDAY, MAY 11, 
 
 Published by Authorit 
 BOARD OF SUPERV 
 JOHN E. 
 
 CARLISLE & CO. PRINTERS 1130 MISSION STREET 
 
 LIBRARY 
 
 2 9 1945 
 
; i'-J EXCHANGE 
 
 CONSTRUCTION OF A SEWER SYSTEM. 
 
 DATA* A.VAII/A-Bijfe.-^-Fbrtunately very extensive studies have been 
 mnde of this problem and printed reports of the results are available. 
 However, all the original notes and large scale maps of existing and pro- 
 posed sewers were destroyed in April, 1906, but the undersigned and sev- 
 eral members of the engineering staff of the City Engineer's office were 
 employed on the original work. 
 
 The following printed reports are available. 
 
 "Progress Report of the Engineers in Charge to Devise and Provide a 
 System of Sewerage," (1892-1893), Board of Engineers, Prof. Davidson, 
 Col. Mendell, M. Irving Scott, Marsden Manson and C. E. Grunsky. 
 
 "Report Upon a System of Sewerage," C. E. Grunsky, Marsden Manson, 
 Chas. S. Tilton, City and County Surveyor, and Rudolph Hering, Con- 
 sulting Engineer, 1899. 
 
 "Report Upon a Sewerage System for San Francisco, Cal.," by C. E. 
 Grunsky, City Engineer. Date, June 30, 1903. Municipal Reports, San 
 Francisco, 1902-1903. 
 
 Studies and modifications of the above under the Board of Public 
 Works, 1900-1907, by City Engineer Grunsky and Principal Assistant En- 
 gineer Connick. 
 
 These data are made use of in the preparation of this report. 
 
 TOPOGRAPHY OF THE PENINSULA. 
 
 The topographical features of the peninsula on which San Francisco 
 is built have been quite fully described in the reports previously made, 
 and are fully detailed on the printed maps accompanying these reports. 
 
 The City and County is in the shape of an irregular square, with sides 
 r early seven miles long and running north and south and east and west; 
 cut of the northwest corner of this irregular square a smaller .one about 
 four square miles in area, is cut out. The east and north shores on the 
 peninsula are washed by the waters of the bay, and the west by the Pacific 
 Ocean. 
 
 The natural watersheds are, therefore, three: westwardly into the 
 ocean; eastwardly into the bay; and northerly into the bay and Golden 
 Gate. The ridge dividing the ocean drainage from that of the bay crosses 
 the southern boundary of the county near its median point and extends in 
 a nearly direct line to Fort Point. The elevations of this ridge range from 
 250 to 900 feet. Thus, by far the greater portion of the area permits of 
 rnpid gravity drainage. This ridge, together with the minor subdivision 
 ridges control the division of the city and county into sewage districts. 
 
 DISPOSITION OF DRAINAGE AND SEWAGE. 
 
 The topography of the peninsula of San Francisco is such that its drain- 
 age of whatever nature must be discharged from its easterly and northerly 
 slopes into the Bay of San Francisco and from its westerly slope into the 
 Pacific Ocean. No other rational and economic disposition is possible. 
 
 The degree of dilution secured by the solution of proper points of out- 
 fall is such that no perceptible polutiion of the waters of the bay can 
 result. 
 
 POINTS OF OUTFALL. 
 
 These may be: (1) Multiple, Or to the most direct points of discharge 
 hi conformity with the plans more or less, followed prior to January, 1900. 
 v.hich provided some 125 points of discharge between Hunter's Point and 
 the Presidio, and which have resulted in the nuisances now existing on the 
 bay frontage; or (2) They may be selected as recommended in the Teports 
 above referred to, and which are reaffirmed in this report. 
 
 2 \V 
 
 2 
 
 & 
 
The selected points were chosen by reason of the strong tidal currents 
 which sweep between them and the shore, thus giving maximum dilution 
 of sewage, together with its entire removal from the shores c 
 
 jd In C seTecting these points of outfall the following principles have been 
 
 TO remove and suppress the present nuisances around the bay 
 frontage from Butchertown to Washerwoman's Bay, notably at 
 Creek, Channel street, the foot of Brannan, Washington, Pacific, Powel 
 and other streets, by collecting the sewage in large mains and dischargm 
 it only at selected points where tidal currents will sweep it into deep 
 water, distribute and dilute it to the maximum extent, and thus to make 
 the shore waters of the bay adjacent to the wharves and docks clean and 
 pure. 
 
 2d. To preserve forever from any taint or appearance of contamina- 
 tion the waters and shores of the beach at and south of Point Lobos. 
 
 These selected points of discharge were determined upon only after a 
 scries of observations by means of floats conducted during all stages of 
 the tides and over a period of three months and a critical study of the 
 results. 
 
 The points at which the sewage will ultimately be discharged are: 
 
 1. Off Hunter's Point. 
 
 2. Off the northerly termination of Dupont street. 
 
 3. Off the northerly termination of Pierce street. 
 co 4. Off Mile Rock Point. 
 
 S The plans are as follows: 
 
 1. To conduct by gravity by means of sewers in Milliken street and 
 >? Visitacion avenue, the sewage from Visitacion Valley to a temporary out- 
 S fall in the bay just north of the southerly boundary line of the City and 
 g County. 
 
 Ij 2. To conduct by gravity all of the sewage, together with that frac- 
 as tion of the drainage due to a rainfall of 14 of an inch in twenty-four hours 
 g from the Hunter's Point district, as shown on the accompanying plan, the 
 aggregate area of which is over 2,300 acres. 
 
 The main sewer will commence at Mission and Springdale streets and 
 follow along the best grades and alignments in a general easterly and 
 southeasterly direction to Fifth avenue and H street, where it will dis- 
 charge temporarily into the waters of the bay; eventually it is to be con- 
 tinued to Hunter's Point, and carried into the deep waters of the bay, 
 well off shore. 
 
 Ultimately this gravity main will receive by pumping the sewage from 
 the flat districts south of Islais Creek Channel and from those to the 
 north of South Basin. At selected points drainage in excess of the rain- 
 fall above noted is to be carried by relief sewers along the most direct 
 lir.es of the bay. The temporary outfall above noted is to serve as a future 
 &torm water outlet. 
 
 NORTH POINT MAIN. 
 
 This main will commence at Treat avenue and Twenty-ninth street, 
 where it receives several sub-mains and will be located thence along the 
 best grades and alignments to the outfall point, receiving en route the 
 several sub^mains serving the sub-districts of this district. In this loca- 
 tion due regard will be had to the results of studies now in progress as 
 to the stability of the foundations at certain points. 
 
 At selected points this main is to be relieved of drainage water, in 
 excess of the rainfall named, and this excess storm water conducted by 
 gravity relief sewers to the most convenient points of discharge in the 
 bay or its tidal estuaries. The main will serve about eighty per cent of 
 
 M262666 
 
the present population. The separate system and pumping stations are 
 necessitated by the following facts: Over the district east 01 Sansome and 
 between the bases of Telegraph and Rincon hills, and over the flat area 
 between Howard street and Central Basin, officially established grades 
 are too low to give adequate basement and sanitary drainage; hence, these 
 districts must be separately sewered for these purposes; and storm drain- 
 age waters must be carried by large sewers to the most suitable and con- 
 venient points of outfall on the water front and on Channel street. 
 
 UPPER ISLAIS CREEK SEWER DISTRICTS. 
 
 In the earlier studies made of the disposition of sewage from the upper 
 Islais Creek sub-districts, preference was given to passing this sewage 
 r.hrough the divide by tunnel and delivering it into the North Point main; 
 and to divert surface flood waters down Islais Creek. This preference was 
 e-iven by reason of the fact that at that time the early construction of the 
 North Point main was probable, and that the construction of an outfall 
 to Hunter's Point would be delayed for some definite period and a tem- 
 porary outfall made use of at N street South and Fifth avenue South, 
 which is an undesirable point at which to concentrate a large amount of 
 sewage. 
 
 The alternate proposition of carrying this sewage to the Hunter's Point 
 outfall, under the changed conditions which have elapsed since these first 
 studies were made, has not been given the necessary study by reason of 
 lack of time. The modified route will fte more fully considered, and the 
 conditions should be made sufficiently elastic to permit of its adoption, 
 should these studies show such modifications to be preferable. 
 
 3. To collect and discharge by gravity mains off the northerly ter- 
 mination of Pierce street all sew.age and drainage originating north of 
 the summit of the ridge commencing at Black Point and encircling to the 
 southwest and west the north slope of the bay drainage, aggregating about 
 SOO acres. This district is designated as Harbor View district in the report 
 of 1899. 
 
 The mains necessary to drain this district are in part constructed. 
 They are to be completed and extended to the proper point of discharge 
 well off shore. 
 
 4. To collect by gravity mains all sewage and drainage from the entire 
 ocean slope of the peninsula, and discharge the same at Mile Rock outfall 
 in the ocean currents washing that point. (For details of these districts 
 and sub-districts see the reports above referred to, and maps etc on file 
 in the City Engineer's office, to which special reference is hereby made.) 
 
 This main will commence at W street, near Forty-fifth avenue, and 
 will extend thence northerly along the best grades and alignments to the 
 Mile Rock outfall, receiving along its route the sub-mains from the Ocean 
 View district, Sunset district and West Richmond district. 
 
 At present the sewage from the Richmond district is being discharged 
 into the ocean opposite the northerly termination of Twenty-seventh ave- 
 nue, or at the southerly end of Baker's Beach. 
 
 Ultimately it will be desirable to construct a tunnel and discharge this 
 sewage at Mile Rock, the present outfall remaining in use as a point for 
 storm water disposal. 
 
 These five districts will cover the entire city and county, and the mains 
 herein proposed will be built with a full consideration of probable increase 
 in their population. 
 
 CAPACITIES OF SEWERS. 
 
 The sewers are proposed to carry the sewage and the maximum amount 
 ol runoff due to the periods of intensely heavy rainfall indicated on the 
 rainfall intensity diagram hereto appended. 
 
Wherever necessary the maiiis of each district are to be relieved of dis- 
 charge in excess of sewage and one-fourth of an inch of rainfall per twenty- 
 tour hours. This excess is to be carried by relief sewers to the most con- 
 venient outfall point. The relief sewers will be called into use on the 
 average less than thirty days each year, and may be expected to serve up 
 to their full capacity about once or twice a year. Beyond the points of 
 relief the mains will be reduced in capacity to the sewage plus the runoff 
 due to one-fourth of an inch rainfall per twenty-four hours. 
 
 The sewers herein provided for will supply the necessary outfall to all 
 the new and growing sections of the city as well as those now quite densely 
 built up. It is intended that by the later construction of the necessary 
 sub-mains and laterals no portion of the City and County shall be left 
 without proper drainage and sewerage facilities. Detailed studies are 
 being made with a view of reducing the area of some of the pumping dis- 
 tricts, which are served by the separate system, by the introduction of 
 gravity pressure mains. 
 
 PROPOSED SEWERS. 
 
 In order to indicate clearly which sewers are recommended for early 
 construction the following table has been prepared. The estimate of cost 
 covers the construction of all the sewers which are recommended for im- 
 mediate construction, even in those cases where. streets are not now ready 
 to receive them and where several years may elapse before their construc- 
 tion. 
 
 The information in the tables relating to sewer sizes is given in detail 
 so far as definiteness could be given to the location of sewers, except in the 
 following cases: 
 
 In the case of Yerba Buena District, a complete system of sewers for 
 the collection of sewage proper, are recommended for immediate construc- 
 tion, and are covered by the cost estimate. 
 
 In the case of Mission Flats District, the sewers embrace the entire 
 system of sewers for sewage proper except a few local sewers on un- 
 improved water-front property, and embraces also the sewers at once 
 required south of Channel street. 
 
 All of the structures and devices of every kind, including manholes, 
 connections with old sewers, relief outlets, pumping stations and out-fall 
 works, which are necessary for the successful operation of sewers now rec- 
 ommended for construction, are to be considered a part of these sewers 
 and are not specifically enumerated in the following table, but are covered 
 by the estimate of cost. 
 
 Abbreviations used in the table are as follows: 
 
 N. North or northerly. 
 
 So. South or southerly. 
 
 E. East or easterly. 
 
 W. West or westerly. 
 
 Br. Brick. (Brick means either brick, or concrete and brick.) 
 
 Br. cone, means brick and concrete. 
 
 I. S. P. Iron-stone pipe. 
 
 Req. Required. 
 
 Pro. Proposed. 
 
 Prod. Produced. 
 
 Sta. Station. 
 
 R. O. W. Right-of-way. 
 
 Wd. Wood. 
 
 Cone. Concrete. 
 
 Extd. Extended. 
 
 Ret. Retained. 
 
 Rec. Recommended. 
 
 Itr. Intermediate. 
 
TABULAR EXHIBIT 
 
 SHOWING PROPOSED NEW MAIN AND INTERCEPTING SEWERS, AND OLD SEWERS 
 ON WHICH MORE OR LESS REPAIR WORK IS TO BE DONE^TO MAKE THEM A PART 
 OF THE MAIN DRAINAGE SYSTEM; ALSO SHOWING AGGREGATE LENGTHS OF 
 SEWERS FOR SEWAGE ONLY IN THE MISSION FLATS AND YERBA BUENA DIS- 
 TRICTS, AND THE SEWERS RECOMMENDED FOR IMMEDIATE CONSTRUCTION. 
 NORTH POINT DISTRICT MAIN SEWER. 
 
 Name of Street. 
 
 1 
 From 
 
 ' 
 
 A 
 Mo? 
 
 C <U 
 &* 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 
 Canal St. 
 
 Thirtieth St. . . . 
 
 4J58 
 
 Tunnel 
 
 1 3' x4' 6" 
 
 
 *San Jose Ave. .. 
 
 Thirtieth St 
 Twenty-ninth St. 
 
 Twenty-ninth St. . 
 Valley St. . 
 
 624 
 312 
 
 Br.-Conc. 
 
 3' x4' 6" 
 3' x4' 6" 
 
 
 
 *San Jose Ave. . . 
 *San Jose Ave . . . 
 *San Jose Ave. . . 
 
 Valley St 
 Duncan St. ....... 
 Twenty-seventh. . 
 
 Duncan St 
 Twenty-seventh. . 
 Army St 
 
 624 
 311 
 326 
 
 
 3' 6"x5' 3" 
 3' 6"x5' 3" 
 3' 6"x5' 3" 
 
 
 
 JArmy St 
 * Valencia St ... 
 
 San Jose Ave 
 Army St 
 
 Valencia St 
 Twenty-sixth St. . 
 
 322 
 304 
 
 
 6' 6" 
 2' 6"x3' 9" 
 
 5' 
 
 *Twenty-sixth St. . 
 
 Valencia St 
 
 Bartlett St 
 
 321 
 
 
 3' x4' 6" 
 
 
 *Twenty-sixth St. . 
 *Twenty-sixth St 
 
 Bartlett St 
 
 Mission St 
 Capp St 
 
 321 
 317 
 
 
 3' x4' 6" 
 3' x4' 6" 
 
 
 * Twenty-sixth St. . 
 *Twenty-sixth St. . 
 
 Capp St 
 Howard St 
 
 Howard St 
 Shotwell St 
 
 316 
 317 
 
 
 3' x4' 6" 
 
 3' x4' 6" 
 
 
 *Twenty-sixth St. . 
 
 Shotwell St 
 
 Folsom St 
 
 316 
 
 
 3' x4' 6" 
 
 
 *Twenty-sixth St. . 
 
 Folsom St 
 
 Treat Ave 
 
 316 
 
 
 3' x4' 6" 
 
 
 *Treat Ave 
 
 Twenty-sixth St. . 
 
 Twenty-fifth St. . . 
 
 584 
 
 
 3' 6"x5' 3" 
 
 
 * Twenty-fifth St.. . 
 
 Treat Ave 
 
 Harrison St 
 
 316 
 
 
 3' 6"x5' 3" 
 
 
 *Twenty-fifth St... 
 *Alabama St 
 
 Harrison St 
 
 Twenty-fifth St. . . 
 
 Alabama St 
 Twenty-fourth St. 
 
 272 
 
 584 
 
 
 3' 6"x5' 3" 
 3' 6"x5' 3" 
 
 
 *Alabama St 
 
 Twenty-fourth St. 
 
 Twenty-third St.. 
 
 584 
 
 
 5' 
 
 
 * Alabama St 
 
 Twenty-third St.. 
 
 Twenty-second St. 
 
 584 
 
 
 5' 
 
 
 * Alabama St 
 *Alabama St 
 
 Twenty-second St. 
 Twenty-first St... 
 
 Twenty-first St... 
 Twentieth St 
 
 584 
 585 
 
 
 5' 
 5' 
 
 
 * Alabama St 
 *Nineteenth St 
 
 Twentieth St. ... 
 Alabama St 
 
 Nineteenth St . . . . 
 Harrison St 
 
 474 
 362 
 
 
 5' 
 
 5'6" 
 
 
 *Nineteenth St 
 
 Harrison St. . . . 
 
 Treat Ave 
 
 317 
 
 
 5'6" 
 
 
 *Treat Ave 
 
 Nineteenth St . . . 
 
 Division St 
 
 587 
 
 
 6'6" 
 
 
 *Di vision St 
 
 Treat Ave 
 
 Seventeenth St.. ! 
 
 609 
 
 
 6' 
 
 
 * Division St 
 
 Seventeenth S . . . 
 
 Harrison St 
 
 654 
 
 
 6' 
 
 
 *Harrison St 
 
 Division St 
 
 Fifteenth St 
 
 556 
 
 
 6' 
 
 
 *Harrison St 
 *Harrison St 
 
 Fifteenth St 
 Fourteenth St 
 
 Fourteenth St 
 Thirteenth St 
 
 584 
 251 
 
 
 6' 
 6' 6" 
 
 
 *Harrison St 
 *Harrison St 
 
 Thirteenth St 
 Twelfth St 
 
 Twelfth St 
 Eleventh St 
 
 263 
 270 
 
 
 6' 6" 
 6' 6" 
 
 
 *Harrison St 
 *Harrison St 
 
 Eleventh St 
 Tenth St 
 
 Tenth St 
 Ninth St 
 
 492 
 492 
 
 
 T 
 T 
 
 
 *Harrison St 
 *Eighth St 
 
 Ninth St 
 Harrison St 
 
 Eighth St 
 Folsom St 
 
 633 
 632 
 
 
 7' 
 7' 
 
 
 *Ei'hth St 
 
 Folsom St 
 
 Howard St 
 
 633 
 
 
 7' 
 
 
 *Howard St 
 
 Eighth St 
 
 Seventh St 
 
 907 
 
 
 7' 
 
 
 *Howard St 
 
 Seventh St 
 
 Sixth St 
 
 908 
 
 
 7' 
 
 
 *Howard St 
 
 Sixth St 
 
 Fifth St 
 
 907 
 
 
 T 6" 
 
 
 *Howard St . 
 
 Fifth St 
 
 Fourth St 
 
 908 
 
 
 T 6" 
 
 
 
 *Howard St 
 
 Fourth St 
 
 Third St 
 
 907 
 
 
 7' 6" 
 
 
 *Howard St 
 
 Third St 
 
 Second St . . 
 
 908 
 
 
 7' 6" 
 
 
 *33cond St 
 
 Howard St 
 
 Mission St 
 
 633 
 
 
 7' 6" 
 
 
 
 Mission St 
 
 Market St 
 
 651 
 
 
 T 6" 
 
 
 *Market St 
 *Sansome St 
 
 Second St 
 Market St 
 
 Sansome St 
 Bush St 
 
 356 
 
 447 
 
 
 7' 6" 
 T 6" 
 
 
 
 *Sansome St 
 
 Bush St 
 
 Pine St 
 
 344 
 
 
 T 6" 
 
 
 *Sansome St 
 
 Pine St 
 
 Calif onia St 
 
 351 
 
 
 T 6" 
 
 
 
 
 
 
 
 
 
 *Recommended for immediate construction. 
 ^Existing sewer to be retained. 
 
CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 NORTH POINT DISTRICT MAIN SEWER. 
 
 Name of Street. 
 
 From 
 
 To 
 
 1 
 
 341 
 324 
 324 
 324 
 324 
 341 | 
 350 
 344 
 344 
 344 
 344 
 344 
 402 
 432 
 540 
 550 
 570 
 1200 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 *Sansome St 
 *Sansome St 
 *Sansome St 
 *Sansome St 
 *Sansome St 
 
 California St 
 Sacramento St. . . 
 Clay St 
 
 Sacramento St. . . . 
 Clay St . . . 
 
 Br.-Conc. 
 
 Tunnel. 
 Br.-Conc. 
 
 C. I. P. 
 
 T 6" 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 8' 
 Two 60" 
 
 
 
 Washington St . . . 
 Jackson St 
 
 
 
 Washington St . . 
 Jackson St 
 Pacific St 
 
 Pacific St 
 
 
 Broadway 
 
 
 
 
 Broadway 
 
 Vallejo St 
 
 *Sansome St 
 *Sansome St 
 
 Vallejo St 
 
 Green St. 
 
 
 Green St . . 
 
 Union St 
 
 
 Union St 
 
 Filbert St 
 Greenwich St 
 Lombard St 
 
 
 
 
 Filbert St 
 
 
 Greenwich St 
 Lombard St . 
 
 *Sansome St 
 *East St N 
 
 East St. N 
 Francisco St 
 
 
 Sansome St 
 Francisco St 
 Bay St 
 North Point St... 
 East St. N 
 
 
 *East St. N 
 *East St. N 
 *East St N 
 
 Bay St 
 North Point St... 
 Beach St 
 
 
 
 
 * Outfall 
 
 Outlet 
 
 
 *Screen house at 
 *Overflow 
 
 
 
 Springdale and Mi 
 Valencia St. and A 
 Treat Ave. and Eij 
 Harrison St. and I 
 Harrison St. and I 
 Harrison St. and I 
 Seventh St. at Ho 1 
 Sixth St. at Howa 
 Fifth St. at Howai 
 Mission St. and Se 
 Sansome St. and C 
 Sansome St. and J 
 
 ssion Sts 
 
 
 rmy St ... 
 
 
 
 
 
 
 rhteenth St 
 Ifteenth St 
 
 
 
 
 
 
 
 
 
 
 *Overflow 
 *Overflow 
 *Overflow 
 
 \mrteenth St 
 
 
 
 
 
 Eleventh St 
 
 
 
 
 
 ivard St 
 rd St... 
 
 
 
 
 
 *Overflow 
 
 dSt.. . . 
 
 
 
 
 
 
 cond St 
 
 
 
 
 
 
 ommercial St 
 
 
 
 
 
 *Overflow 
 
 ackson St 
 
 
 
 
 
 NORTH POINT DISTRICT NORTH BEACH SUB-DISTRICT. 
 
 tPowell St 
 JPowellSt 
 *Powell St 
 *Beach St 
 
 Vallejo St 
 Francisco St 
 North Point St . . . 
 Powell St 
 Beach St 
 
 Francisco St 
 North Point St... 
 Beach St.. 
 North Point Main. 
 Sea Wall 
 Leavenworth St. . 
 Jones St 
 Taylor St 
 Mason St 
 
 2406 
 688 
 344 
 950 
 500 
 481 
 481 
 481 
 481 
 481 
 344 
 344 
 688 
 
 Brick. 
 
 I. S. P. 
 Brick. 
 I. S ;< P. 
 
 Brick. 
 
 I. S. P. 
 Brick. 
 
 3' 6"x5' 3" 
 6' 
 18" 
 6' 
 12" 
 18" 
 2' x3' 
 3' x4' 6" 
 5' 6" 
 21" 
 2' x3' 
 2' 6"x3' 9" 
 
 3'x5' 
 3'x5' 
 3'x5' Wd 
 
 *Powell St. overflow 
 JBay St 
 JBay St ... 
 
 3'x5' Wd 
 18" 
 18" 
 16" 
 16" 
 
 3'x5'' ' 
 3'xo' 
 3'x5' 
 
 HydeSt 
 Leavenworth St. . 
 Jones St 
 
 *Bay St 
 
 *Bay St 
 *North Point St 
 JBattery St 
 JBattery St 
 
 Taylor St 
 Mason St 
 Vallejo St 
 Green St . . 
 
 Powell St 
 Green St 
 Union St 
 
 Union St 
 
 Greenwich St 
 ch St 
 
 *Ovfcrflow 
 
 Powell St. and Bea 
 
 NORTH POINT DISTRICT FIFTH STREET SUB-DISTRICT. 
 
 tTurlr St 
 
 Hyde St 
 
 Market St 
 
 2050 
 
 Brick. 
 
 1 
 
 3'x5' 
 
 tPrlrlv St 
 
 Jones St . . 
 
 Powell St... 
 
 1444 
 
 
 
 3'x5' 
 
 
 Turk St 
 
 Fifth St 
 
 260 
 
 
 
 3'x5' 
 
 j Grant Ave. and 
 Market St 
 *Powell St 
 
 O'Farrell St 
 Eddy St 
 
 Powell St . . . 
 Market St 
 
 1300 
 100 
 
 
 3' 6 ; 'x5 ; 3" 
 
 ' 3'x5' 
 3'x5' 
 
 
 Powell St 
 
 Fifth St 
 
 160 
 
 
 4'x6' 
 
 3'x5' 
 
 *Fifth St 
 
 Market St 
 
 Howard St 
 
 1284 
 
 
 5' 
 
 3'x5' 
 
 
 
 
 
 , 
 
 
 
 *Recommended for immediate construction. 
 ^Existing sewer to be retained. 
 
CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 NORTH POINT DISTRICT SEVENTH STREET SUB-DISTRICT. 
 
 Name of Street. 
 
 From 
 
 1 
 
 To 
 
 A 
 
 fl 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 {McAllister St 
 
 Gough St 
 
 Jones St 
 
 3370 
 
 Brick. 
 
 
 C 3'x5' 
 < 3'x5' 6" 
 
 {Market St 
 
 Jones St 
 
 Seventh St 
 
 325 
 
 
 3' 6"x5' 3" 
 
 ( 3'x5' 
 3'x5' 
 
 {Seventh St 
 
 Market St 
 
 Howard St 
 
 1280 
 
 u 
 
 3' 6"x5' 3" 
 
 V-x V 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT ELEVENTH STREET SUB-DISTRICT. 
 
 fPierce St 
 
 California St. . 
 
 Sutter St 
 
 1040 
 
 
 
 3'x5' 
 
 ;Sntter St 
 {Slitter St 
 
 Pierce St 
 Steiner St 
 
 Steiner St 
 Fillmore St 
 
 481 
 481 
 
 Brick. 
 
 3'x4' 6" 
 4' 6" 
 
 3'x5' 
 3'x5' 
 
 {Fillmore St 
 
 gutter St 
 
 Post St 
 
 344 
 
 u 
 
 4' 6" 
 
 V~x V 
 
 "Eleventh St 
 {Buchanan St 
 
 OakSt.centerextd 
 O'Farrell St 
 
 Harrison St 
 McAllister St 
 
 2520 
 1720 
 
 
 
 6' 
 
 3'x5' 
 3'x5' 
 
 {Webster St . . 
 
 Sutter St 
 
 Turk St 
 
 2064 
 
 
 
 3'x5' 
 
 'Steiner St 
 
 Sacramento St. . . . 
 
 Sutter St 
 
 1382 
 
 u 
 
 
 
 3'x5' 
 
 {Polk St 
 
 Fulton St . . . . 
 
 Market St center 
 
 1130 
 
 u 
 
 
 3'x5' 
 
 {Market St 
 
 Polk St 
 
 Eleventh St.. . 
 
 375 
 
 u 
 
 
 3'x5' 
 
 tGrove St 
 
 Gough St 
 
 Franklin St 
 
 481 
 
 u 
 
 
 3'x5' 
 
 f Franklin St 
 
 Grove St 
 
 Hayes St 
 
 344 
 
 u 
 
 
 3'x5' 
 
 Hayes St 
 
 Franklin St. . . 
 
 Van Ness Ave . . . 
 
 481 
 
 It 
 
 
 3'x5' 
 
 fVan Ness Ave . . 
 
 Hayes St . . 
 
 Oak St. 
 
 688 
 
 u 
 
 
 3'x5' 
 
 'California St 
 
 Pierce St 
 
 Scott St. . . 
 
 481 
 
 u 
 
 
 3'x5' 
 
 h California St. . . 
 
 Scott St.. . 
 
 Devisadero St. 
 
 488 
 
 u 
 
 
 3'x5' 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT FOURTEENTH STREET SUB-DISTRICT. 
 
 * Fulton St 
 
 Masonic Ave. 
 
 Lyon St 
 
 978 
 
 Brick 
 
 2' 6"x3' 9" 
 
 18" 
 
 ''Fulton St 
 
 Lyon St 
 
 
 1450 
 
 
 3'x4' 6" 
 
 18" 
 
 
 Fulton St 
 
 Grove St 
 
 344 
 
 u 
 
 3'x4' 6" 
 
 18" 
 
 fDevisadero St 
 
 Grove St 
 
 Hayes St 
 
 344 
 
 u 
 
 3'x4' 6" 
 
 3'x5' 
 
 : Devisadero St 
 Oak St 
 
 Hayes St 
 Clayton St . . 
 
 FellSt 
 
 Scott St 
 
 344 
 3864 
 
 
 3'x4' 6" 
 
 3'x5' 
 3'x5' 
 
 Cole St 
 
 Carl St 
 
 Waller St.. . 
 
 1032 
 
 u 
 
 
 3'x5' 
 
 Cole St 
 
 Waller St 
 
 Oak St 
 
 1175 
 
 It 
 
 3'x4' 6" 
 
 3'x5' 
 
 Cole St 
 
 Oak St.. 
 
 Fell St . . . 
 
 344 
 
 u 
 
 3' 6"x5' 3" 
 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT FOURTEENTH STREET SUB-DISTRICT. 
 
 {Fell St 
 
 ColeSt 
 Devisadero St. . . 
 Fell St 
 
 Devisadero St 
 Scott St 
 Waller St 
 Pierce St 
 
 3857 
 488 
 1376 
 481 
 962 
 650 
 220 
 632 
 873 
 450 
 1285 
 633 
 1265 
 
 Brick. 
 
 4' 6' 
 5' 
 5' 
 5' 
 5' 6' 
 5' 6' 
 5' 6' 
 5' 6' 
 3' x4' 6" 
 3' x4' 6" 
 3' x4' 6" 
 3' 6"x5' 3" 
 6' 
 
 4'x5' 
 4'x5' 
 4'x5' 
 4'x5' 
 5' 
 5' 
 5' 
 5' 
 5' 
 3'x5' 
 3'x5' 
 3'x5' 
 6' 
 
 {Fell St.. .. 
 
 {Scott St 
 
 t Waller St 
 
 Scott St 
 PierceSt 
 Waller St 
 
 {Waller St 
 j Fillmore St 
 
 Fillmore St 
 Thirteenth St 
 Church St 
 Fourteenth St . . . 
 Tow'ds Guerrero 
 Guerrero St . 
 
 {Thirteenth St 
 {Church St 
 *Fourteenth St. . . 
 J Fourteenth St. . . 
 {Fourteenth St. . . 
 {Fourteenth St. . . 
 {Fourteenth St. . . 
 
 Fillmore St 
 Thirteenth St.... 
 Church St 
 
 Last named point . 
 Guerrero St 
 Mission St 
 Howard St 
 
 Mission St 
 Howard St 
 Harrison St 
 
 NORTH POINT DISTRICT EIGHTEENTH STREET SUB-DISTRICT. 
 
 *Recommended" for immediate construction. 
 ^Existing sewer to be retained. 
 
 {Eighteenth St 
 {Eighteenth St. ... 
 {Eighteenth St. . 
 {Eighteenth St.. 
 {Eighteenth St.. 
 {Eighteenth St.. 
 * Eighteenth St. . 
 
 Danvers St 
 
 Douglas St 
 Eureka St 
 NoeSt 
 Church St 
 
 1150 
 310 
 1588 
 1285 
 2608 
 940 
 610 
 
 ' 'Brick.' ' 
 
 2' 6"x3' 9" 
 3' x4' 6" 
 3' 6"x5' 3" 
 5' 6" 
 6' 
 6' 
 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 6' 
 
 Douglas St 
 Eureka St 
 NoeSt 
 Church St 
 Mission St 
 Shotwell St . 
 
 Mission St 
 Shotwell St 
 Division St 
 
 
. CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 NORTH POINT DISTRICT UPPER TWENTY-SECOND STREET SUB-DISTRICT. 
 
 Name of Street. 
 
 i 
 
 From 
 
 To 
 
 A 
 
 & 
 
 s& 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 JTwenty-second St. 
 
 Dolores St 
 
 Guerrero St 
 
 661 
 
 Brick. 
 
 2' x3' 
 
 3'x5' 
 
 
 Guerrero St 
 
 Valencia St 
 
 642 
 
 
 2' 6"x3' 9" 
 
 3'x5' 
 
 
 Valencia St 
 
 Capp St 
 
 959 
 
 u 
 
 3' x4' 6" 
 
 16" 
 
 *Capp St . . . 
 
 Twenty-second St. 
 
 TwentiethSt 
 
 1168 
 
 H 
 
 3' 6"x5' 3" 
 
 f C. P. 
 
 *Twentieth St 
 
 Capp St ... 
 
 Treat Ave 
 
 1265 
 
 * 
 
 3' 6"x5' 3" 
 
 ( 16"xl8" 
 ! 14"-10" 
 
 *Treat Ave 
 
 Twentieth St 
 
 Nineteenth St . . . . 
 
 584 
 
 
 
 3' 6"x5' 3" 
 
 1 12"- 16" 
 12" 
 
 NORTH POINT DISTRICT EAST POTRERO SUB-DISTRICT. 
 
 
 Twenty-third St. . 
 
 Twenty-second St. 
 
 932 i 
 
 Brick. 
 
 2' x3' 
 
 
 
 Connecticut St. . 
 
 Missouri St 
 
 280 
 
 I. S. P. 
 
 15" 
 
 
 
 
 Texas St 
 
 200 
 
 
 18" 
 
 
 
 Texas St 
 
 Point 10' W. of 
 
 230 
 
 u 
 
 21" 
 
 
 
 Last named point. 
 
 Mississippi St. 
 Pt.10' VV.of E.side 
 
 370 
 
 Brick. 
 
 2' x3' 
 
 
 
 Last named point . 
 
 Pennsylvania Ave. 
 Iowa St 
 
 250 
 
 
 2' 6"x3' 9" 
 
 
 *Twenty-second St. 
 *Kentucky St 
 *iventucky St 
 
 Iowa St 
 Twenty-.second St. 
 Twentieth St 
 
 Kentucky St 
 Twentieth St 
 Nineteenth St... . 
 
 1120 
 932 
 466 
 
 
 3' x4' 6" 
 3' 6"x5' 3" 
 3' 6"x5' 3" 
 
 8"-16"-14" 
 16" 
 16" 
 
 *Kentucky St 
 
 Nineteenth St.. . . 
 Eighteenth St 
 
 Eighteenth St . . . . 
 Mariposa St ... 
 
 466 
 466 
 
 
 2' 6"x3' 9" 
 2' 6"x3' 9" 
 
 16" 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT EAST POTRERO SUB-DISTRICT. 
 
 *Nineteenth St 
 *Tennessee St 
 
 Kentucky St . . . 
 
 Tennessee St 
 Eighteenth St... . 
 Minnesota St. ... . 
 
 280 
 466 
 280 
 466 
 280 
 560 
 280 
 280 
 210 
 280 
 280 
 285 
 285 
 466 
 280 
 1400 
 280 
 280 
 473 
 1372 
 466 
 280 
 280 
 280 
 466 
 466 
 560 
 280 
 939 
 433 
 433 
 
 1666 
 
 I. S. P. 
 
 Br ck 
 I. S P. 
 
 Bnck. 
 
 I. P. 
 
 Bn k. 
 
 I. S. P. 
 
 u 
 
 15" 
 15" 
 18" 
 24" 
 21" 
 2' x3' 
 3' 6"x5' 3" 
 5' 
 6' 
 18" 
 18" 
 18" 
 24" 
 2' x3' 
 2' x3' 
 2' 6"x3' 9" 
 4' 6" 
 5' 
 & 
 
 2' 6"x3' 9" 
 2' 6"x3' 9" 
 21" 
 15" 
 21" 
 18" 
 24" 
 2' x3' 
 2' 6"x3' 9" 
 3' 6"x5' 3" 
 
 24 ' 
 
 24" 
 
 16" 
 16" 
 8" 
 16" 
 12" & 14 
 14" 
 18" 
 18" 
 12" 
 
 ""12"" 
 
 Nineteenth St . . . . 
 Tennessee St 
 Eighteenth St.. . . 
 Iowa St 
 
 * Eighteenth St 
 *Minnesota St 
 *Mariposa St 
 *Mariposa St 
 
 Mariposa St. 
 
 Indiana St 
 Tennessee St 
 
 
 Tennessee St . 
 
 Kentucky St 
 Illinois St 
 
 *Mariposa St 
 *Mariposa St 
 *Mariposa St 
 *Mariposa St 
 
 Kentucky St 
 Illinois St 
 Minnesota St 
 Indiana St 
 Iowa St 
 
 100' into the bay . 
 Indiana St 
 
 Iowa St 
 
 *Mariposa St 
 *Mariposa St 
 *Mississippi St 
 *Seventeenth St . . . 
 *Seventeenth St . . . 
 *Seventeenth St. . . 
 *Seventeenth St . . . 
 *Rhode Island St. . 
 *Rhode Island St . . 
 *Carolina St 
 
 Pennsylvania Ave. 
 Mississippi St 
 Seventeenth St. . . 
 Texas St 
 
 Pennsylvania Ave. 
 Mariposa St 
 Mississippi St 
 Texas St 
 
 Carolina St. . . . 
 
 Carolina St. 
 
 De Haro St 
 Rhode Island St.. 
 Sixteenth St 
 Division St 
 Mariposa St. i ... . 
 
 
 
 De Haro St 
 Seventeenth St . . 
 Sixteenth St 
 Seventeenth St . . 
 Carolina St 
 Wisconsin St.. . 
 Arkansas St 
 Mariposa St 
 Mariposa St 
 Rhode Island St . . 
 Vermont St 
 Sixteenth St 
 Alameda St 
 Alameda St 
 
 San Bruno Ave. . . 
 Nineteenth and Ke 
 On Mariposa St. 
 Mariposa and Inc 
 and Iowa streets 
 Sixteenth St. and ] 
 Alameda St. and S 
 
 
 18" 
 
 *Mariposa St 
 
 Wisconsin St 
 Arkansas St 
 Connecticut St . . . 
 Eighteenth St 
 Eighteenth St 
 Vermont St 
 San Bruno Ave. . . 
 Alameda St 
 Division St 
 Division St. 
 
 *Mariposa St 
 
 
 *Iowa St 
 
 
 *Indiana St 
 
 
 *Sixteenth St 
 *Sixteenth St .... 
 
 3'x5' 
 3'x5' 
 12" 
 12" 
 12" 
 
 3'x5' 
 
 *San Bruno Ave. . . 
 *San Bruno *ve. . . 
 *San Bruno Ave. . . 
 *Ninth and Divi- 
 sion Sts 
 *Overflow 
 
 Harrison St 
 
 ind MinnesotaSt., 1 
 iana, and Mariposa | 
 
 
 
 
 
 *Overflow. 
 
 ihod'e Island St . 1 
 
 
 
 
 
 
 
 
 
 
 
 
 
 *Recommended for immediate construction. 
 ^Existing sewer to be retained. 
 
CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 NORTH POINT DISTRICT UPPER ARMY STREET SUB-DISTRICT. 
 
 Name of Street. 
 
 From 
 
 To 
 
 fl 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 {Twenty-f ourth St . 
 JTwenty-fourth St 
 
 Castro St 
 
 Noe St 
 
 NoeSt 
 Sanchez St . 
 
 643 
 643 
 
 Brick. 
 
 3' 6"x5' 3" 
 3' 6"x.V 3" 
 
 3'x5' 
 q/ v c/ 
 
 {Sanchez St 
 {Twenty-fifth St., 
 Church St. and 
 Twenty-seventh 
 
 Twenty-fourth St. 
 Sanchez St 
 
 Twenty-fifth St. . . 
 Dolores St 
 
 584 
 2472 
 
 
 4' 
 4' 6" 
 
 4'x4' 
 .f 3'x5' 
 
 {Twenty-seventh St 
 
 Dolores St 
 
 Guerrero St 
 
 661 
 
 
 
 
 1 5'x5' 
 V v V 
 
 {Guerrero St. and 
 Army St 
 
 Twenty-sev'th St. 
 
 San Jose Ave 
 
 613 
 
 
 5' 
 
 5'x5' 
 
 {Diamond St 
 {Diamond St 
 {Diamond St 
 
 Twenty-eighth St. 
 Twenty-sev'th St. 
 Twenty-sixth St.. 
 
 Twenty-sev'th St. 
 Twenty-sixth St.. 
 Twenty-fourth St. 
 
 584 
 584 
 1168 
 
 I. S. P. 
 
 12" 
 15" 
 18" 
 
 14" 
 14" 
 16" 
 
 NORTH POINT DISTRICT UPPER ISLAIS CREEK SUB-DISTRICTMAIN SEWER. 
 
 *3adowa St 
 
 Capitol Ave 
 
 San Jose Ave 
 Naglee Ave 
 Mt. Vernon Ave. . 
 Geneva Ave 
 
 Saneca Ave 
 Ocean Ave 
 Jarnac St. produced 
 Last named point . 
 Lyell St 
 
 San Jose Ave 
 
 Naglee Ave 
 Mt. Vernon Ave. . 
 Geneva Ave | 
 
 1300 
 
 2114 
 1460 
 950 
 700 
 
 1550 
 1430 
 1150 
 1000 
 1025 
 
 Brick. 
 
 ; 
 
 1 2' 6"x3' 9" 
 
 2' 6"x3' 9" 
 3' 6"x5' 3" 
 
 5' 6" 
 
 6' 
 6' 6" 
 
 7' 
 8' 
 I 9' 6" 
 
 
 *3aerman Ave. and 
 Wyoming Ave. . . 
 *vVyoming Ave.. . . 
 *East Lake Ave.etc. 
 *Proposed new St. . 
 *Proposed new St. 
 and Cay aga Ave.. 
 *Propas3cl new St. . 
 *Prop3sed new St. . 
 *Springdale St 
 *Springdale St 
 , 
 
 Seneca Ave 
 
 Ocean Ave 
 Jarnac St.produced 
 Springdale St 
 Lyell St 
 Mission St 
 
 
 
 NORTH POINT DISTRICT COUNTY LINE WEST SUB-DISTRICT. 
 
 T 
 
 Howth St 
 
 Tara St 
 
 600 
 
 ISP 
 
 1 S" 
 
 
 {Ocean Ave 
 
 Tara St 
 
 San Jose Ave . . . 
 
 800 
 
 I " 
 
 21" 
 
 
 {Ocean Ave. and 
 Onondago Ave. . . 
 
 San Jose Ave 
 Unadilla Ave 
 
 Cayuga Ave 
 Ocean Ave 
 
 1540 
 1496 
 
 Brick. 
 I. S. P. 
 
 . 
 
 2' x3' 
 18" 
 
 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT PERSIA AVENUE SUB-DISTRICT. 
 
 rr : T 
 
 Dublin St 
 
 Athens St 
 
 1080 
 
 I. S. P. 
 
 24" 
 
 
 {Persia Ave 
 {Persia Ave 
 
 Athens Ave 
 Edinburgh St 
 
 Edinburgh St. . . . 
 Mission St 
 
 810 
 1340 
 
 Brick. 
 
 2' x3' 
 2' 6"x3' 9" 
 
 
 
 {Mission St 
 {Mission St 
 
 Persia Ave 
 Amazon St 
 
 Onondaga St 
 France Ave 
 
 830 
 1200 
 
 '" 
 
 3' 6"x5' 3" 
 3' x4' 6" 
 
 
 
 {Mission St ... 
 
 France Ave 
 
 Onondaga Ave.. . . 
 
 475 
 
 
 
 4' 6" 
 
 
 {Onondaga Ave.. . . 
 
 Mission St 
 
 Cayuga Ave 
 
 731 
 
 " 
 
 5' 
 
 
 NORTH POINT DISTRICT SILVER AVENUE WEST SUB-DISTRICT. 
 
 i China Ave 
 
 Edinburgh St 
 
 Mission St 
 
 1340 
 
 I. S. P. 
 
 18" 
 
 
 Mission St 
 
 China Ave 
 
 Silver Ave 
 
 1150 
 
 
 24" 
 
 
 ^Mission St 
 
 Silver Ave 
 
 Cuvier St 
 
 1450 
 
 Brick. 
 
 2' 6"x3' 9" 
 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT LOWER ARMY-STREET SUB-DISTRICT 
 STORM WATER SEWERS. 
 
 ;Army St 
 f Army St 
 
 Valencia St 
 Mission St 
 
 Mission St 
 Shotwell St 
 
 574 
 975 
 
 Brick. 
 
 6' 
 6' 6" 
 
 6' 
 6' 6" 
 
 :Army St 
 :Army St 
 tArmy St 
 
 Shotwell St 
 Folsom St 
 San Bruno Ave. . . 
 
 Folsom St 
 San Bruno Ave. . . 
 Kansas St 
 
 362 
 2992 
 420 
 
 ; 
 
 7' 
 7'x8' 6" 
 7'xlO' 
 
 7' 
 7'x8' 6" 
 7'xlO' 
 
 ^Kansas St 
 
 Army St 
 
 Marin St.extended 
 
 466 
 
 " 
 
 7'xlO' 
 
 7'xlO' 
 
 *Recommended for immediate construction. 
 {Existing sewer to be retained. 
 
 10 
 
CHARACTER AND DIMENSIONS OK REQUIRED SEWERS. 
 NORTH POINT DISTRICT EAST CORTLAND AVENUE SUB-DISTRICT. 
 
 Name of Street. 
 
 ta*>* 
 
 From 
 
 *.L. To 
 
 Si 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 * Waterloo St 
 
 San Bruno Ave. . . 
 Waterloo St 
 
 Loomis St 
 Barneveld Ave . . . 
 id Ave 
 
 400 
 200 
 
 Brick. 
 
 3'x4' 6" 
 3'x4' 6" 
 
 *Loomis St 
 
 
 *Overflow 
 
 Lee St. and Cortlai 
 ^Mission St. and Ar 
 
 
 *Overflow 
 
 my St | 
 
 
 1 . . 
 
 1 ; : 
 
 
 r ( 
 
 NORTH POINT DISTRICT MISSION FLATS SUB-DISTRICTSTORM 
 WATER SEWERS. 
 
 *Division St . . . . | 
 
 Eighteenth St 
 
 Northerly line Ala- 
 meda St 
 
 2210 
 
 Cone -Br 
 
 11' 6"x8' 9" 
 
 J 5'x9' 6" 
 1 5' 9"xll" 
 
 * Division St 
 
 Alaineda St 
 Potrero Ave 
 
 Easterly line of 
 Potrero Ave 
 
 King St 
 
 1453 
 1578 
 
 Cone. < 
 
 11' 6"x8'9" 
 2 compart- 
 ments 
 
 7' 3'xll' 6" 
 7' 3"xll' 6" 
 &8'6"xll'6" 
 
 *King St 
 
 Division St. . . 
 
 Seventh St 
 
 650 
 
 ) 
 
 8' 6"x8' 
 2 compart- 
 ments 
 
 box. 
 
 *Seventh St . . . 
 
 King St. 
 
 Channel St. '. 
 
 647 
 
 ] 
 
 8' 6"x8' 
 2 compart- 
 ments 
 
 3'x5' 
 
 *Harrison - Ala- 
 
 Fifteenth St 
 
 Alabama St. . 
 
 621 
 
 I 
 
 Brick. 
 
 9' 6 x8' 
 8' 
 
 3'x5' 
 
 * Division St 
 *Di vision St 
 
 Alaineda St 
 Fourt'th St. ext'd 
 Tenth St 
 
 Fourt'th St. ext'd 
 Tenth St 
 Potrero Ave 
 
 342 
 991 
 157 
 
 
 8' 
 9' 
 9'xl6' 
 
 7' 3"xll' 6" 
 7'3 // xll'6" 
 7' 3"xll' 6" 
 
 *Harrison St. re- 
 lief 
 
 Eleventh St 
 
 Tenth St 
 
 - 
 490 
 
 
 I ' 8/ 
 
 18" 
 
 *Tenth St 
 
 
 
 1265 
 
 
 8' 
 
 18" 
 
 
 Howard St 
 
 Folsom St. . . . 
 
 633 
 
 
 3' 6"x5' 3" 
 
 3'x5' 
 
 *Seventh St . . 
 
 Folsom St 
 
 Brannan St 
 
 1898 
 
 
 5' 
 
 3'x5' 
 
 t Sixth St 
 
 Howard St. . . . 
 
 Tehama St 
 
 220 
 
 u 
 
 3' 6"x5' 3" 
 
 3'x5' 
 
 "''Sixth St 
 
 Tehama St 
 
 Folsom St 
 
 413 
 
 u 
 
 3' 6"x5' 3" 
 
 3' 6"x5' 3" 
 
 
 
 
 
 
 
 
 NORTH POINT DISTRICT MISSION FLATS SUB-DISTRICTSTORM 
 WATER SEWERS. 
 
 JSixth St . . 
 
 Folsom St 
 Brannan St 
 Howard St 
 Folsom St 
 Brannan St 
 Howard St 
 Folsom St 
 Harrison St 
 Bryant St 
 Bryant St 
 
 Brannan St 
 Channel St 
 Folsom St 
 
 1898 
 1612 
 633 
 1898 
 1612 
 633 
 633 
 633 | 
 633 
 1300 
 312 
 
 550 
 1037 
 446 
 633 
 908 
 908 
 908 
 908 
 908 
 908 
 908 
 358 
 
 Brick. 
 
 I. S. P. 
 Brick. 
 
 Wood. 
 
 5' 
 5' 6" 
 5' 
 5' 6"xll' 
 5' 6"xll' 
 12" 
 24" 
 3' x4'6" 
 4' 
 6' 6" 
 6' 6" 
 
 6' 
 
 5' 
 3'x5' 
 3'x5' 
 5' cir. 
 5' cir. 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 box 3'x5' 
 
 6' 
 3'x5' 
 6' 
 6' 
 6' 
 7'x9' 
 7'x9' 
 7'x9' 
 7'x9' 
 7'x9' 
 7'xg 7 
 7' 6"x9' 6" 
 
 *Sixth St 
 *FifthSt 
 * Fifth St 
 
 Brannan St 
 Channel St . . 
 
 * Fifth St 
 JFourth St 
 j Fourth St 
 
 Folsom St 
 Harrison St 
 Bryant St 
 Brannan St. 
 
 JFourthSt 
 JFourth St 
 JFourthSt 
 JFourth St 
 t Fourteenth St. 
 extended, pro- 
 posed new St . . 
 t Fourth St 
 
 Berry St 
 
 Berry St 
 
 Channel St 
 
 Division St 
 Howard St 
 
 Ninth St . . 
 
 Harrison St 
 Stevenson St 
 Division St 
 
 t Brannan St 
 j Brannan St 
 J Brannan St 
 j Brannan St 
 + Brannan St 
 j Brannan St 
 t Brannan St 
 t Brannan St 
 t Brannan St 
 t Brannan St 
 *Overflow 
 ^Overflow 
 *Overflow 
 ^Overflow 
 
 Ninth St 
 Eighth St 
 Seventh St 
 Sixth St 
 
 Eighth St 
 Seventh St 
 Sixth St 
 Fifth St 
 Fourth St 
 
 Fifth St 
 Fourth St 
 Third St 
 Second St 
 First St 
 Brannan St. at Fr< 
 Brannan St. at Fo 
 Brannan St. at Fif 
 Brannan St. at Sh 
 
 Third St 
 Second St 
 
 First St 
 Fremont St. . . 
 
 
 ;mont 
 
 urth 
 
 
 
 
 
 th 
 
 
 
 .th 
 
 
 
 
 
 *Recommended for immediate construction. 
 {Existing sewer to be retained. 
 
 11 
 
CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 
 NORTH POINT DISTRICT MISSION FLATS SUB-DISTRICT, NORTH OF 
 CHANNEL STREET SEWAGE ONLY. 
 
 1 
 
 1 
 
 A 
 
 f! 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 
 69705 
 
 ISP 
 
 8" 
 
 
 *A'0'reo r ate sewers in district. . 
 
 39325 
 
 S P 
 
 10" 
 
 
 *A0 r T3 r ate sewers in district ........ 
 
 4040 
 
 . S. P. 
 
 12* 
 
 
 * Aggregate sewers in district. . 
 
 1730 
 
 S P 
 
 15" 
 
 
 
 3130 
 
 S P 
 
 18" 
 
 
 
 * Aggregate sewers in district 
 
 4090 
 
 S P 
 
 21" 
 
 
 * Aggregate sewers in district 
 
 780 
 
 . S. P. 
 
 30" 
 
 
 NORTH POINT DISTRICT MISSION FLATS SUB-DISTRICT, SOUTH OF 
 CHANNEL STREET SEWAGE ONLY. 
 
 
 1789 
 
 I. S. 
 
 8" 
 
 
 * Aggregate sewers in district 
 
 7803 
 
 
 10" 
 
 
 *Aggregate sewers in district 
 
 2863 
 908 
 
 u 
 
 12" 
 15" 
 
 
 * \g^regate sewers in district 
 
 160 
 
 u 
 
 18" 
 
 
 *Aggregate sewers in district . 
 
 200 
 
 C. I. P. 
 
 18" 
 
 '.'.'.'.'.'. '.'. 
 
 YERBA BUENA DISTRICT STORM WATER SEWERS. 
 
 Name of Street. 
 
 From 
 
 | 
 
 To 
 
 3U 
 
 ! 
 ^ 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 
 Sansome St. . 
 
 Drumm St . . . 
 
 1375 
 
 Brick 
 
 5' 
 
 3'x5' 
 
 
 Market St 
 
 California St 
 
 150 
 
 
 3'x5' 
 
 
 JDrumm St 
 *Drumm gt 
 
 California St 
 Commercial St. . . . 
 
 Commercial St. . . 
 Jackson St 
 
 515 
 815 
 
 
 5" 6" 
 
 3'x5' 
 
 
 Jackson St. 
 
 East St. N . . . 
 
 520 
 
 
 7' 6" 
 
 
 J Howard St 
 
 Second St 
 
 East St. S 
 
 2915 
 
 
 
 3'x5' 
 
 *Mission St 
 
 Second St 
 
 First St 
 
 908 
 
 
 3'x4' 6" 
 
 3'x5' 
 
 *Mission St 
 
 First St 
 
 East St. S 
 
 2007 
 
 
 
 3'x5' 
 
 J Market St 
 
 Sutter St 
 
 Drumm St 
 
 1500 
 
 
 
 3'x5' 
 
 IBush St 
 
 Sansome St. . 
 
 Market St 
 
 653 
 
 
 
 3'x5' 
 
 ICalifornia St 
 
 Sansome St 
 
 Drumm St 
 
 1375 
 
 
 
 3'x5' 
 
 *Outfall '.'.'.'.'.'. 
 
 Drumm St 
 
 The Bay 
 
 200 
 
 " 
 
 7' 6" 
 
 
 YERBA BUENA DISTRICT SEWAGE ONLY. 
 
 * Aggregate sewers in district 
 *Aggregate sewers in district 
 
 * Aggregate sewers in district 
 
 * Aggregate sewers in district 
 
 * Aggregate sewers in district 
 *Aggregate sewers in district 
 
 fc 
 
 28410 
 
 ISP 
 
 8" 
 
 
 t 
 
 30102 
 
 
 10" 
 
 
 t 
 
 1295 
 
 u 
 
 12* 
 
 
 t . . 
 
 2665 
 
 u 
 
 15" 
 
 
 t 
 
 260 
 
 
 18" 
 
 * * 
 
 t 
 
 580 
 
 
 21" 
 
 
 HUNTER'S POINT DISTRICT UNIVERSITY MOUND SUB-DISTRICT. 
 
 
 Wayland St 
 
 Bacon St 
 
 460 
 
 Brick. 
 
 5' 6" 
 
 
 *Bacon St 
 
 Goettingen St. ... 
 
 Berlin St 
 
 300 
 
 
 5' 6" 
 
 
 *B3rlin St 
 
 Bacon St 
 
 Burrows St 
 
 460 
 
 
 
 5' 6" 
 
 
 *Burrows St 
 *Girard St 
 
 Berlin St 
 
 Girard St 
 Felton St 
 
 300 
 460 
 
 " 
 
 5' 6" 
 5' 6" 
 
 
 
 *Felton St 
 
 Girard St 
 
 San Bruno Ave.. . 
 
 300 
 
 
 
 5' 6" 
 
 
 
 Felton St 
 
 Silliman St 
 
 460 
 
 tt 
 
 5' 6" 
 
 
 *3xa Bruno Ave. . . 
 *San Bruno Ave . . . 
 
 Silliman St 
 Silver Ave 
 
 Silver Ave 
 Gaven St 
 
 460 | 
 640 
 
 
 3' 6"x5' 3" 
 3'x4' 6" 
 
 
 
 HUNTER'S POINT DISTRICT SOUTH BERNAL HEIGHTS SUB-DISTRICT. 
 
 JAndover Ave 
 
 East Ave 
 
 Crescent Ave 
 Prentiss St 
 
 783 
 1270 
 
 I. S. P. 
 
 21" 
 24" 
 
 21" 
 
 1 24" 
 ' 
 
 *Preatiss St. and' 
 
 Crescent Ave 
 
 Sweeny St 
 
 1130 
 
 Cast Iron. 
 
 12" 
 
 
 *Pr3itiss St. and 
 
 
 Islais Creek 
 
 800 
 
 Brick. 
 
 5" 
 
 
 *0vernow 
 
 Crescent Ave. and 
 
 Prentiss St 
 
 
 
 
 
 *Recommended for immediate construction. 
 {Existing sewer to be retained. 
 
 12 
 
CHARACTER AND DIMENSIONS OF REQUIRBD SEWERS. 
 HUNTER'S POINT DISTRICT MAIN SEWAGE. 
 
 Name of Street. 
 
 From 
 
 To 
 
 Len- 
 
 ^. 
 
 Material. 
 
 * ^u 6 ', 
 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 fProposednewSt., 
 Canal. Congdon, 
 TrumbellSts.,and 
 proposed new St . 
 
 Springdale and 
 Milton Sts 
 
 Harvard St ext'd 
 
 2180 
 
 Brick 
 
 7' 6" 
 
 
 
 Harvard St ext'd 
 
 Relief outlet 
 
 1300 
 
 
 8' 
 
 
 tProposed new St. . 
 
 Relief outlet 
 
 Southerly 
 
 1005 
 
 I. S. P. 
 
 18' 
 
 
 tProposed new St 
 
 
 
 760 
 
 
 24" 
 
 
 
 
 Boylston St. . . 
 
 750 
 
 Brick. 
 
 2'x3' 
 
 
 *Sweeny St 
 *Barneveld Ave. 
 and Gaven St 
 
 Boylston St 
 Sweeny St 
 
 Barneveld Ave . . . 
 W. side San Bru- 
 
 1140 
 500 
 
 
 3'x4' 6" 
 3'x4' 6" 
 
 
 
 *Steuben and Au- 
 gusta Sts 
 
 W. side San Bru- 
 
 Charter Oak Ave 
 
 690 
 
 Tunnel 
 
 3'x4' 6" 
 
 
 *Charter Oak Ave. . 
 *HelenaSt.,SSt.S., 
 
 and Seventh Ave. 
 S 
 *RSt. S 
 
 Augusta St 
 
 Charter Oak Ave.. 
 Seventeenth Av.S. 
 
 Helena St 
 
 RSt, S 
 E. side Sixteenth 
 Ave. S 
 
 760 
 
 2184 
 320 
 
 
 3'x4' 6" 
 
 3'x4' 6" 
 3' 6"xo' 3" 
 
 .,..:.,.. 
 
 *R St. S 
 
 E. side Sixteenth 
 Ave S 
 
 Fifteenth Ave S 
 
 240 
 
 Brick 
 
 3' 6"x5' 3" 
 
 
 * Fifteenth Ave. S. . 
 
 R St. S 
 
 Southerly . . . 
 
 310 
 
 
 3' 6"x5' 3" 
 
 
 *Fifteenth Ave S 
 
 
 Q St S 
 
 354 
 
 Tunnel 
 
 3' 6"x5' 3" 
 
 
 *Q St. S. and Four- 
 teenth Ave. S.... 
 *P St. S 
 
 Fifteenth Ave. S. . 
 Fourteenth Ave.S. 
 
 PSt. S... 
 E. side Thirteenth 
 
 944 
 
 
 5' 
 
 
 
 
 Ave S 
 
 320 
 
 11 
 
 5' 6" 
 
 
 *P St. S. and Tenth 
 Ave. S 
 
 E. side Thirteenth 
 
 
 
 
 
 
 
 Ave S 
 
 
 1482 
 
 Brick 
 
 5' 6" 
 
 
 *N St. S 
 *Seventh Ave S 
 
 Railroad Ave 
 
 N St S 
 
 Seventh Ave. S... 
 
 M St S 
 
 840 
 664 
 
 
 
 6' 
 6' 6" 
 
 
 *M St S 
 
 Seventh Ave S 
 
 Sixth Ave S 
 
 280 
 
 
 
 6' 6" 
 
 
 *Sixth Ave S 
 
 M St S 
 
 
 264 
 
 
 
 6' 6" 
 
 
 *Sixth Ave. S. and 
 
 L St S 
 
 
 W line Fifth Av S 
 
 640 
 
 Tunnel 
 
 | 6' 6" 
 
 
 *L St. S. and Fifth 
 Ave. S . . . . 
 
 W. line Fifth Av.S. 
 
 K St. S . 
 
 704 
 
 Brick 
 
 6' 6" 
 
 
 * Fifth \ve S 
 
 K St S 
 
 Southerly 
 
 214 
 
 
 7' 
 
 
 *Fifth Ave. S 
 
 Last named point 
 
 J St. S 
 
 450 
 
 Tunnel 
 
 7' 
 
 
 *Fifth Ave. S 
 
 J St. S 
 
 136' S. of I St. S 
 
 800 
 
 
 7' 6" 
 
 
 *Fifth Ave. S 
 
 Last named point . 
 
 H St. S 
 
 528 
 
 Brick. 
 
 r 6" 
 
 
 HUNTER'S POINT DISTRICT SOUTH SLOPE OF HUNTER'S POINT SUB-DISTRICT. 
 
 * Nineteenth Ave S. 
 
 J St S 
 
 H St S 
 
 1328 
 
 Brick 
 
 2'x3' 
 
 
 *H St. S 
 
 Nineteenth Ave. S. 
 
 Seventeenth Av.S. 
 
 560 
 
 
 3'x4' 6" 
 
 
 *Seventeenth Av. S. 
 *G St. S 
 
 H St. S 
 Seventeenth Av.S.. 
 
 GSt. S 
 Fifteenth Ave. S. 
 
 664 
 560 
 
 u 
 
 3' 6"x5' 3" 
 3' 6"x5' 3" 
 
 
 * Fifteenth Ave. S.. 
 
 GSt. S 
 
 FSt. S 
 
 604 
 
 " 
 
 4' 6" 
 
 
 MILE ROCK [NORTHWEST OF PT. LOBOS] DISTRICT OCEAN VIEW SUB-DISTRICT 
 
 SEWAGE ONLY. 
 
 *Stanlev St 
 
 Orizaba Ave 
 Stanley St.and Ver- 
 non St. northwest- 
 terly & northerly. 
 
 Holloway Ave. ext 
 Thence northweste 
 Northerly 
 
 Vernon St 
 
 Holloway Ave. ex- 
 tended 
 
 ended 'northerly . . . . 
 
 - 
 
 rly and northerly. . . 
 
 1560 
 4200 
 1550 
 1100 
 300 
 
 1150 
 6000 
 2900 
 
 7500 
 2950 
 
 500 
 
 I. S. P. 
 
 C. I. P. on 
 
 trestle. 
 
 I.S.P. 
 
 C. I. P. on 
 
 trestle. 
 
 I. S. P. 
 
 10" 
 
 12" 
 15" 
 18" 
 
 ;. 
 
 18" 
 
 21" 
 21" 
 21" 
 
 10" 
 
 18" 
 
 10" 
 
 
 
 *Main outfall sewer 
 along proposed 
 right of way 
 *Main outfall sewer 
 along proposed 
 right of way 
 *Main outfall sewer 
 along proposed 
 right of way 
 *Main outfall sewer 
 along proposed 
 right of way 
 *Main outfall sewer 
 along proposed 
 right of way 
 *Parkside Ave 
 *Parkside Ave..... . 
 *Ocean Ave 
 
 *Across Ingleside 
 racetrack grounds 
 tAlong proposed 
 right of way 
 
 ......... 
 
 Northwesterly 
 Last named point 
 Thence 
 Lee Ave. . 
 
 Parkside Ave 
 westerly 
 Great highway... . 
 1500' west of In- 
 gleside Inn 
 
 ^Main outfall sewer 
 Main outfall sewer 
 
 
 
 
 Arlington Avenue 
 westerly 
 San Miguel Rancho 
 line about 800'S.of 
 Ocean Ave. Wly.. 
 
 
 
 *Recommended for immediate construction. 
 
 tNot recommended for immediate construction. 
 
CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 HARBOR VIEW DISTRICT. 
 
 Name of Street. 
 
 1 
 
 From 
 
 To 
 
 *,! 
 
 J 
 
 Material. 
 
 Pre- 
 scribed 
 Size. 
 
 Size 
 of Old 
 Sewer. 
 
 { Broadway St 
 t Broad way St 
 {Polk St 
 {Vallejo St 
 t Franklin St 
 {Franklin St. . . . 
 
 HydeSt 
 Larkin St 
 Broadway St 
 Polk St 
 
 Larkin St 
 PolkSt 
 Vallejo St 
 Franklin St 
 Union St 
 Lombard St 
 Gough St 
 Octavia St 
 
 481 
 481 
 350 
 962 
 688 
 1032 
 481 
 481 
 481 
 344 
 481 
 344 
 
 1720 
 344 
 459 
 688 
 688 
 481 
 962 
 688 
 
 962 
 
 2104 
 
 275 
 
 344 
 481 
 427 
 688 
 
 1032 
 1720 
 344 
 344 
 481 
 659 
 800 
 
 Brick. 
 
 I. S. P. 
 
 Brick. 
 
 m 
 
 I. S. P. 
 Brick. 
 
 I. S. P. 
 Brick. 
 
 | C. I. P. 
 
 2' x3' 
 2' 6"x3' 9" 
 3' x4',6" 
 3' x4- 6'" 
 3' x4' 6" 
 3' 6"x5' 3" 
 3' 6"x5' 3" 
 4' 6" 
 5' 
 5' 
 2' 6"x3' 9" 
 2' 6"x3' 9" 
 
 5' 
 5' 6" 
 5' 6" 
 21" 
 2' 6"x3' 9" 
 2' 6"x3' 9" 
 3' x4' 6" 
 3' 6"x5' 3" 
 
 3' 6"x5' 3" 
 6' 
 
 6' 6" 
 2' 6"x3' 9" 
 3' x4' 6" 
 24" 
 2' x3' 
 
 2' 6"x3' 9" 
 5' 
 24" 
 2' x.V 
 3' x4' 6" 
 5' 
 30" 
 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 10" 
 3' 6" 
 4' * 
 J 10"- 12" 
 1 18"-20" 
 
 Vallejo St 
 
 Union St 
 Franklin St 
 Gough St 
 
 {Lombard St 
 {Lombard St 
 *Lombard St 
 *Laguna St 
 {Greenwich St 
 {Octavia St 
 
 *Laguna St 
 * Laguna St 
 
 Octavia St 
 Lombard St 
 Gough St . . 
 
 Laguna St 
 Chestnut St 
 Octavia St 
 Lombard St 
 
 Greenwich St 
 
 " Chestnut St 
 Jefferson St 
 
 Jefferson St 
 
 Tonquin St 
 The bay 
 Filbert St 
 
 
 {Laguna St 
 j Lacuna St 
 
 Green St 
 Filbert St 
 Laguna St 
 Buchanan St 
 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 3'x5' 
 ( Wooden 
 < box 
 ( sewer. 
 J275' of 
 } 3'xo' 
 
 Lombard St 
 Buchanan St 
 
 {Lombard St 
 {Lombard St 
 {Fillmore St 
 
 *Francisco St 
 * Pierce St 
 
 Fillmore St 
 Francisco St 
 
 Pierce St. 
 
 Lombard St 
 Fillmore. St 
 Francisco St 
 
 Lewis St 
 Chestnut St 
 Scott St 
 Lyon St 
 Union St 
 
 Greenwich St 
 Francisco St 
 Lombard St 
 Chestnut St 
 Broderick St 
 Tonquin St 
 Pierce St 
 
 Lewis St 
 ' 
 The bay 
 Francisco St 
 Pierce St 
 Baker St 
 | Greenwich St 
 
 Francisco St 
 Tonquin St 
 Chestnut St 
 Francisco St 
 Baker St . . 
 
 *Pierce St 
 {Pierce St 
 *Francisco St 
 {Union St 
 {Baker St 
 
 {Baker St 
 {Baker St 
 
 3'xf/ 
 
 12" 
 16" 
 J 14"x 
 i 16"&18" 
 18" 
 
 " ' 18" " 
 
 {Broderick St 
 {Broderick St 
 {Francisco St 
 {Baker St 
 {Outfall 
 "Overflow 
 "Overflow 
 {Overflow 
 
 The bay 
 In the bay 
 
 nut Sts 
 
 Laguna and Chest 
 Laguna and Tonqi 
 Baker and Tonqui 
 
 
 
 
 
 n Sts 
 
 
 
 
 
 
 
 
 V 
 
 *Recommended for immediate construction. 
 {Existing sewer to be retained. 
 
 14 
 
CHARACTER AND DIMENSIONS OF REQUIRED SEWERS. 
 
 MILE ROCK [NORTHWEST OF PT. LOBOS] DISTRICT UPPER AND LOWER SUNSET 
 
 SUB-DISTRICTS. 
 
 SEWERS FOR STORM-WATER. 
 
 Name of Street 
 
 From 
 
 To 
 
 fi 
 
 Material 
 
 Pre- 
 scribed' 
 Size 
 
 Size 
 of Old 
 Sewer 
 
 *Great Highway. . . 
 *Great Highway 
 
 Ocean Ave 
 U St 
 
 USt 
 
 S St 
 
 1600 
 1360 
 
 Rein. cone. 
 
 2' 6"x3' 9" 
 3' x4' 6" 
 
 
 * Forty-eighth Ave 
 
 S St 
 
 L St 
 
 4760 
 
 it 
 
 3' ' x4' 6" 
 
 
 * Forty-eighth Ave 
 
 L St 
 
 H St 
 
 2720 
 
 u 
 
 3' 6"x5' 3" 
 
 
 
 H St 
 
 C St 
 
 3400 
 
 u 
 
 
 
 
 L St 
 
 H St . 
 
 2720 
 
 Brick. 
 
 3' x4' 6" 
 
 3'x4' 6" 
 
 JH St. .. 
 
 Seventh Ave 
 
 Tenth Ave 
 
 930 
 
 1 
 
 4' 6" 
 
 J 4' 6"x 
 1 5' 31" 
 
 JH St.. 
 
 Tenth Ave 
 
 Fourteenth Ave. . 
 
 1240 
 
 
 
 6' 
 
 6' 
 
 JH St . 
 
 Fourteenth Ave . . 
 
 Twentieth Ave . . . 
 
 1890 
 
 
 
 6' 
 
 6'x7' 14" 
 
 *H St 
 
 Twentieth Ave 
 
 Fortieth Ave 
 
 6200 
 
 
 6' 
 
 
 *Across Park 
 
 Fortieth Ave. and 
 H St 
 
 Forty-eighth Ave. 
 and Fulton St 
 
 3720 
 
 
 6' 6" 
 
 
 *W i ' lith A 
 
 Fulton St 
 
 C St 
 
 600 
 
 u 
 
 6' 6" 
 
 
 JTenth Ave 
 
 L St..: 
 
 K St 
 
 680 
 
 " 
 
 2' 3" 
 
 
 JK St 
 
 Tenth Ave 
 
 Eleventh Ave. . . . 
 Twelfth Ave 
 
 310 
 310 
 
 u 
 
 2' 3" 
 2' 6"x3' 9" 
 
 
 
 J Twelfth A-*e 
 
 K St. . . ... 
 
 J St ..." 
 
 620 
 
 
 
 2' 6"x3' 9" 
 
 
 tJSt.. . . . 
 
 Twelfth Ave 
 
 Fourteenth Ave. . 
 
 620 
 
 
 2' 6*x3'9" 
 
 
 
 J St 
 
 340' northerly 
 
 340 
 
 u 
 
 3' x4' 6" 
 
 
 
 
 H St 
 
 1020 
 
 u 
 
 3' 6"x5' 3" 
 
 
 Twentieth Ave 
 
 H St 
 
 I St 
 
 680 
 
 Rein. cone. 
 
 4' 6" 
 
 
 *Twentieth Ave 
 
 I St . . . 
 
 K St 
 
 1360 
 
 
 3' 6"x5' 3" 
 
 
 *Twentieth Ave 
 
 K St 
 
 L St 
 
 680 
 
 
 
 3' x4' 6" 
 
 
 * Forty-fifth Ave 
 
 U St 
 
 T St \ 
 
 
 
 
 
 *U St 
 
 Forty-fifth Ave. . 
 
 Forty-sixth Av. < 
 
 1670 
 
 
 
 7' 3" 
 
 
 *Forty-sixth Ave.. . 
 * Forty-sixth Ave. . . 
 *Fortv-sixth Ave 
 
 TSt 
 SSt 
 Q St 
 
 QSt'. '.'.'.'.'. 
 P St 
 
 1360 
 680 
 
 
 
 8'* 
 
 8' 9" 
 
 
 
 P St 
 
 N St 
 
 1360 
 
 u 
 
 9' 
 
 
 *N St 
 
 Forty-sixth Ave . . 
 
 N St 
 
 Forty-seventh. . J 
 
 L St . 1 
 
 1670 
 
 u 
 
 9' 3" 
 
 
 *LSt 
 * Forty-eighth Ave 
 
 Forty-seventh Av. 
 L St 
 
 Forty-eighth ... J 
 C St 1 
 
 5440 
 
 u 
 
 9' 6" 
 
 
 * Forty eighth Ave 
 
 C St 
 
 Ocean . . | 
 
 4500 | 
 
 Tunnel. 
 
 8'xl6' 
 
 
 *Tunnel for sewage 
 
 Storm water tun- 
 
 Ocean 
 
 1600 
 
 
 ? T 4'x5' 
 
 
 Y 
 
 
 
 
 
 
 
 VISITACION VALLEY DISTRICT 
 
 To DISCHARGE IN BAY NEAR COUNTY LINE. 
 
 *San Bruno Ave. . . 
 *San Bruno Ave. 
 Milliken St 
 
 I 
 Somerset St 
 
 Visitacion St 
 Sunnydale Ave. 
 
 1400 
 680 
 
 I. S. P. 
 Rein. cone. 
 
 24" 
 3' 6"x5' 3" 
 
 
 
 
 
 Cora St 
 
 480 
 
 
 3'x4' 
 
 
 *Sunnydale Ave... . 
 * Sunnydale Ave. . . 
 
 Cora St 
 Milliken St 
 
 Milliken St 
 Bay 
 
 1385 
 1500 
 
 Wood box 
 
 3' 6"x5' 3" 
 5'x5' 
 
 ::;;:::;; 
 
 *Recommended for immediate construction. 
 ^Existing sewer to be retained. 
 
ESTIMATE OF COST. 
 
 The sewers and work recommended for construction in this report are 
 
 overed by the following estimates of cost. The costs are based on the 
 
 same classes of material and construction as were used in the estimate* 
 
 made by City Engineer C. E. Grunsky in a report on a System of Sewers 
 
 ~ made tO; the Board of Public Works and dated June 30th, 1903. 
 
 1, Hua'ter's Point main sewer, sub-mains and main sewers 
 
 in the Bay View and in Visitacion Valley districts. . . $ 418,549.00 
 
 2. North Point main relief outlets and special structures, 
 
 mains and sub-mains in the portion of the North 
 
 Point district south of College Hill 1,664,411.00 
 
 8. Mains and sub-mains in Harbor View and North Beach 
 
 districts 243,974 . 00 
 
 4 Main and sub-mains tributary to Mile Rock outfall, 
 
 including sub-mains from the Ingleside, Sunset and 
 
 West Richmond districts 630,339 . 00 
 
 5. Storm sewers and special structures, sewage sewers and 
 
 pumping station in Mission Flats district 312,727.00 
 
 t:. Storm sewers and special structures, sewage sewers and 
 
 pumping station in Yerba Buena district 200,000.00 
 
 Real estate, rights of way, grade changes, etc 250, 000. 00 
 
 Preparation of plans, specifications and inspection 280,000.00 
 
 Total $4,000,000 . 00 
 
 I would note that during the past seven years the following sewers have 
 been constructed in accordance with the herein proposed plan, at a cost 
 of $636,702.42. They represent about one-tenth of the required work: 
 
 H street from Seventh to Twentieth avenues. 
 
 Mission street from Amazon arenue to Persia avenue. 
 
 Amazon avenue from Mission street to London street. 
 
 Persia avenue from Mission street to Dublin street. 
 
 Mission street from Second to Third streets. 
 
 Cole street from Oak street to Pell street.. 
 
 California street from Twenty-fourth avenue to Thirty-first avenue. 
 .Twenty-fourth avenue from California street to Lake street. 
 
 China avenue from. Paris street to Edinburgh street. 
 
 Van Ness avenue and Vallejo street. 
 
 Valencia street from Eighteenth to Nineteenth streets. 
 
 Howard street from Seventeenth to Eighteenth streets. 
 
 Fourth street from Howard street to Channel street. 
 
 Sixth street from Howard to Brannan streets, together with the lateral 
 sowers on the adjacent streets. 
 
 Baker street from Union street to the bay, together with the lateral 
 sowers in the adjacent streets. 
 
 Ocean avenue and Onondaga avenue, from Howth street to Islais Creek. 
 
 San Jose avenue from Mt. Vernon avenue to Ocean avenue. 
 
 Tenth avenue, K street, Twelfth avenue, J street and Fourteenth ave- 
 nue from L street to H street. 
 
 Seventh avenue from H to L streets. 
 
 Market street and Seventh street, from Jones street to Howard street. 
 
 Fourteenth street from Valencia street to Howard street. 
 
 Harrison street, from Fourth to Sixth streets. 
 
 Haight street from Steiner street to Pierce street. 
 
 Dore street from Bryant street to Brannan street. 
 
 Steuart street from Market street to Mission street. 
 
 Market street from First street to East street. 
 
 Drumm street from Market .street to Commercial street. 
 
 Mission street from Sixth street to Eighth street. 
 
 Mission street and Seventh street. 
 
 A temporary pumping station on Commercial street near Drumm 
 street. 
 
 A temporary pumping station on Fourth street near Berry street. 
 Respectfully submitted, 
 
 MARSDEN MANSON, 
 
 City Engineer. 
 
UNIVERSITY OF CALIFORNIA LIBRARY 
 BERKELEY 
 
 Return to desk from which borrowed. 
 This book is DUE on the last date stamped below. 
 
 WBLBl MAY 2 91986 
 
 OCT101955LU 
 DOT 3 1979 
 
 tin,, o. 
 
 . AUG 1 5 879 
 
 LD 21-100m-9,'48(B399sl6)476 
 
YCt 04945 
 
 GENERAL LIBRARY- U.C. BERKELEY 
 
 THE UNIVERSITY OF CALIFORNIA LIBRARY