EPA-R2-73-152
JANUARY 1973          Environmental Protection Technology Series
Combined Sewer Overflow
Study for the
Hudson River Conference
                      ^°s^
                               Office of Research and Monitoring
                               U.S. Environmental Protection Agency
                               Washington, D.C. 20460

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            RESEARCH REPORTING SERIES
Research reports of the  Office  of  Research  and
Monitoring,  Environmental Protection Agency, have
been grouped into five series.  These  five  broad
categories  were established to facilitate further
development  and  application   of   environmental
technology.   Elimination  of traditional grouping
was  consciously  planned  to  foster   technology
transfer   and  a  maximum  interface  in  related
fields.  The five series are:

   1.  Environmental Health Effects Research
   2.  Environmental Protection Technology
   3.  Ecological Research
   4.  Environmental Monitoring
   5.  Socioeconomic Environmental studies

This report has been assigned to the ENVIRONMENTAL
PROTECTION   TECHNOLOGY   series.    This   series
describes   research   performed  to  develop  and
demonstrate   instrumentation,    equipment    and
methodology  to  repair  or  prevent environmental
degradation from point and  non-point  sources  of
pollution.  This work provides the new or improved
technology  required for the control and treatment
of pollution sources to meet environmental quality
standards.

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                                                  EPA-R2-73-152
                                                  January 1973
            COMBINED SEWER OVERFLOW STUDY

                       FOR THE

               HUDSON RIVER CONFERENCE
                        by

               Alan I. Mytelka, Ph.D.
               Lawrence P  Cagliostro
                  David J  Deutsch
                  Clifford A.  Haupt
                Contract  No.  68-01-0055

                  Project Officer

              Albert W. Bromberg, Chief
                 Surveillance Branch
                    EPA - Reeion  II
              Edison,  New Jersey 08817
                  Prepared  for:

   OFFICE  OF ENFORCEMENT AND GENERAL COUNSEL
                     and the
       OFFICE OF RESEARCH  AND MONITORING
  STORM AND COMBINED SEWER TECHNOLOGY BRANCH
     U.S.  ENVIRONMENTAL PROTECTION AGENCY
             WASHINGTON, D.C.   20460
For sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402
              Price $2.85 domestic postpaid or $2.50 QPO Bookstore

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                    EPA REVIEW NOTICE

This report has been reviewed by the Environmental
Protection Agency and approved for publication,,  Approval
does not signify that the contents necessarily reflect the
views and policies of the Environmental Protection Agency,
nor does mention of trade names or commercial products con-
stitute endorsement or recommendation for use.
                               ii

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               INTERSTATE SANITATION COMMISSION

                      10 Columbus Circle

                  New York, New York - 10019
                        COMMISSIONERS
   NEW YORK

Natale Colosi, Ph.D.
            Chairman
Henry L. Diamond
Chester Schwimmer
Oliver J  Troster
    NEW JERSEY

Joseph J  Brennan
James R, Cowan, M. D,
Louis J  Fontenelli
Samuel P. Owen
Richard J  Sullivan
                    CONNECTICUT

                John B. Dioguardi
                Franklin M. Foote,
                Robert K. Killian
                Daniel W. Lufkin
                H. Parker Sund
 M. D.
                Thomas R. Glenn, Jr
                Director-Chief Engineer
                            111

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                             ABSTRACT

A detailed examination was conducted of ten (10) combined sewer
overflow systems within that portion of the Hudson River Basin
lying within the Interstate Sanitation District.  The work included
the identification and study of these combined sewer systems in
order to determine their location, physical characteristics, and
service areas.

The procedure employed included the physical examination of each
system's regulators to determine their location, type, dimensions,
and condition.  A study of available records was made to determine
where possible, trunk line flow, interceptor line design capacity,
and characterization of the drainage area served by each regulator
which included population and land use.  Ten (10) summary tables
and forty (40) regulator location figures are included in the report,
Dry weather and wet weather sampling was also conducted.  Bypass
loadings for several pollution parameters have been calculated
during storm flow conditions based upon this sampling.  Recommen-
dations for minimizing combined sewer overflows are included.

This report was submitted in fulfillment of Contract Number 68-01-
00553 under the partial sponsorship of the Office of Enforcement
and General Counsel, Environmental Protection Agency and is pub-
lished by the Office of Research and Monitoring, Environmental
Protection Agency.
                                  v

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                     CONTENTS
Section                                           Page

   I        Conclusions                              1

   II       Recommendations                          5

   III      Arrangement of the Report                7

   IV       Introduction and Literature Review      25

   V        General Discussion                      29

   VI       Bayonne Sewage Treatment Plant
            Drainage Basin, Bayonne, N.J            35

   VII      Hoboken Sewage Treatment Plant
            Drainage Basin, Hoboken, N.J            47

   VIII     Jersey City, East Side, Sewage
            Treatment Plant Drainage Basin,
            Jersey City, N.J                        55

   IX       West New York Sewage Treatment
            Plant Drainage Basin,
            West New York, N.J                      69

   X        Newtown Creek Sewage Treatment Plant
            Drainage Basin, Brooklyn, Manhattan,
            and Queens, N.Y                         75

   XI       North River Sewage Treatment Plant
            Drainage Basin, New York, N.Y          123

   XII      Owls Head Sewage Treatment Plant
            Drainage Basin, Brooklyn, N.Y          155

   XIII     Port Richmond Sewage Treatment Plant
            Drainage Basin, Staten  Island, N.Y     173

   XIV      Red Hook Sewage Treatment Plant
            Drainage Basin, Brooklyn, N.Y          201

   XV       Yonkers Joint Meeting Sewage Treatment
            Plant Drainage Basin, Yonkers, N.Y     215

   XVI      Regulator Sampling and  Analyses        227
                          Vll

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                     CONTENTS





Section
  XVII       Acknowledgements                      271



  XVIII      References                            275



  XIX        Appendices                            279
                     Vlll

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                    TABLES
Table                                             Page

  1     Bayonne Treatment Plant Drainage
        Basin, Bayonne, N.J                      36-41

  2     Hoboken Treatment Plant Drainage
        Basin, Hoboken, N.J                      48-51

  3     Jersey City, East Side Treatment
        Plant Drainage Basin, Jersey City,
        N.J                                      56-62

  4     West New York Treatment Plant
        Drainage Basin, West New York,
        N.J                                      70-71

 5-B    Newtown Creek Treatment Plant
        Drainage Basin, Brooklyn, N.Y            76-81

 5-M    Newtown Creek Treatment Plant
        Drainage Basin, New York, N.Y            94-112

 5-Q    Newtown Creek Treatment Plant
        Drainage Basin, Queens, N.Y              82-83

  6     North River Treatment Plant
        Drainage Basin, New York,N.Y            124-141

  7     Owls Head Treatment Plant
        Drainage Basin, Brooklyn, N.Y           156-161

  8     Port Richmond Treatment Plant
        Drainage Basin, Staten Island,
        N.Y                                     174-187

  9     Red Hook Treatment Plant Drainage
        Basin, Brooklyn, N.Y                    202-209

 10     Yonkers Treatment Plant Drainage
        Basin, Yonkers, N.Y                     216-221

 11     Land Use and Demographic Characteristics
        of Drainage Basin - Regulator 5,  Ingham
        Avenue and East 5th Street, Bayonne, N.J    231
                        IX

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                    TABLES
Table
  12    Sampling Results - Regulator 5,
        Ingham Avenue and East 5th Street,
        Bayonne, N.J.;  dry weather sampling -
        April 5, 1972                           234-235

  13    Sampling Results - Regulator 5,
        Ingham Avenue and East 5th Street,
        Bayonne, N.J ;  dry weather sampling -
        April 12,  1972                              236

  14    Land Use and Demographic Characteristics
        of Drainage Basin - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,  N.Y                               241

  15    Sampling Results - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,'  N.Y.;  dry weather sampling -
        March 1, 1972                               245

  16    Sampling Results - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,  N.Y.;   dry weather sampling -
        March 8,9,  1972                          246-247

  17    Sampling Results - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,  N.Y.;   wet weather sampling -
        April 13,  1972                          248-249

  18    Summary Results  - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,  N.Y ;  storm flow and pol-
        lution characteristics during storm of
        April 13,  1972                              250

  19    Sampling Results - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,  N.Y ;  wet weather sampling -
        June 16, 1972                           258-259

  20    Summary Results  - Regulator B-l,
        Johnson Avenue,  east of Morgan Avenue,
        Brooklyn,  N.Y ;  storm flow and pol-
        lution characteristics during storm of
        June 1'3, 1972                               260

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                         FIGURES

Figure

   1    Location map of the ten drainage basins under
        study within Hudson River Conference area         9

   2    Key map for figure locations for Bayonne,
        Jersey City, Hoboken, and West New York Sewage
        Treatment Plant Drainage Basins                  11

   3    Key map for figure locations for Newtown Creek
        Sewage Treatment Plant Drainage Basin (Brooklyn
        and Queens)                                      13

   4    Key map for figure locations for Newtown Creek
        Sewage Treatment Plant Drainage Basin
        (Manhattan)                                      15

   5    Key map for figure locations for North River
        Sewage Treatment Drainage Basin                  17

   6    Key map for figure locations for Owls Head
        and Red Hook Sewage Treatment Drainage Basins    19

   7    Key map for figure locations for Port Richmond
        Sewage Treatment Plant Drainage Basin            21

   8    Key map for figure locations for Yonkers Joint
        Meeting Sewage Treatment Plant Drainage Basin    23

   9    Photographs:
        A - Standard preparation and setup for
            regulator inspection                         30
        B - Field personnel entering manhole for
            regulator inspection                         30

  10    Photographs:
        A - Hydraulically operated sluice gate at
            Regulator 6 (Contract 2), Nicholas Avenue
            and Richmond Terrace, Port Richmond, NY     33
        B - An outfall for one of the Port Richmond
            N.Y  regulators                              33

  11    Regulator location and drainage basins,
        Bayonne, N.J ;
        Regulators 1, 2, 5-12                            43
                         xi

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                    FIGURES
Figure                                              ag6-

  12    Regulator  locations  and drainage basins,
        Bayonne, N.J ;
        Regulators 3,4,13  through 18                 45

  13    Regulator  location and drainage basins,
        Hoboken, N.J ;
        Regulators 1-7                                53

  14    Regulator  location and drainage basins,
        Jersey City,  East  Side,  N.J ;
        Regulators E-l,  E-2                           63

  15    Regulator  location and drainage basins
        Jersey City,  East  Side,  N.J ;
        Regulators E-3  through E-15                  65

  16    Regulator  location and drainage1 basins,
        Jersey City,  East  Side,  N.J.;
        Regulators E-16  through E-21                 67

  17    Regulator  location and drainage basins,
        West  New York,  N.J ;
        Regulator  1                                  73

  18    Regulator  location and drainage basins,
        Newtown Creek,  Brooklyn,  N.Y ;
        Regulators B-3  through B-17                  85

  19    Regulator  location and drainage basins,
        Newtown Creek,  Brooklyn,  N.Y ;
        Regulators B-l,  B-1A,  B-2,  Q-l                87

  20    Regulator  location and drainage basins
        Newtown Creek,  Brooklyn,  N.Y ;
        Portion of drainage  basins                    89

  21    Regulator  location and drainage basins,
        Newtown Creek,  Brooklyn,  N.Y ;
        Portion of drainage  basins                    9^

  22    Regulator  location and drainage basins
        Newtown Creek,  New York,  N  Y ;
        Regulator  M-l

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                     FIGURES
Figure

  23    Regulator location and drainage basins,
        Newtown Creek, New York, N.Y ;
        Regulators M-2 through M-9                115

  24    Regulator location and drainage basins,
        Newtown Creek, New York, N.Y ;
        Regulators M-10 through M-13, M-17, M-19,
        M-21 through M-25                         117

  25    Regulator location and drainage basins,
        Newtown Creek, New York, N.Y ;
        Regulators M-26, M-29, M-30, M-32
        through M-43B                             119

  26    Regulator location and drainage basins,
        Newtown Creek, New York, N.Y ;
        Regulators M-44 through M-51C             121

  27    Regulator location and drainage basins,
        North River, New York, N.Y  ;
        Regulators N-43, N-45 through N-5.1,
        N-53 through N-56                         143

  28    Regulator location and drainage basins,
        North River, New York, N.Y.;
        Regulators N-28 through N-34, N-36,
        N-38 through N-40, N-42                   145

  29    Regulator location and drainage basins,
        North River, New York, NY.;
        Regulators N-24, N-26, N-26A              147

  30    Regulator location and drainage basins,
        North River, New York, N.Y.;
        Regulators N-18 through N-23              149

  31    Regulator location and drainage basins,
        North River, New York, N.Y  ;
        Regulators N-l, N-3 through N-10, N-12
        through N-17                              151

  32    Regulator location and drainage basins,
        North River, New York, N.Y  ;
        Portion of drainage basins                153
                      Xlll

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                     FIGURES
Figure                                           "a&-

  33    Regulator location  and  drainage  basins,
        Owls Head,  Brooklyn,  N.Y  ;
        Regulators  9A                              163

  34    Regulator location  and  drainage  basins,
        Owls Head,  New  York,  N.Y.;
        Regulators  1 through  3, 9                  165

  35    Regulator location  and  drainage  basins,
        Owls Head,Brooklyn, N,Y ;
        Regulators  4 through  7D                   167

  36    Regulator location  and  drainage  basins,
        Owls Head,  Brooklyn,  N.Y.;
        Portions  of drainage  basins                169

  37    Regulator location  and  drainage  basins,
        Owls Head,  Brooklyn,  N.Y  ;
        Regulators  8 through  8B                   171

  38    Regulator location  and  drainage  basins,
        Port Richmond,  Staten Island,  N.Y  ;
        Regulators  R-l  through  R-5  (Contract  4-A)  189
                                             *

  39    Regulator location  and  drainage  basins,
        Port Richmond,  Staten Island,  N.Y  ;
        Regulators  R-6  through  R-22                191

  40    Regulator location  and  drainage  basins,
        Port Richmond,  Staten Island,  N.Y  ;
        Regulators  R-23 through R-37               193

  41    Regulator location  and  drainage  basins,
        Port Richmond,  Staten Island,  N.Y  ;
        Regulators  R-l  through  R-5  (Contract  2)    195

  42    Regulator location  and  drainage  basins,
        Port Richmond,  Staten Island,  N.Y  ;
        Portion of  drainage basins                 197

  43    Regulator location  and  drainage  basins,
        Port Richmond,  Staten Island,  N.Y  ;
        Portion of  drainage basins
                       xiv

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                    FIGURES
Figure                                                Page

  44    Regulator location and drainage basins,
        Red Hook, Brooklyn, N.Y ;
        Regulators R-l through R-19A                   211

  45    Regulator location and drainage basins,
        Red Hook, Brooklyn, N.Y ;
        Regulators R-20, R-21                          213

  46    Regulator location and drainage basins,
        Yonkers Joint Meeting, Yonkers, N.Y.;
        Regulators 1 through 6. 11 through 18          223

  47    Regulator location and drainage basins,
        Yonkers Joint Meeting, Yonkers, N.Y ;
        Regulators 7 through 10                        225

  48    Land Use map for Regulator 5, Ingham
        Avenue and East 5th Street, Bayonne, N.J       229

  49    Location plan for Regulator 5, Ingham
        Avenue and East 5th Street, Bayonne, N.J       232

  50    Photographs:
        A - Trunk line flow to regulator chamber
            at Regulator 5, Ingham Avenue and
            East 5th Street, Bayonne, N.J              233
        B - Outfall for Regulator 5,  Ingham Avenue
            and East 5th Street, Bayonne, N.J          233

  51    Land use map for Regulator B-l, Johnson
        Avenue, east of Morgan Avenue, Brooklyn,
        N Y                                            239

  52    Location plan for Regulator B-l, Johnson
        Avenue, east of Morgan Avenue. Brooklyn,
        N Y                                            242

  53    Photographs:
        A - Hydraulically operated sluice gate at
            Regulator B-l, Johnson Avenue, east of
            Morgan Avenue, Brooklyn,  N.Y               243
        B - Outfall for Regulator B-l, Johnson Avenue,
            east of Morgan Avenue, Brooklyn, N.Y       243
                        xv

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                     FIGURES
Figure                                             Page

  54    Total Suspended Solids versus Time
        during storm of April 13,  1972 at
        Regulator B-l,  Johnson Avenue.
        east of Morgan  Avenue; Brooklyn,  N.Y        251

  55    B.O.D. versus Time during  storm of
        April 13,  1972,  at Regulator B-l,
        Johnson Avenue,  east  of Morgan Avenue.
        Brooklyn,  N.Y                               253

  56    Oil and Grease  versus Time during storm
        of April 13.  1972 at  Regulator B-l,
        Johnson Avenue,  east  of Morgan Avenue,
        Brooklyn,  N Y                               255

  57    Total Suspended Solids versus Time during
        storm of June 16,  1972 at  Regulator  B-l,
        Johnson Avenue,  east  of Morgan Avenue,
        Brooklyn,  N.Y                               261

  58    B.O.D. versus Time during  storm of
        June 16, 1972 at Regulator B-l,
        Johnson Avenue,  east  of Morgan Avenue,
        Brooklyn,  N.Y                               263

  59    Oil and Grease  versus Time during storm
        of June 16,  1972 at Regulator B-l,
        Johnson Avenue,  east  of Morgan Avenue,
        Brooklyn,  N.Y                               265

  60    Key to line designations for a typical
        regulator                                    279
                       xvi

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                        SECTION I

                       CONCLUSIONS

From the information collected in the course of this study,
much insight was gained into the status of the ten sewage
collection systems contained in that portion of the Hudson
River Basin which lies within the District waters of the
Interstate Sanitation Commission.  Based upon this study, we
have reached the following conclusions:

1)  The general condition of the ten sewage systems which
were studied indicates that more attention needs to be given
to the operation, performance, efficiency, and maintenance
of the regulators.

2)  Within six of the systems inspected, over 25% of the
regulators were inoperable.  The severity of conditions which
resulted in regulator inoperability ranged from the need for
adjustments to the need for complete overhaul.

3)  In far too many cases, the personnel assigned to regula-
tor maintenance duty are not properly equipped with either
maintenance tools or the necessary safety equipment to
properly service the regulators.  A noticeable lack of under-
standing on the part of many of the maintenance personnel as
to the purpose and proper operation of regulators was evident
during field inspection.  Additionally, many of the regulators
were intentionally jammed or chained in the open position to
maximize wet weather flow to the treatment plant.  This can
create a three-fold problem of  (a) an imbalance of sewage
mixture from each regulator drainage basin during wet weather
flow;  (b) an unreasonably high wet weather flow to the treat-
ment plant which in turn minimizes the effective treatment of
this sewage; and (c) a surcharge of the interceptor system
with associated local flooding of sewage into streets and
basements.

4)  With the exception of the Hoboken, New Jersey  sewage
system, ingress and egress to regulators were through man-
holes.  The small size of the manholes required that person-
nel had to climb down inadequately sized ladder rungs for
access to the regulator chamber   This made maintenance and
inspection of equipment difficult and in many cases dangerous.
Such conditions are definite deterrents to creating an envi-
ronment conducive to proper and systematic maintenance of
regulator equipment

5)  In many cases, adequate data relating to demographic and
hydraulic characteristics for each regulator drainage basin

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 were either  not  available or were outdated or incomplete.

 6)   No  remote  sensing devices are presently installed on any
 of  the  regulators or tide gates to indicate whether the regu-
 lator or  tide  gate  is operating properly   Thus, only time-
 consuming inspection techniques can be utilized to determine
 when and  where a regulator gate, orifice, or tide gate  is
 jammed  or clogged and creating a condition of prolonged dry
 weather bypassing or salt water intrusion into the system.

 7)   It  is strongly  felt that in comparison to the attention
 given to  treatment  plant efficiencies, too little attention
 is  given  to  the operation, performance, maintenance, and
 efficiency of regulators which are a vital part of the  sewage
 system.   In  fact, the sewage network should be treated  as an
 integral  part of the total system of collection and treatment.

 8)   Field inspections of tide gates and regulators revealed
 instances where control equipment, i.e., hand cranks and
 chains, were so severely corroded that they could impair the
 proper  functioning  of the equipment.  In these cases, tide
 gates or  regulators could jam during dry weather flow such
 that  effluent would bypass the treatment plant.

 9)  Wet weather sampling conducted at Regulator B-l, located
 in the Newtown Creek Treatment Plant drainage basin, exhibited
 a very pronounced first flush phenomena.  The quantities of
 pollutants such as  solids, BOD, and oil and grease which are
 bypassed  during a storm are extremely high; for example,
 during the storm of June 16, 1972, which spanned a 4-hour
period and had a peak intensity of 0.65 inches in 1 hour,
over  1,000,000 pounds of total suspended solids, 36,000
pounds of BOD, and  180,000 pounds (24,000 gallons) of oil
and grease were bypassed.  During this period of bypassing
 (about 4 hours),  approximately 30 times as much suspended
solids were bypassed as are discharged from the treatment
plant in a full 24-hour normal dry weather flow period.  The
respective maximum  concentrations (Mg/L) for TSS. BOD, and
oil and grease were 20,000,  465, and 4,300 during this storm.
These values, together with those found for heavy metals,
confirm that a high priority needs to be given to the pre-
treatment of industrial wastes and source control to minimize
their deposition on streets and subsequent contamination of
runoff water

 10)   In view of the tremendous quantities of pollutants
bypassed  during the rainfall from this combined sewer system
 it does not seem reasonable to debate whether secondary
 treatment plants should be designed for 80,  85,  or 90% BOD
 or suspended solids removal when in fact the small increments

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gained in this range are completely overshadowed by the
bypassing occurring at regulators during wet weather flow

11)  The necessary improvement in the quality of receiving
waters and the reopening of beaches will not be accomplished
by the multi-billion dollar treatment plant upgrading and
expansion program now going on within the District, and the
monies spent for this construction in large part will be
wasted if means of mitigating the effects of combined sewers
are not found.

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                        SECTION II

                      RECOMMENDATIONS

Based upon the results of the study and the conclusions
reached, the following are strongly recommended:

1)  Greater emphasis needs to be placed on the establishment
of significant programs to better maintain and regulate the
overall performance and hence efficiency of combined sewer
systems.  Maintenance programs, inspection procedures, and
surveillance networks need to be either established or better
formulated to insure that optimal amounts of highly concen-
trated sewage be intercepted for treatment purposes.

2)  Conventional methods of evaluating sewage treatment
plant efficiencies by means of percentage removal of pollu-
tants leaving compared to those entering the treatment plants
need to be revised.  Attention should also be given to
evaluating the overall efficiency of a sewage network by
considering the bypass discharge from regulators during dry
and wet weather flows together with the effluent from treat-
ment plants.  The percent removal of pollutants would then
be based on the quantity of sewage exiting from the entire
system, i.e., treatment plant and regulator bypass as com-
pared to the sewage entering the system.

3)  Access to regulator equipment needs improvement.
Certainly, in the design and construction of new regulators,
the following should be provided:  larger entrance openirigs
to chambers, larger work areas within chambers, and space
for the installation of lighting equipment within chambers.
Emphasis should also be given to using the latest available
construction materials which can best withstand the corrosive
environment found within regulator chambers.

4)  Initiation of training programs for regulator maintenance
personnel for the purpose of giving instruction and stressing
the importance of proper maintenance and operation of regu-
lators is needed.  Sufficient maintenance and safety equipment
and supplies should also be provided to all regulator mainte-
nance crews.

5)  Increased types of information should be kept on a current
basis for each regulator   This should include demographic and
hydraulic data as well as information concerning bypass flows

6)  In addition to establishing a scheduled maintenance
program for regulators and tide gates by trained field per-
sonnel, methods for minimizing the effects from combined

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 sewers on receiving  waters  need  to  be  developed.   In  this
 regard,  the following  are suggested:

 (a)  Consideration should be  given  to  the  installation  of  a
 monitoring system to signal to a central location  whether  a
 regulator or  tide gate is in  the open  or closed  position so
 that  non-essential bypassing  can be eliminated.

 (b)  Consideration should be  given  to  flushing sewers during
 dry weather periods  in order  to  eliminate  solids buildup that
 may occur.  Means of flushing, whether by  use of small  slugs
 of  potable  water  or  sewage  treatment plant effluent recircu-
 lated into  the  system,  need to be examined on a  case-by-case
 basis.

 (c)   Consideration should be  given  to  in-line sewage  storage
 and optimization  of  regulator settings to  enable as much of
 the first  flush as possible to flow to treatment plants before
 the combined  sewage  is  diverted  by  the regulators  directly to
 the receiving waters,

 (d)   Consideration should be  given  to  the  construction  of
 two dikes --  one  extending  from  Fort Wadsworth on  Staten
 Island and  one  from  Mortons Point on Coney Island  (see  Figure
 1).   The purpose  of  these dikes  would  be to divert the  flows
which come  through the  Narrows into the Lower Bay away  from
the beaches for a longer period  of  time, thus improving the
water quality at  the beaches  during and following wet weather
periods.

7)  A high  priority  should  be given to the pretreatment of
industrial  wastes to remove heavy metals and other harmful
constituents to the  maximum extent  possible.  This will not
only  reduce their detrimental effects  on treatment plants
but also prevent  them  from  being directly  discharged  into
receiving waterways  by  regulators which bypass during wet
weather conditions.

8)  Consideration should be given to the control of contam-
inants and  debris in street runoff  water-  This  should
include improved  street cleaning  operations as well as
source controls.

9)  The type of information developed  in this study of  ten
sewerage systems  is needed  for the  other areas of the Inter-
state Sanitation  District.   A similar study should be
extended to these areas as  soon as  possible so that a defini-
tive evaluation of the combined sewer overflow problem during
dry and wet weather periods can be"made.
                           6

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                        SECTION  III

                 ARRANGEMENT  OF  THE  REPORT

This report is arranged in the following manner:
Sections I and II are the Conclusions and Recommendations
of this study

Section IV is the Introduction and Literature Review which
contains the background information relating to the incep-
tion of this study and gives pertinent information obtained
from a survey of the literature.

Section V is a General Discussion.  It includes information
on safety equipment precautions, procedures followed during
regulator inspections, and some general comments on these
inspections

Sections VI through XV contain information on the ten drain-
age systems studied. Each section gives the specific re-
sults of the Interstate Sanitation Commission  inspections
of each regulator within the given drainage area including
the operability of the regulator and information pertaining
to the drainage area for each regulator   Each of'the ten
sections is arranged as follows:  First there is a brief
discussion of the system.  This is followed by a table con-
taining information describing each regulator   The data
is presented in tabular form in order to condense the in-
formation as much as possible.  Each table contains the
following information (when available):

      First page -  regulator number
                 -  location
                    manufacturer
                 -  type
                    drainage area
                    population data
                    land use data
                    trunk line mean dry
                    weather flow  (MDWF)
                    interceptor design capacity

Continuing page  -  regulator number
                    line size characteristics,
                    line size and materials of
                    construction of the interceptor
                    (upstream and downstream),
                    trunk, bypass, and outfall lines

-------
                      -  receiving waterway  —  of  outfall  line
                      -  inspection  data  --  findings  of  the
                        ISC  inspections  (the latest  informa-
                        tion on  the condition  of  the regulators
                        are  contained  in the Notes on the bottom
                        of the final table  sheet)
                      -  figure number  — directs  the reader to
                        the  figure  in  which that  regulator can
                        be found on a  map of the  area

 Following the  table  are figures (maps)  which  give the  loca-
 tion for  each  regulator, the drainage area boundaries,  the
 sizes and locations  of  interceptor lines,  the locations  of
 bypass and outfall lines, the locations of pump  stations, and
 the  treatment  plant.

 Following the  sections  on inspections and  detailed  information
 on each drainage area is Section XVI  which details  the Commis-
 sion's sampling and  analyses at two regulators within  the
 study area.  Additional  land use and  demographic character-
 istics of  drainage areas relating  to  these regulators are also
 presented.

 Appendices A,  B, C,  and  D,  respectively, are  a figure depicting
 a schematic diagram  of  a typical regulator, a glossary of terms
 used  in this report,  a  legend showing symbols used on the "key"
 and regulator maps,  and  a listing  of  terms used in Tables 18
 and 20.

 Following this section  (Section III)  is  Figure 1 -- a location
map showing the ten  drainage basins that were  studied in this
 report   This map is followed by Figures 2 through 8 which are
 "key maps" outlining figure  locations within the drainage areas
of the ten systems studied.   The "key maps" also indicate the
surrounding area of  each map in a  particular drainage basin.
                           8

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-------
                FIG.
                FOR
     N
                         2    KEY   MAP
                         FIGURE  LOCATIONS
                              FOR
                    BAYONNE,  JERSEY CITY,
                    HOBGKEN, W. NEW YORK
 SCALE IN MILES
  I    2   3
NEW
                         UPPER
                       NEW YORK
                         BAY
ELIZABET
                                  B ROOKLYN
                    11

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  NEW
JERSEY
   UPPER
 NEW YORK
   BAY
                           1  ~W ^Q
-------
           N
           SCALE IN  MILES
            I   2   3
                           _
 WEST  NEW YORK
    HOBOKEN
JERSEY
 CITY
                                 QUEENS
    UPPER
   NEW YORK
     BAY
FIG.  4    KEY   HAP
FOR  FIGURE LOCATIONS
FOR  MEWTOWN  CREEK
     (MANHATTAN)
                B ROOKLYN
                       15

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          N
     UPPER
  NEW  YORK
      BAY
 WEST  NEW YORK
   HOBOKEN
JERSEY
  CITY
                             FIG.  5    KEY   MAP
                             FOR  FIGURE LOCATIONS
                             FOR  NORTH    RIVER
BROOK LYN
                       17

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    NEW
  JERSEY
\  UPPER
     YORK
    BAY
                                      -1 I w   <*. ~N/^  I V j* l
   LOWER
   NEW YORK
   BAY
        SCALE IN MILES
         I    2  3
                     FIG. 6    KEY  MAP
                     FOR FIGURE LOCATIONS
                     FOR    OWLS   HEAD
                     AND     RED    HOOK
                        19

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         SCALE IN MILES
     01234
   NEW   JERSEY
                                          UPPER
                                         NEW YORK
                                            BAY
WOODBRIDGE
                                              LOWER
                                              NEW  YORK
                                                BAY
 SOUTH AMBOY
RA RITAN
   BAY
FIG. 7    KEY  MAP
FOR FIGURE LOCATIONS
FOR  PORT  RICHMOND
                                            ANDY
                                            HOOK
                                              BAY
                        21

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ROCKLAND
                          TARRYTOWN
                               SCALE IN MILES
                                I   2   3
N
                           FIG.  8    KEY  MAP
                           FOR FIGURE LOCATION
                           FOR        YONKERS
                          YONKERS
                    23

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                        SECTION IV

            INTRODUCTION AND LITERATURE REVIEW

A sizable portion of the sewer systems within the Interstate
Sanitation District are of the combined type and their
effluents represent a major water pollution problem.  As such,
a comprehensive understanding and evaluation of these systems
is a prerequisite to the achievement of water quality
standards for the combined sewer receiving waters in the
Interstate Sanitation District.

One of the recommendations of the Third Session Conference
on the Hudson River (1) was that the Interstate Sanitation
Commission undertake an examination of combined sewer over-
flows as the first stage in the development of a remedial
program for this area.  The Commission initiated its program
which was subsequently augmented by a grant from the United
States Environmental Protection Agency   The ten combined
sewer systems investigated in this study were:

      1.  Bayonne, New Jersey
      2.  Hoboken, New Jersey
      3.  Jersey City East Side, New Jersey
      4.  West New York Joint Outlet, New Jersey
      5.  Newtown Creek, New York
      6.  Owls Head, New York
      7   North River, New York
      8.  Port Richmond, New York
      9.  Red Hook, New York
     10.  Yonkers, New York

The report of this study includes findings, conclusions, and
recommendations, together with identification and examination
of regulators in these ten combined sewer systems.  The pro-
cedures employed included inspection and examination of the
combined sewer regulators to determine their locations, types,
dimensions, and conditions and a study of available records
concerning regulator hydraulic capacity as well as land use
data and population densities of the drainage areas served
by these regulators.

A sampling and analysis program was also conducted at two
regulators to establish characteristic flow curves, analyze
effluent species, and determine loadings for dry and wet
weather flows   Grab samples of regulator flows were obtained
at appropriate intervals   Composite samples, when required,
were formed by combining these samples.  All samples were
analyzed by laboratory methods as specified in "Standard
Methods of Water and Wastewater Analysis" (2) to determine
their respective concentrations   Effluent loadings could

                           25

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then be estimated by utilizing this data together with total
runoff data as calculated by the rational formula Q=CIA
where:

              Q = peak runoff
              C = runoff coefficient
              I = average rainfall intensity
              A = drainage area

Section XVI describes the details involved in applying the
rational method to this study

In  coordination with the preparation of this study, a  liter-
ature search was conducted to ascertain pertinent background
information.

A questionnaire study was conducted by the American Public
Works Association.  Their first report (3) was concerned with
the extent of the overflow problem and its effect on the
Nation's waterways.  Some of the findings in their report
were:

 (a)  A total of 10,025 regulators located at combined  sewer
overflow stations or other locations were used by the  641
jurisdictions surveyed.  The most common regulator type was
of  the weir construction or static.  The least common  was the
mechanical regulator,  i.e., hydraulic cylinder, manual or
automatic valves.

 (b)  The operational performance of all the regulators was
rated about equal.

 (c)  Dry weather overflows were reported by 96% of  the juris-
dictions.  Half of  these overflows were the result of  improper
regulator operation and half by insufficient sewer capacity

 (d)  Few of the jurisdictions surveyed monitored the quantity
or  quality of the combined sewer overflow.

In  1970, the American  Public Works Association issued a second
report (4)   This study was primarily concerned with the
design, operation, maintenance, and utilization of combined
sewer overflow regulators.  Several factors relative to  the
design and operation of regulators were found to be contrib-
utory to the pollution of receiving waters.  They are :

 (a)  Regulator malfunctions which allow overflows during  dry
weather flow periods
                            26

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(b)  Regulator malfunctions which allow overflow to continue
for periods considerably longer than that required to pro-
tect the treatment plant.

(c)  Tide gate malfunctions which fail to protect inter-
ceptor lines from the inflow or receiving waters.

This report also recommends improved regulator practices
to reduce pollution.  These include:
(a) Use of regulators which are sensitive to variations
in hydraulic flow

(b)  Improved operations and maintenance procedures to in-
crease efficiency and performance of existing regulators

(c)  Integration of individual regulators into a total system
so as to have complete management of the regulators, inter-
ceptors, pump stations, and treatment plants.

(d)  Use of instrumentation and remote control functions
for control of interceptor flows upstream of regulators.

Both of the APWA reports recognize that the proper opera-
tion of the overflow regulator is a key factor in insuring
the efficient operation of treatment plants and other con-
trol facilities

Automated data acquisition and remote control functions of
combined sewer systems have been reported in the literature.
The City of Cincinnati (5) uses telemetered monitoring to
detect regulator malfunctions and excess overflows.  A
visual display is utilized to locate the region of the over-
flows   The Minneapolis-St. Paul Sanitary District  (6) has
demonstrated reductions in combined sewer overlow pollution
by utilizing a rather sophisticated regulator control system.
The incidence of overflow was reduced by 88%.  The project
includes a computerized data acquisition and control system
that permits remote control of modified regulators  Based
upon rainfall and wastewater level measurements, storm
flows can be diverted to interceptors for temporary stor-
age.

The Cities of Detroit (7) and Seattle (8) have completed
projects similar to a system developed in Minneapolis-St
Paul (6)   They incorporate rain and sewer level sensors,
computerized data acquisition and remote control operation
of regulators and pump stations. The monitoring system
provides data on which regulators are slow, overloaded, or
                        27

-------
 blocked as well as permitting first  flush  interception,
 selective retention and overflow.

 The American Public Works  Association  has  also  published
 a manual of practice for combined  sewer  regulation and man-
 agement (9).   It provides  guidelines for designs,  application,
 instrumentation, operation,  and maintenance  of  static, semi-
 automatic and automatic regulators.  New concepts  in regu-
 lator design are also presented.   These  include: fluidic
 devices, swirl (vortex) regulator/separators, spiral (he-
 lical) flow regulator/separators,  stilling ponds,  high side
 spill weirs,  broadcrested  inflatable fabric  dams,  and over-
 all system remote positive control.

 A study (10)  of the management and control of combined sewer
 overlows presents various  techniques and systems to control
 these overflows.   These methods include  physical-chemical
 treatment of  overflows  (11,12), underwater storage (13),
 or storm standby tanks  (14)   Other advance  control systems
 include high-rate dual  media  filtration  (15. 16),  micro-
 straining (17),  and screening/dissolved  air  flotation (18)

 Additional  studies  (19,20, 21) have been performed relating
 urban storm runoff  and  the stormwater  infiltration problem.
 It  should be  noted  that  in these studies as  well as those
 mentioned previously, extrapolation of data  is  quite dif-
 ficult  due  to  differences  in  land  use, population,  and
 sewer  system  sizes.

 Preliminary pollution model studies of the New  York Harbor
 Area  performed by the U.S.  Corps of Engineers (22)  have
 shown that  two dikes -  one extending from  Fort  Wadsworth on
 Staten  Island and the other from Nortons Point  on  Coney
 Island  (See Figure  I) would tend to divert combined sewer
 overflow from the surrounding beaches as well as increasing
 the time before the overflow reached the beaches during  and
 following wet weather periods.  These studies have  shown
that additional effort  is warranted to optimize the loca-
tion,  size and orientation of these dikes.
                        28

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                        SECTION V

                    GENERAL DISCUSSION

The importance of safety cannot be overemphasized during
field operations.  Safety procedures and equipment must be
specified in any inspection work involving entrance to
regulator structures.

Safety Equipment:

The safety equipment utilized in the inspection and sampling
of regulators in the Hudson River Conference study area is
illustrated in Figure 9-A.  The following is a list of the
equipment used to permit safe inspection by crews within a
regulator facility

      1.  Oxygen Deficiency and Explosion Meter
      2.  Steel Tip Work Shoes and Rubber Boots
      3.  Explosion Proof Lights
      4.  Hard Hat
      5.  Rain Wear (rain garments and hip boots)
      6.  Rubber Gloves
      7   Safety Harness and Lines
      8.  Manhole Cover Hooks
      9.  Road Safety Cones
     10.  Barricades
     11.  Flashing Hazard Warning Lights

It is strongly recommended that maintenance personnel for the
purpose of inspection familiarize themselves with the proper
use, limitations, and maintenance of this equipment prior to
utilizing them in any inspection activities.

Regulator Inspection Procedure:

A typical inspection involves three major phases after
verifying the regulator location with the use of map coor-
dinates.  These three phases are as follows:

      Phase 1 - Regulator Site Safety Inspection
      Phase 2 - Inspection of Regulator Equipment
      Phase 3 - Reports and/or Correction of Malfunctions

Phase 1 involves the positioning of road safety cones and
hazard lights.  A traffic controller should be used when
manholes are located on roads.  The oxygen deficiency and
explosion meter is utilized to determine the air quality
within the chamber   Usually the probe is inserted into the
vent port on the manhole to take this measurement.  If con-
ditions are within prescribed safety requirements, the manhole

                            29

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 FIG.  9-A,   STANDARD PREPARATION AND SET-UP FOR REGULATOR INSPECTION
FIG. 9-B,  FIELD PERSONNEL ENTERING MANHOLE FOR REGULATOR INSPECTION
                               30

-------
cover is removed to allow for additional venting and to
permit entry of the crew.  Prior to entry into the regulator
chamber, the inspector should don the proper safety equipment.
A minimum of two men should remain on the surface, one fully
outfitted with a duplicate set of equipment in the event of
an emergency

Phase 2 consists of inspecting the regulator equipment,
verifying the proper operation of the regulator and associated
components, and checking the tide gate for proper seal
Visual inspections are also made of the chamber and of its
condition, i.e., quantities of debris, oil, grit, and grease.

Phase 3 consists of recording all pertinent observations
regarding nominal performance of the regulator and of any
improper conditions   Sufficient information should be
reported to permit repair crews  to correct failures or clean
regulators without additional utilization of the inspection
crew-

General Inspection Observations:
                               s
The performance of maintenance operations on regulator systems
was the most predominant problem reported by inspection crews.
Access to regulator chambers was generally difficult due to a
combination of bulky safety equipment (i.e., Scott Air Packs)
and small manhole entry points.  Ladder rungs proved to be too
narrow and most times provided inadequate footing for inspec-
tion crews   Lighting within the regulator chambers was poor
and made visual observations difficult   Since most of the
regulators were located beneath  heavily travelled streets,
inspections had to be scheduled  to minimize traffic inter-
ference .
                                                i
Bypass lines had small manholes which made access difficult.
As a result, tide gates were usually poorly maintained and
accumulation of wood and other debris was common.  (A coarse
bar screen at the exit of the outfall would probably limit the
entrance of this material into the bypass line.)  Chains used
to lift tide gates were missing  or usually severely damaged
due to corrosion and, as a result, proper seating of the tide
gate was difficult to check.  High tides occurring during
daylight working hours severely  limited the inspection crew
from maintaining the tide gates.

Float wells usually had large accumulations of grit and grease.
These deposits could not be cleaned easily because of the lack
of high pressure water lines to wash down the chamber

Regulators which were inspected  and maintained on a routine
basis by full-time regulator inspection crews provided more

                           31

-------
efficient flow control to the sewage treatment plant.

A regulator typical of those found in this survey is shown
in Figure 10-A.   Figure 10-B is somewhat typical of the
outfalls observed in this study
                           32

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FIG. 10-A,  HYDRAULICALLY OPERATED SLUICE GATE AT REGULATOR 6
            (CONTRACT 2), NICHOLAS AVENUE AND RICHMOND TERRACE,
            PORT RICHMOND, NEW YORK
 FIG.  10-B,  AN OUTFALL FOR ONE OF THE PORT RICHMOND, NEW YORK,
             REGULATORS
                            33

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                        SECTION VI

       BAYONNE SEWAGE TREATMENT PLANT DRAINAGE BASIN

                       BAYONNE, N.J

The sewage system for Bayonne consists of eighteen mechan-
ical float actuated regulators.  The float position for
these regulators is determined by the height of flow in the
upstream interceptor line.  Of the eighteen regulators with-
in this system, overflow from ten regulators bypass to New-
ark Bay, five bypass to the Kill Van Kull, and three bypass
to Upper New York Harbor

Sewage from the West Side interceptor line flows by gravity
to a pump station at East 23rd Street.  It is then pumped
eastward through a 30" 0 force main to a junction chamber
on the East Side interceptor line.  Storm water trunk lines
have been installed along Avenue E, from East 27th Street
south to East 8th Street.  This storm flow is then pumped
to the Kill Van Kull through a 300 MGD capacity pump sta-
tion.  A storm water pump station  (shown on Figure 11) lo-
cated at Garretson Avenue at the Kill Van Kull, acts to re-
lieve flooding conditions from its low level drainage basin

The maintenance personnel for the Bayonne sewage system con-
sist of sewage treatment plant workers used on a rotational
work assignment basis   Maintenance apparatus was somewhat
limited, i.e., pick-up trucks, and the lack of sufficient
equipment hindered inspection or maintenance-

During the Commission's inspections, nine of the system's
eighteen regulators were found to be inoperable.  A follow-
up telephone conversation with the plant superintendent
indicated that all regulators had been placed back into
operable condition since our field investigation.

Additional information relative to the regulators found in
this drainage area is shown in Table 1 and Figures 11
through 12.
                          35

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TABLE 1 - BAYOHHE TKEATMEHT PLAHT DRAINAGE BASIN




             BAYOHHE, NEW JERSEY
Regulator
Number
1
2
3
k
5
6
7
Location
E. 19th St.
and
Avenue F
E. 15th St.
East of
Avenue E
E. 30th St.
and
Avenue F
E. 34th St.
and
Avenue E
laghain Ave.
and E,
5th Street
Broadway &
Bart 1st St.
Avenue C 4
West 1st St.
Manufacturer
( Reference
number)
Brown & Brown
Ho. 5- A
Brown t Brown
Ho. 8
Brown & Brown
Ho. 1
Brown & Brown
Ho. 8-A
Brown & Brown
Ho. 8-B
Brown It Brown
Ho. 1
Brown & Brown
Bo. 3
Drainage
Area
Type ( Acres)
Hinged Gate with 65
Mechanical Float
System
21' x 32 5/8" 252
Hinged Gate with
Mechanical Float
System
12" x 12" Hinged 45
Oete with Mechani-
cal Float System
21" x 35 3/8" 215
Hinged Gate with
Mechanical Float
System
21" x 38 1/2" 219
Hinged Gate with
Mechanical Float
System
12" x 12" Hinged 44
Gate with Mechani-
cal Float System
12" x 18 3/4" 51
Hinged Gate with
Mechanical Float
System
Trunk
Line
Population- Percent Land Use fflWF
Residential Res. Com. Ind. Oth. (cfs)
1,000 30 5 45 20 H/A ~
8,700 80 15 05 H/A
2,400 80 5 5 10 H/A
11,600 90 5 o 5 K/A
10,000 4o 15 35 10 H/A
2,000 50 15 30 5 H/A
2,500 90 5 o 5 H/A
Interceptor
Design
Capacity
(cfs)
H/A
H/A
H/A
B/A
H/A
H/A
H/A

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                                                                         TABLE 1   (Continued)
       ReS"-       	LINE SIZE CHARACTERISTICS
       lator      	Interceptor Line        Trunk
       Number      Upstream     Downstream   Line
CO
o
                    66"  0
                    72"  0
                    5V 0
                    *2"  0
                    33"  0
                    3D"  0
                                             30" 0
72" 0      5V 0
5V 0      30" 0
1)8- 0      W" 0
                                  5V 0      60"  0
36" 0      2V 0
33" 0      2V 0
ST1CS INSPECTION DATA Figure Ho.
By-Pass
Line Outfall
1*2" 0 & 42" 0
30" 0
5V 0 5V 0
30" 0 30" 0
Tiro W" t 72" 0
60" 0 60" 0
2V 0 2V 0
2V 0 2V 0
Rece j v i ng
Waterway
Kill
Van
Kull
Kill
Van
Kull
Upper
lev Tork
Bay
Upper
Hev Tork
Bay
Kill
Van
Kull
Kill
Van
Kull
Kill
Van
Kull
Opcrabl e for
Date (Yes or No) Comments of
9-29-71 -- No access. An oil leak In vicinity
of regulator chamber has saturated
ground around chamber causing strong
fumes In manhole.
9-29-71 No Regulator gate Jammed open needs
complete maintenance. Tide gate
leaking -- needs cleaning.
9-29-71 No Regulator gate Jammed open, float
chamber clogged. Tide gate leaking.
9-29-71 Ho Float chamber clogged. Regulator
gate jammed in open position. Tide
gate, leaking.
9-29-71 Yes Veil maintained. Regulator gate and
float operable. Blight flow from
tide gate.
9-29-71 No Float burled in grit. Cannot move
regulator gate. Slight flow from
tide gate.
9-29-71 Ho Regulator gate froien Jn open
position.
Locatl on
Regulator
n
11
12
12
11
11
11

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                                                      TABLE 1   BATOBHE TREATMKRT PUUIT DRAINAGE BASTH   (Continued)

                                                                           BAYOHHB,  SEH JERSEY
00

Regulator
Number
8



9



10


11


12


13


14


15




Location
Avenue A
Horth of
V. 3rd St.

Avenue A
South of
V. 5th St.

Eftvardj
Court W.
of Ave. A
V. loth St.
Vest of
Avenue A
V. P?*"d St.
Vert of
Avenue A
V. 24th St.
Vest of
Avenue A
V. 25th St.
Vest of
Avenue A
V. 30th St.
Vest of
Avenue A
Manufacturer
(Reference
dumber)
Brovn & Brovn
Ho. 0


Brovn & Brovn
Ho. 1


BTOWJI & Brovn
Ho. 7-0

Bi'ovu & Brovn
So. 4-0

Brown tt ^town
Ho. 3

Brovn & Brovn
Ho. 4-0

Brovn & Brcwn
Ho. 3- A

Brovn & Brovn
Ho. 6-0

Drainage
Area
Type (Acres)
7 1/2" x 15 3/8" 36
Hinged Gate vith
Mechanical Float
System
12" x 12" 4l
Hinged Gate vith
Mechanical Float
System
5" x 6" Hinged Gate 3
vith Mechanical Float
System
7 1/2" x 7 3/4" Hinged 13
Gate vith Mechanical
Float System
12" x 18" 3/4" Hinged 77
Gate vith Mechanical
Float System
7 1/2" x 7 3/4" Hinged 13
Oate vith Mechanical
Float System
12" x 21" Hinged Gate 90
vith Mechanical Float
System
5" x 7 1/2" Hinged Gate 17
vith Mechanical Float
System
Line
Population- Percent Land Use MM?
Residential Res. Com. Ind. Oth. (cfs
1,000 5 0 90 5 H/A



1,OOO 4O 10 40 1O H/A



200 100 000 B/A


600 60 10 0 30 B/A


3,600 75 5 o so B/A


4oo 95 o o 5 B/A


3,000 60 10 0 30 H/A


1,000 100 000 B/A


                                                                                                                                          Trunk     Interceptor
                                                                                                                                                      Design
                                                                                                                                                     Capacity
                                                                                                                                                      (cfs)
                                                                                                                                                       •/A
                                                                                                                                                       •/A
                                                                                                                                                       •/A
                                                                                                                                                       •/A
                                                                                                                                                       M/A
                                                                                                                                                       >/*

-------
TABLE 1   (Continued)
Regu-
LIHE SIZE CHARACTERISTICS
lator Interceptor Line
Hunt>er Upstream
8 2V 0
9
10
11 12" 0
CA
12 18" 0
CA
13 W" 0
CA
A *Z" 0
RC
15 36" 0
RC
Downstream
30" 0
2V 0
12" 0
CA
18" 0
CA
2V 0
CA
]£» 0
CA
M" 0
CA
1(2" 0
RC
Trunk
Line
Two 18"
2V 0
12" 0
CI
2V 0
CI
36" 0
Steel
16" 0
36" 0
Steel
18" 0
CI
By-Pass
Line
0 2V 0
2V 0
12" 0
CI
2V 0
CI
36"0
Steal
16" 0
36" 0
Steal
18" 0
CI
Outfall
2V 0
2H" 0
12"0
CI
2V 0
CI
36"0
Steel
16" 0
36"0
Steel
18" 0
CI
Receiving
Waterway Date
Hevark 9-29-71
Bay
Rework 9-29-71
Bay
Rework 3-27-72
Bay
Hawrk 3-27-72
Bay
Rework 3-27-72
Bay
I«wart 3-27-72
Bay
Hevark 3-27-72
Bay
Hewark 3-27-72
Bay
INSPECTION DATA Figure Ho.
Operable for Location
(Yes or Ho) CoMents of Regulator
Ho Regulator gate frozen in open 11
position. Chain off regulator
pulley. Tide gate open slightly.
Ho Float covered with grit. Regu- 11
later gate not rewrahle.
No Access. 11
Yes — 11
Ye* — 11
Y«s — 12
Yes — 12
Ye» — 12

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                                           TABLE 1   BAIOHHE TREATMENT FLAHT BRAJSAGE BASIJ   (Continued)

                                                                BATOHIE,  NSW JERSEY


Regulator
Number
16



17


18





Location
Lincoln
Partway
Vest of
Avenue A
Hudson Blvd.
4 59th St.

E. 50th St.
East of
Avenue E

Manufacturer
( Reference
Number)
Brovn & Brovn
Mo. 6-A


If/A


Brovn & Brovn
Ho. 7-A




Type
16" i 30 7/8"
Hinged Gate vlth
Mechanical Float
System
Hinged Gate vlth
Mechanical Float
System
Hinged Qat« vlth
Mechanical Float
System
Trunk
Drainage Llne
Area Population- Percent Land Use MDWF
(Acres) Residential Res. Com. Ind. oth. ( cf si
lV7 6,000 70 0 0 30 H/A



109 ^,300 55 20 15 10 H/A


159 7,200 70 20 5 5 H.A


Interceptor
Design
Capacity
(cfs)
H/A



H/A


H/A


 NOTES FOB TABLE 1:
Regulator Data - taken from regulator detail sheets
                                                              supplied by personnel at the Bayonne Treatment Plant.
 Drainage Area Data - boundaries determined from City of Bayonne Existing Sever Line Hap (1962).  Acreage calculated from the layout of drainage
                     area boundaries.

 Population Data   based on 1970 Federal Census (Census Tract P-l) supplied by personnel at Bayonne City Engineer's Office.

 Land Use Data - estimated from City of Bayonne zoning Map (1969) .

Hydraulic Data   not available.

-------
                                                                 TABLE 1   (Continued)
Regu-
lator
Number
                           LINE SIZE CHARACTERISTICS
Interceptor Line
           Upstream
                        Downstream
                        Trunk
                        Line
          By-Pass
           Li ne
                       Receivi ng
                       Waterway
                      	     INSPECTION DATA
                         Operable
                       (Yes or No)  	
                                                                                    Figure  No.
                                                                                   for  Location
                                                                                   of Regulator
 16
             36"
             RC
             3fa"
             RC
36"
CI
36"
CI
36"
CI
Newark
B«y
            3-27-72
                                        Yes
                                                                                                                                                       12
 17
                           33" 0
                        36"
                        CE
           36"
           CB
            36"
            CB
                                                                        Newark      3-27-72
                                                                        Bay
                                                This . s a nev regulator, recently
                                                built.  It replaces Brown k Brovn regula-
                                                tor No. ^-A which vae at site and was
                                                removed because of new construction.
                                                Regulator gate vae closed. Dry veather
                                                flow by-passing.
 18
                          42"
                                     1(8"
                                                46" (D
                                                            46"
                                                                        Upper
                                                                        New York
                                                                        Bay
                                                                       9-29-71
                                                                                               float weighted down to keep regulator
                                                                                               gate in open position. Heeds greasing
                                                                                               and general Maintenance. Tide gate
                                                                                               Ja™ad open -- fixed by crew -while
                                                                                               at chaaber.
                                                                                                                                                      12
  NOTES KB  TAHT.T? 1  (COMJJTOED):

  Line Size  Characteristics -  taken from regulator  detail  sheets and City  of Bayonne Existing Sever Line Map.

  Inspection Iteta   according  to  telephone conversation of May 19, 1972 vith the Bayonne Treatment Plant Superintendent, all "regulators -which vere found
                    to  be inoperable during inspections have been put in good condition.

-------
        FOR
        PUMP STATION
                   jAOJOINING
   J^5i
lf*> .***
 <->"
ME'*1
    iO^'     pg-  11   ) k>-»v"'  S\ i,^?;:, 'J >.;₯%•-•'n*r.i--- ^'
      1      ?! r.l^s-'iN.^^r*^-]*?'^,..;-))^/,,?.^'--
  1<         ll^^K/ ,J^-l'i^^;s:"°
   \\i*$ ^-^"' "^ flj^//^^""""
-, Pter-IS'-ttV'   v,\ ,-ftlM V^"
-;"  i- r r *?   ,'' y-ft*6^ • ' • •
»<.  *»S\-^\?£^-*ii-^ -
                                                    ^
          SCALE IN FEET
     0     1000  2000  3000
                        FIG.  II  BAYONNE
                        HUDSON  CO. N. J.
                        DRAINAGE  BASIN
                               AND
                    REGULATOR     LOCATIONS
                                 43

-------
                            X
                             I
             FIG- 12  BAYONNE
             HUDSON  CO- N-J-
              DRAINAGE'  BASIN

                   AND
         REGULATOR  LQCAHONS
     IN FEET
     	  3000 NV'
                                                 *V
FOR  ADJOINING
                                           FK5-H  PAGE
                     45

-------
                      SECTION VII

      HOBOKEN SEWAGE TREATMENT PLANT DRAINAGE BASIN

                      HOBOKEN, N  J

The Hoboken sewage system consists of seven regulators with
two pump stations.  All regulators have a dual system of
mechanical float actuated hinged gates   The float posi-
tion is determined by the flow height in the trunk line
All regulators bypass to the Hudson River during overflow
conditions.

The regulators were designed with easy access, and all have
large hinged metal doors opening to a staircase with ample
head-room.  Electric lighting and high ceilings provide
satisfactory conditions in which to service and maintain
the equipment

The North pump station contains three electrically driven
centrifugal pumps, each having a capacity of 4500 gpm.
The South pump station contains three electrically driven
centrifugal pumps, each having a capacity of 6200 gpm.
This station has a 15" 0 emergency outfall.

Maintenance personnel for the Hoboken system consist  of
sewage treatment plant personnel.  Maintenance apparatus
includes a pick-up truck having limited equipment.  As a
result, maintenance and inspection procedures were hindered

Inspection of the Hoboken sewage system indicated all regu-
lators to be non-operable.  A follow-up telephone conversa-
tion with the plant superintendent indicated that repair
work is currently in operation on the north-end regulators.

Additional information relative to the regulators found in
this drainage area is shown in Table 2 and Figure 13.
                          47

-------
                                                             TABLE 2   HOBOKEH TREASMBHT FLAHT ISAIHAGg BASIK




                                                                            HOBOKBM,  HEW JJQ&K1
oo
Regulator
Dumber Location
1
2
3
*
5
6
7
Observer Highway
& Court Alley
River & Newark
Streets
River & Third
Streets
River t Fourth
Streets
Hudson & Eleventh
Streets
Hudson & Four-
teenth Streets
Fourteenth Street
North of Hudson
Street
Manufacturer
(Reference
HuHber)
Brovn te Brown
ITos. ll-A 8, 5-A
Brovn & Brown
BOB. k-0 t, 000
Brovn & Brovn
Nos. 140
Brovn & Brown
HOB. 00 4 00
Brovn & Brow
Hos. 1 & 0
Bxwii & 5rovn
HOB. 7-0 & 7-0
Brovn & Brovn
Hos. 5-A t 0
Drainage
Area
Type (Acres)
12" x 36 5/16" & 16" x 25 5/8" 12li
Hinged Gates with Independent
Mechanical Float Systems
7 1/2" x 7 3/V «• 7 1/2" x 9 3/H" 76
Hinged Gates vlth Independent
Mechanical Float Systeaa
12" x 12" t 7 1/2" x 15 3/8" 117
Hinged Gates vlth Independent
Mechanical Float SystasB
Two 7 1/2" x 12 3/8" Hinged 11H
Gatas vlth Independent Mechani-
cal Float Systems
12" x 12" & 7 1/2" x 15 3/8" 177
Hinged Gates vlth Indapenaent
Mschanical Float Systems
Two 5" x 6" Hinged Gates 21
with Independent Mechanical
Systems
Two 5" x 6" Hinged Gates (&
vita Independent Mechanical
Systems
Population-
Fesidential
N/A
H/A
H/A
H/A
H/A
I/A
H/A
Trunk
Line
Percent Land Use MDKF
Bes. Com. Ind. Oth. (cfa)
80 5 10 5 H/A~
85 5 5 5 «/A
80 5 10 5 H/A
80 5 5 10 H/A
50 5 to 5 H/A
60 5 30 5 H/A
0 0 75 25 H/A
Interceptor
Design
Capacity
(cfs)
H/A
H/A
H/A
H/A
H/A
H/A
H/A

-------
TABLE 2   (Continued)
lator
Number
1
2
3
4
5
6
7

Interceptor Line Trunk
Upstream Dovnstream Line
42" 0 96" x 48"
42" 0 4.5" 0 42" 0
45" 0 48" 0 72" 0
Brick
48" 0 48" 0 7'-0"T
4'-9"
36" 0 36" 0 36" 0 &
60" 0
30" 0 36" 0 30"x42"
Brick
30" 0 7'-0"x
4' -9"
By-Pass
Line
Two 48" 0
CI
42" 0
72" 0
Brick
4 '-9"*
T'-0"x
4' -9"
Brick
7'-0"x
4'-9"
Receiving
Outfall Watenray Date
Two 48" 0 Hudson River 9-30-71
CI
2'-6"x Hudson River 9-29-71
4'-o"
72" 0 Hudson River 9-29-71
Brick
61 -0"x Hudson River 9-29-71
4'-9"
Wood
7'-0"x Hudson River 9-29-71
4 '-9"
30"x42" Hudson Riv«r 9-29-71
Brick
7'-0"x Hudson River 9-29-71
4' -9"

Operable foi
(Yes or No) Conments of
Ho Regulator gate Jaoned open; floats
under 6" of grit and debris; chains
corroded.
Ho Float missing, fh*"!" broken, regu-
lator gate Jamed open. Tide gate
clogged.
Ho Regulator gate frozen open. Could
not operate float. Debris in tide
gate.
Ho Could not operate float. Weight For
float on vork bench. Regulator gate
frozen open.
Ho Regulator gate frozen open. Could
not operate.
Ho Regulator gate being held open vlth
rope. Both floats broken.
I?o Regulator gate frozen open. Grit and
debris in float chamber.
- Location
Regulator
13
13
13
13
13
13
13

-------
 Regulator
 Nuj&er
               Location
                                           TABLE 2 - HOBOKES SHBUSEBT FLAW ISAIKAGS BASIS   (Continued)

                                                             HOBOKES, HSW JZRSZI
                  Manufacturer
                   (Reference
                     Bumber)
                                                          Type
                                              Population-
                                              Hesidential
Percent L&nd Use
Res. COB. Ind. Oth.
                                                                                                                                            Interceptor
                                                                                                                                              Design
                                                                                                                                             Capacity
 South
 Station
Fifth &. River
Streets
Electrically Driven Centrifugal
Horth
Station
Eleventh & Hudson
Streets
Electrically Driven Centrifugal
 JTOBS  KB TABLE 2:

 Regulator Data   taken from regulator detail sheets (1957) supplied by personnel at the Boljoken Trsstatsnt Plant.

 Drainage  Area Data - boundaries determined from City of Hoocfcen Eadeting Sever Line Mape (195^).  Acreage calculated from the layout of draiaage
                     area boundaries.

 Population Data   not  available.

Land Use  lata -  estimated from City of Eoboken Land Use Map (1950) prepared for the City of Hobqken Housing Authority.

Hydraulic Data   not available.

-------
                                                                TABLE 2   (Continued)
Regu-
lator
Number
                         LIKE SIZE CHARACTERISTICS
           Interceptor Line
         Upstream
                      Downstream
                                   Trunk
                                   Line
By-Pass
 Line
                                                         Outfall
Receiving
Water-way
                                                                                   Date
                                                                                                     INSPECTION  DATA
  Operable
(Yes or Bo)
                                                                                                                      Comments
 Fi gure Wo.
for Location
of Regulator
South fuap —
Station
north Pump —
Station
Zk" $
Force Main
W" 0
Force Main
                                             15" $        15" $    Hudson River  9-3O-71         Yes      Three Piuopg with 6200 GEM Capacity   13
                                                                                                          Each.
                                                                                 9-30-71
                                                                                                   Tee      Three Pumps with U5OO GPM Capacity  13
                                                                                                            Bach.
HOTES FOB TABLE 2 (COHTHTOED):

Line Size Characteristics   taken from regulator detail sheets and City of Hoboken Existing Sewer Line Maps.

Inspection Data - according to telephone conversation of May 19,  1972 vlth the Hoboken Treatment Plant Superintendent, plant personnel have been working
                  on North End regulators since Inspection.

-------
              A
             /•'
            /-?
         ;'"n
                          HQ60KEN
                      SEWAGg TftEATMENt
X   /
,^;
                                                 NORTH
                                               PUMP STATION
                                                 SOUTH
                                              PUMP  STATION
    !/X
-  ,//'   J
4  /7_   9CAJ.E NF£ET
             2OOO 3000
                    FIG- 13  HOBOKEIi
                  ,  HUDSON CO- N-J-
                     DRAINAOE  BASIN
                          AMD
                REGULATOR LOCATIONS
                                                              x
                            53

-------
                      SECTION VIII

      JERSEY CITY EAST SIDE SEWAGE TREATMENT PLANT

           DRAINAGE BASIN, JERSEY CITY, N.J

The sewage system for the Jersey City, East Side drainage
basin consists of twenty-one mechanical float actuated
regulators.  The float position for these regulators is
determined by the height of flow in the upstream intercep-
tor line.  When overflow occurs, all regulators bypass to
the Hudson River

Regulator maintenance is performed by a five-man field
crew-  Their work assignments include servicing both the
East Side and West Side treatment plant regulators (there
are thirteen regulators in the West Side system)   Mainten-
ance equipment includes two trucks specially fitted for
such work, as well as other necessary tools and gear to
satisfactorily maintain the system.

Of the system's twenty-one regulators, eleven were found
to be operable, seven were non-operable, and three could
not be inspected since heavy equipment was not available
to remove the concrete slab over access manhole covers

A follow-up telephone conversation with the plant super-
intendent indicated that all regulators had been put in
operable condition since our field investigation.

Additional information regarding the regulators with this
drainage area is found in Table 3 and Figures 14 through 16
                          55

-------
Regulator
Nuaber
                                            TABLE 3   JERSEY CITI, EAST SIDE TREATMENT PLANT DRAIHAGE BASIN

                                                             JERSEY CITY, HEW JKRSEY
 Manufacturer
  (Reference
    Number)
                                                         Type
                                                                                         Population-
                                                                                         Residential
                                                      Percent Land Use
                                                      Ree. Com. Ind. Oth.
Trunk     Interceptor
Line        Design
KDWF       Capacity
(cfs)       (cfs)
  E-l
              Brovn Place
              East  of
              Princeton Ave.
 Brovn & Brown
     Ho. 7
                                                    16" x 34 1/lt"
                                                    Hinged Gate
                                                    vith Mechanical
                                                    Float System
                                                                             207
                                                             15,500         70   15   10     5       H/A
                                                                                                                                               H/A
             Foot of
             Richard Street
 Brown & Brovn
     Ho. 5-A
                                                    16"  x 2k"
                                                    Hinged Gate
                                                    vith Meohanical
                                                    Float Systea
                                                             16,000         55   15   15    15      H/A
                                                                                                                                               H/A
 B-3
             Foot of
             Phillip Street
             West of H. J.
             Tpk . overpass
 Brovn & Brown
     Ho. 5-A
16" x 2V
Hinged Gate
vith Mechanical
Float System
                                                                             317            I'S 100         60   15   20    5      H/A          H/A

                                                                             (Combined data for regulators E-3 and K-4)
             Foot of
             Phillip St.
             Hert of H. J.
             Tpk. Orel-pane
 Brovn & Brovn
     Ho. 1
                                                   12" x 12"
                                                   Hinged Gate
                                                   vith Mechanical
                                                   Float Systee
K-5
             Off Johnson St.
             Foot of Big
             Basin (Pine St.
             Regulator)
Brown & Brovn
    Ho. 2
                                                   12" x 15"
                                                   Hinged Gate
                                                   vith Mechanical
                                                   Float System
                                                                            203
                                                                             35    15   1»0   10     H/A
                                                                                                                                               H/A
S-6         Off Johnson St.   Brovn 4 Brovn        21" x U7 5/8"
            Foot of Big           Ho. 9-B          Hinged Gate
            Basin (Mill Creek                      vitii Mechanical
            Regulator)                             Float Systea
                                                                            153
                                                                                            1,600
                                                                            80     5     5   10      H/A
                                                                                                                                               H/A
E-7
            Washington St.
            South of
            Essex Street
Brovn & Brovn
    Ho. 7-0
                                                   5" x 6"
                                                   Hinged Gate
                                                   vith Mechanical
                                                   Float System
                                                                                              200
                                                                             30   10   60    0      H/A
                                                                                                                                               "/A

-------
                                                                      TABLE 3   (Continued)
Ul
Regu-
lator
Number
E-l
E-2
B-3
E-4
1-5

B-6
E-7
LINE SIZE
Interceptor Line
Upstream Downstream
42" $
RC
42 $ 54" 0
RC RC
54" 0
RC
66" (ft
RC
84" 0 84" 0
RC RC
(Data applies

36" 0 24" 0
RC RC
BR HUT BR UK
to 36" 0
BR INT
CHARACTERISTICS
Trunk
Line
60" 0
CB
48" 0 CI
& 36" 0
CI
96" 0
HI'KKI.
72" ^
COHC
18 '-0"
x7'-8"
STEEL
ARCH
By-Pass
Line
60" 0
CB
54" 0
CB
96" 0
STEEL
72" 0
COHC
18 '-0"
XT' -8"
STEEL
ARCH
to regulators E-5 t

48" i
36" OB

48" f.
36" OB
Outfall
60" 0
CB
54" 0
CB
96" 0
STEEL
72" 0
COHC
18 '-0"
x 7'-8"
STEEL
ARCH
E-6)

48" x
36" OB
Receiving
Waterway Date
Upper H.Y. 9-22-71
Bay
Upper H.Y. 9-7-71
Bay
Upper H.Y. 9-22-71
Upper H.Y. 9-22-71
Bay
Hudson 9-23-71
River

Hudson 9-23-71
River
Hudson 9-22-71
River
INSPECTION DATA
Operable
(Yes or No) Comments
Ho Regulator gate jaxned open.
Float chamber flooded and
filled uLth rocks k debris.
Ho access need heavy
equipment to remove concrete
alab over manhole cover.
Yes Opsnrable condition; however,
heavy accumulation of grit &
debris needs to be removed.
Yes Operable condition; however,
heavy aceuaulation of grit &
debris needs to be reserved.
Unable to Bake Judgenmt since
Crane necessary to lift cover
& see floats.

Unable to make judgement since
Crane necessary to lift cover
& see floats.
Yes Clean nnil veil maintained. Tide
gate open slightly.
Figure Ho.
for Location
of Regulator
14
14
15
15
15

15
15
•_W=-~

-------
TABLE 3 - JERSEY CITY,  EAST SICK PLAHT IKAIHAGZ BASH! (Continued)




                    JERSEY CITY, HEW JERSEY

Regulator
Hvniber Location
1-8 Kosex St.
East of
Hudson St.
B-9 Sussex St.
Bart of
Hudson St.

CO
00 E-10 Qrand St.
Wait of
Bulkhead

B-ll lork St.
Vert of
Bulkhead

1-12 Exchange FT.
Vest of
Bulkhead

B-13 Pearl St.
Bart of
Washington St.

S-lk Foot of Bey St.
& Perm R.R.


Manuf a crtur er
(Reference
Nusber)
Brovn t Brovn
No. 2
Brovn & Brcnm
Bo. 1



BFOVD. & Bxwii
Ho. b-0


Brovn & Brovn
Bo. 3


Brown & Brown
NO. 5


Brown & Brown
Ho. 5-0


Brovn & Brovn
Ho. 2


Drainage
Area
Type (Acres)
12" x 15"
Hinged Gate with 2o
Mechanical H.oat
System
12" x 12" 3
Hinged Gate vltt
Mechanical Float
Syrtes

7 1/2" x 7 3A" 550
BiBged Qete -vith
Mechanical Float
Systean
12" x 18 3/t" 233
Hinged Gate -Blth
Mechanical Float
System
16? x 21 5/8" 6
Hinged Gate with
Mechanical Float
System
5" x 9 l/^" 22
Hinged Gate vith
Mechanical Float
System
12" x 15" 5!*
Hinged Gate with
Mechanical Float
System
Line
Population- Percent L&nd Use MEHF
Residential Res. Com. Ind. Oth. (cfs)
1,000 10 5 75 10 B/A
100 5 5 90 0 H/A




31,000 80 5 10 5 H/A



8,J«» 55 15 15 15 H/A



0 0 70 0 30 »/A



0 10 5 25 60 B/A



2,800 0 30 30 to H/A



Design
Capacity
(cfs)
H/A
H/A




H/A



H/A



H/A



H/A



H/A




-------
TABLE 3   (Continued)
Regu-
lator
Number
1-8




1-9


B-10



B-ll


Z-12


1-13




1-14




LIKE SIZE CHARACTERISTICS
Interceptor
Line
Vpstream Dovnstreaa
36" 0
RC BR
1ST


36" 0
RC BR
1ST
36" 0
RC BR
1ST

30" 0
RC BR
HIT
„


24" 0
RC



72" 0
RC



24" 0
RC BR
1ST to
36"0 RC
BR 1ST
36" 0
RC BR
1ST
18" 0
RC BR IHT
To 36" 0
RC BR 1ST
36" 0
RC BR
HIT
30" 0
RC BR
1ST
24" 0
RC BR
IHT to
72" 0
RC
24" 0
RC BR
1ST to
72" 0
RC
Trunk
Line
36" 0
CB



30" x
20" OB

84"0
CB


36"
x 48"
OB
36"
x 48"
OB
30- ^

OB


30"
x 40"
OB


By-Pass
Line
36" 0
CB



30" x
20" OB

84"0
CB


36"
x48"
OB
36"
x 43"
OB
30- ^

OB


30"
x 40"
OB


Outfall
36" 0
CB



30" x
20" OB

84"0
CB


36"
x 48"
OB
36"
x 48"
OB
30-
x36"
OB


30"
x 40"
OB


Receivii
Watenra;
Budson
Biver



Hudson
River

Budson
River


Hudson
River

Hudson
River

Hudson
River



Hudson
River



                               IHSPBCTION DATA
                          Operable
                                                        Consents
                                                                               Figure Ho.
                                                                              for Location
                                                                              of Regulator
Hudson       9--23-71       Yes
             9-23-71
                                                 Clean and well maintained.
                                                 Tide gate open slightly.
                                                                                     15
                                                 Regular gate chain for pulley •       15
                                                 off track Baking gate inoperable.
                                                 Tide  gate open.
             9-24-71
                                   Ho
Budaon       9-23-71       Tei
        Hudcon       9-23-71       Te»
        Hud«a»       9-23-71       Bo
                     9-23-71
                                                 Float frozen in 4am petition
                                                 «.«.H»g regulator gate to isaslii
                                                 in open position.
                                                 flood condition,  clean and wll
                                                                                     1$
                                                 Only very aligat back flow from
                                                 tide gate.
                                                                                     15
                                                 Blockage in regulator gate.  IMde   15
                                                 cleaning of regulator gate and
                                                 float  chamber.
                                                Float Cbutber full of debri*. Tide  15
                                                gats lodged open alightly.

-------
TABLE 3 - JERSEY CITY,  EAST SIDE PLAKT DRAINAGE BASIN  (Continued)




                  JERSEY CITY,  HEW JERSEY
Regulator
Huaiber Location
B-15 Second &
Provost Streets
E-lb Foot of Birth
Street
B-17 Bight it
— . Provort Streets
0
B-18 Twelfth &
Henderson Streets
1-19 Boyle PI. Horth
of Holland
Tunnel exit
B-20 Boyle PI. Horth
of Holland
Tunnel exit
1-21 Boyle PI. Borth
of Holland
Tumjel exit
Manufacturer
(Reference
Hunter)
Brovn & Brown
Ho. 3
Brovn & Brovn
Ho. 00
Brown & RLXFUII
Ho. 8
£U.*uwtt & 93rown
Ho. 2
Brown & Brown
Ho. 6
Brovn & Brovn
Ho. 000
Brovn & Brovn
Ho. 5- A
Type
12" x 18 3/1T
Hinged Gate vlth
Mechanical Float
7 1/2" x 12 3/8"
Hinged Gate trith
Mechanical Float
Syrtam
21" : 32 5/8"
Hinged Gate vlth
Mechanical Float
System
12" x 15"
HlBge4 Gate with
Mechanical Float
System
16" x 27 1/2"
Hinged Gate vlth
Mechanical Float
System
7 1/2" x 9 3/V'
Hinged Gate vlth
Mechanical Float
System
16" x 2V1 5/8"
Hinged Gate vlth
Mechanical Float
System
Drainage Line
Area Population- Percent Land Use MDWF
(Acres) Residential Res. Com. Ind. Oth. (cfs)
88 6,600 55 to 0 5 "A
5H 1,600 60 20 15 5 H/A
93 lf,700 >
-------
                                            TABLE 3   (Continued)
Regu-
lator
Number Q
E-15
B-16
E-1T
B-18
B-19
E 20
E-21
NOUS FOR
Line Size
LINE SIZE CHARACTERISTICS
Interceptor Line
pstream Downstream
72" 0 72" 
RC RC
18" 0 HC
BS INT to
36" 0 HC
BK IBT
36" $ RC
BR IHT
60" 0 66" 0
RC RC
—
42" 0
RC
-
TABLE 3 (CORmnjED):
Trunk
Line
Il8" 0
CB
W" 0
CB
By-Pass
Line
U8" 0
CB
1(8" 0
CB
jvo 3'-o" it8" 0
X V-O'OB CB
3'-o"
4'-o"
5'-o"
SHSL
M" 0
RC
66" 0
I 96" jf
OB Hpt^!-
0 5'-0" 0
STEEL
3'-0" x
V'-O" OB
66" 0
Outfall
1(8" 0
CI
W" jS
CB
U8" (S
CB
96" 0
s'mnr.
5'-0"
STEEL
3'-0"
k'-O"
66" $
Receiving
Waterway
Hudson
River
Hudson
River
Hudson
River
Hudson
River
0 Hudson
River
x Hudson
CB River
Hudson
River

Characteristics - taken from regulator detail sheets and Jersey City
Inspection Data according to telephone conversation on May 19, 1972 vlth the
INSPECTION DATA
Operable
Date (Yes or No) Cowents
9-23-71 Bo Telltale pipe clogged. Debris
and grit holding float in down
position. Tide gate open slightly.
9-23-71 Yes Bar screens need cleaning. Tide
gate open slightly.
9-23 71 Yes Heeds cleaning. Tide gate jaiswd
open slightly.
9 23-71 Tea Reeds Cleaning.
9-23-71 Yes Heeds Cleaning.
9-23-71 Ho Regulates In open position at all
tiaes due to traab & grit clogging
float chaaber.
9-23-71 Yes Bar screen needs cleaning. Tide
gate closed.
Figure Ho.
for Location
of Regulator
15
16
16
16
16
16
16
Existing Sewer Plans.
Jersey City Treatment Plant Superintendent, all regulators Vhich vere
found to be Inoperable during inspection have been put In good condition.

-------
                                             TABLE 3   JERSEY CITY,  EAST SHE PLAHT IRAIHACE BASIN (Continued)

                                                               JERSEY CITY, NEW JERSEY


                                    Manufacturer                                Ural nage
     Regulator                       (Reference                                    Area         Population-      Percent Land Use
     Kuaber        Location            Muaber)        	Type	       (Acres)       Residential      Res.  Com.  Ind. oth.




       HOTSS FOR TABLE 3:

       Regulator Data - taken from regulator detail sheets (195^) supplied by personnel at the Jersey City Treatment  Plant.

       Drainage Area Data - boundaries determined from City of Jersey City Existing Sever Flans supplied by Chief Engineer, Jersey City.  Acreage calculated
                            from the layout of drainage area boundaries.

       Population Data - baaed on 1970 Federal Census data supplied by the Jersey City Division of Planning.

       Land Use Data   estimated from Existing Land Use Map in The City:  A Time for Change - A Report on Jersey City1 s CogprehensiTe Master Plan (1966) •

       Hydraulic Data   not available.
to

-------
                         PORTION OF  E3 8
                          DRAINAGE  BASIN
63

-------
ADJOINING   AREA  SEE
                            FIG-J6   PAGE
       DAINAGE   BASIN
          65

-------
(Jt/f
                                                 f *
               ^ FIG- 16   JERSEY  CITY  (EAST SIDE)
                         HUPSON  CO-   N-J-
                         DRAINAGE  BASIN  ^ „
                               AND     '  ^
                  ,   REGULATOR  LOCATIONS
                                  SEE  FI6- 15   PAGE
                            67

-------
                         SECTION IX

            WEST NEW YORK SEWAGE TREATMENT PLANT

            DRAINAGE BASIN, WEST NEW YORK, N. J.

The West New York combined sewage system is a gravity
flow type having no pump stations.  There is only one
regulator in the system.  This regulator is a diver-
sion chamber located on Hillside Road, east of Kennedy
Boulevard.  Sewage from West New York, the northern part
of Union City, and Weehawken Heights flows into this regu-
lator -

At the time of inspection, the chamber's bar screens, which
precede the influent line to the treatment plant, were
clean,  with no sewage bypassing over the stationary weir

Treatment plant personnel are used to maintain this regu-
lator,  on a regularly scheduled basis.

Additional information regarding the regulator within
this drainage area is found in Table 4 and Figure 17
                          69

-------
                                          TABLE  U   WEST NEW YORK TREATMENT PLANT DRAINAGE BASIN

                                                        WEST NEW YORK, NEW JERSEY


Regulator
ftuaber
1




Manuf a crtur er
(Reference
Location Ifember) Type
Hillside Road -- Bar screen over
East of John fixed orifice
P. Kennedy
Boulevard

Drainage
Area
(Acres)
738





Population -
Residential
H/A





Percent
Res. Ccn
50 20





Land Use
>. Ind. Otb.
20 10



Trunk
Line
MUF
(cfs)
N/A



Interceptor
Desigr.
Capacity
(cfs)
H/A



HOTES FOR TABLE  4:

Regulator Data - taken from detail  sheets In Interstate Sanitation Ctnimlssion files.

Drainage Ares Data - boundaries determined from (West Nev York) Plan Map of Drainage Area.  Acreage calculated fron the layout of the drainage
                     area boundaries.

Population Data    not available.

Land Use Data   estimated from Official Zoning Map - Tovn of West Nev York (1965).

Hydraulic Data - not available.

-------
                                                             Table k   (Continued)

lator
Number U
1
HOTES FOR

Interceptor Line Trunk By-Pass
pstream Downstream Line Line Outfall
RC RC RC RC
TABLE k (COOTIHUED):

Receiving
Waterway Date
Hudson 10-15-71
River

Operable for Location
(Yes or Ho) CoanentB of Regulator
lai Bar tenon clean; all flcnr to 17
plant — Ho flov to outfall.
Line Size Characteristics   taken from regulator detail  sheets.

-------
   //
           WEST NEW YORK
         SEWAGt  TREATMENT
              PLANT
 RG- 17  WEST  NEW  YORK
    HUDSON CO-  N-J-
    DRAINAGE BASIN
       '•:" AND
REGULATOR  LOCAtlONS
         73

-------
                        SECTION X

            NEWTOWN CREEK SEWAGE TREATMENT PLANT

                      DRAINAGE BASIN,

              BROOKLYN, MANHATTAN, QUEENS, N.Y

The Newtown Creek Treatment Plant services three drainage
areas:  Brooklyn, Manhattan, and Queens.  The Brooklyn
drainage area contains eighteen regulators — ten with
hydraulic float systems, two with mechanical float systems,
and six with manual operated sluice gates.  The Manhattan
drainage area contains forty regulators — all with hydraulic
float systems.  The Queens drainage area contains one regula-
tor and utilizes a hydraulic  float system for flow control.

Field inspections were made only on those regulators located
in Brooklyn and Queens.  The results of these inspections
showed that two of the nineteen regulators were inoperable.
In a follow-up telephone conversation with the Acting Chief
of the Division of Plant Operations for New York City, one
regulator has been repaired and repairs on the other are in
progress.

The Manhattan regulator chambers were not inspected since
they were purposely flooded to protect equipment while con-
struction proceeds on the Manhattan pump station.  This
pump station , which will be operational in the Spring of
1973. will pump sewage fron the Manhattan drainage area
under the East River to Newtown Creek Treatment Plant in
Brooklyn,  The regulator maintenance crews for the Newtown
Creek system consist of personnel from the New York City
Department of Public Works, Bureau of Sewers.  They utilize
a specially equipped truck to aid personnel in the inspec-
tion and the maintenance of the regulators.

Additional information regarding the regulators within this
drainage area is found in Tables 5-B, 5-Q, and 5-M and
Figures 18 through 26.
                          75

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TABLE 5 (B) - MWTOWN  CHKffi TREATMEHT PLANT IRAINAGE BASIN




                    BROOKLYN,  NEW YORK
Regulator
Number
B-l
B-l A
B-2
B-3
Z-k
B-5
B-5 A
B-6
Location
Johnson Avenue
East of Morgan
Avenue
Johnson Avenue
East of Mor^n
Avenue
Metropolitan &.
Onderdonk
Avenues
Taylor Street &
Kent Avenue
Kent Avenue &
Taylor Street
Kent Avenue &
Division Street
South 8th St. &
Kent Avenue
Kent Avenue &
South 5th St.
Type
TWO
It'-O" i 3'-0"
Sluice Gates vith
Hydraulic Float Systems
Diversion and
Tide Gate Chamber
12" x 12"
Sluice Gate vith
Hydraulic Float System
Diversion &
Tide Gate
Chambers
V-0" x 3'-o"
Sluice Gate with
Hydraulic Float System
V-0" x. 3'-0"
Sluice Gate with
Hydraulic Float System
12" x 12"
Sluice Gate vith
Hydraulic Float System
3'-0" x 2'-0"
Sluice Gate with
Hydraulic System
Drainage
Area Population Percent Land Use
(Acres) Residential Vorking Transient Res. COB. Ind. Oth.
3,1^3 N/A H/A N/A 80 0 15 5
(Combined Data for B-l & B-1A)
116 N/A N/A N/A 90 0 10 0
^9S N/A N/A N/A 65 0 25 10
(Combined Data for B-3 & B-4)
2,679 250,000 H/A H/A 75 0 15 10
273 N/A H/A N/A 30 0 70 0
273 55,000 H/A H/A 70 0 25 5
Trunk Interceptor
Line Design
fflSF Capacity
(cfs) (cfs)
N/A N/A

H/A H/A
N/A H/A

H/A H/A
H/A H/A
H/A H/A

-------
TABLE 5 (B) •  (Continued)
Regu-
LINE SIZE CHARACTERISTICS
lator Interceptor Line
Number Upstream
B-l



B-l A


B-2


B-3



B-4 6'-o" x
4 '-6"
BR INT
FROM
REG B-3
B-5 6'-0" 0



B-5 A 7'-0" x
6'-6"


B-6 T-o'' x
6'-6"


Downstream
6' -9" x
6--9"
BR INT To
90" 0
	


18" 0 VP
BR INT To
REG B-l
6'-0" x
4'-6"
BR INT To
REG B-4
6'-0" x
5'-0"



60"
BR INT To
T'-O" x
6' -6"
12" 0
BR INT To
7'-0" x
6'-6"
42" 0
BR INT TO
7 '-6" x
7'-6"
Trunk
Line




TWO
216"
RC
36" 0
RC

216" 0
RC


	




108" 0
BRICK


36" 0
VP


144" 0
BRICK


By-Pass
Line




TWO
216"
RC
36" 0
RC

216" 0
RC


	




108" 0
BRICK


36" 0
VP


144" 0
BRICK


Outfall




TWO
216"
RC
36" 0
RC

216" 0
RC


	




108" 0
BRICK


36" 0
VP


144" 0
BRICK


Receiving
Waterway




English
Kill

Newtovn
Creek

East
River


	




East
River


East
River


East
River


INSPECTION DATA Figure No.
Operable for Location
Date (Yes or No) Consents of Regulator
10-27-71 Yes 19



10-27-71 Yes 19


10-27-71 No Water supply valve to hydraulic 19
equipment out of order. Regulator
gate held open with stick.
IE



10-4-71 Yes No inflow through tide gates 18
visible.



10-4-71 Yes Good condition. Slight inflow 18
from two tide gates.


10-4-71 Yes Good condition. 18



10-4-71 Yes Visible accumulation of grease in 18
float chamber. Slight leak from
tide gates.


-------
TABLE 5 (B) - HEHTOWN CREH(  53JEA1MEST PLAHT IRAIHAGE BASIH (Continued)

                         BROOKLYN, HEW YORK
Regulator
Number Location
B-6 A East River t
Grand Street
B-7 Metropolitan
Avenue Be
East River
B-8 North 5th St. 4
Kent Avenue
B-9 North 12th St.
•. & Kent Avenue
00
B-10 Quay &
Vest Streets
B-ll Foot of
Greenpoint
Avenue
B-12 Huron &
Vest Streets
B-13 Green &
Vest Streets
Type
10" x 10"
Manual Operated
Sluice Gate
18" z 18"
Sluice Gate vlth
Hydraulic Float System
12" x 12"
Sluice Gate vlth
Hydraulic Float System
3'-£>" x 2'-0"
Sluice Gate vlth
Hydraulic Float System
7-1/2" x 15-3/8"
Hinged Gate vlth
Mechanical Float System
10" x 10"
Manually Operated
Sluice Gate
16" x 21-5/8"
Hinged Gate vlth
Mechanical Float System
10" x 10"
Manually Operated
Sluice Gate
Drainage
Area
(Acres)
1U9
132
62
880
62
25
1*77
15
                                      Population
                                                                 Percent Land Use
                 Acres)    Resi'te"tig  Working  Transient"     Re».   Com.   lad.   Oth.
                                 800
                              30,000
                               9,000
                               1,200
H/A       H/A
H/A       N/A
6,000      N/A       N/A
                              60,000      H/A
                              15,000      H/A
                                 800      H/A
          H/A
H/A       H/A
           N/A       H/A
          H/A
          H/A
                                                                20    0
                                                                            SO
                                                                30   35     30
                                                                 0-   0    100
                                 to    o     6b
                                                                20   20     60
                                                                 0    0    100
                                                                30    0     70
                                  0    0    100
                                                 H/A
                                                                                           H/A
                                                           H/A
                                                                                          H/A
                                                           H/A
                                                H/A
                                                                      Interceptor
                                                                        Design
                                                                       Capacity
                                                                        (cfs)

                                                                          H/A
                                                                          H/A
                                                               H/A
                                                               H/A
                                                                         H/A
                                                              H/A
                                                              H/A
                                                                         H/A

-------
TABLE 5 (B)   (Continued)
Regu-
lator
Number
B-6 A



B-7



B-8



B-9



B-10



B-ll


B-12


B 13



LINE SIZE CHARACTERISTICS
Interceptor
Upstream
7 '-6" x
7 '-6"


7 '-6" x
T-6"


T-6" x
7' -6"


7 '-6" „
7' -6"


B'-O" x
T-6"


36" 0


24" 0


24" 0



Line
Dovnstream
12" 0
BR INT To
7' -6" x
7 '-6" <*
24" 0
BR INT To
7' -6" x
T-6"
18" 0
BR INT To
7 '-6" x
7'-6"
B'-O" x
7'-6"


18" 0
BR INT To
B'-O" -
T-6"
12" 0
BR INT To
36" 0
30" 0
BR INT To
36" 0
12" 0
BR INT To
24" 0

Trunk
Line
12" 0



60" 0
BRICK


45" x
36" •-
BRICK

TWIN
11 '-2" x
B'-O"
RC
66' 0
RC


24" 0


84" 0
BRICK

30" x 24"
EGG
SHAPED
BRICK
By-Pass
Line
12" 0



60" 0
BRICK


45" x
36"
BRICK

TWIN
11 '-2" x
B'-O"
RC
66" 0
RC


2V 0


84" 0
BRICK

30" x 24"
EGG
SHAPED
BRICK

Outfall
12" 0



60" 0
BRICK


45" x
36"
BRICK

TWIN
11 '-2" ~
B'-O"
RC
66" 0
RC


24" 0


84" 0
BRICK

30" „ 24"
EGG
SHAPED
BRICK
Receiving
Waterway Date
East 10-4-71
River


East 10-4-71
River


East 10-4-71
River


East 10-4-71
River


East 10-5-71
River


East 10-5-71
River

East 10-5-71
River

East 10-5-71
River


INSPECTION DATA
Operable
(Yes or No) Consents
Yes Slight leak around tide gate
( not seated properly) .


Yes Slight leak around tide gate
(not seated properly).


Yes Gate blocked by heavy grease
accumulation — corrected by
crew.

Yes Slight flow from bottom seal
of all four tide gates.


Yes Some grit in float chamber.
Medium seepage from tide gate
bottom seal .

Yes Stoppage in line in diversion
chamber corrected by crev.

Yes One tide gate leaking
slightly.

Yes A 2 x 4 piece of wood stuck in
tide gate -- cleared by crew.
Slight leak from tide gate..

Figure No.
for Location
of Regulator
18



18



18



18



18



18


18


18




-------
        Regulator
        Number

          B-lU
                                          TABLE  5  (B)   NEWTOWN CREEK TREATMENT PLANT DRAHJAGE BASIN (Continued)

                                                                    BROOKLYN,  NEW YORK
              Location
                                         Type
             West &            10" x 10"
             Freeman Streets   Manually Operated
                               Sluice Gate
                                                          Drainage
                                                           Area     	--^		,—,_
                                                          (Acres)    Residential  WorkingTransient
                                                              31
                                                 Population
                                                                        1,300
                                                                                     N/A
                                                                N/A
  Percent Land Use
Res"!  COT.  lad.  Oth.
                                                                                                           30
                                                                                                                       70
Interceptor
  Design
 Capacity
  (cfs)


    N/A
             Dupont 4
             West Streets
10" X 10"
Manually Operated
Sluice Gate
                                                             19
                                                                          UOO
                                                      N/A       N/A
                                                                                                                       70    30
                                                                                                                                            N/A
                                           N/A
  B-l6
             Clay &
             Commercial
             Streets
10" x 10"
Manually Operated
Sluice Gate
                                          1,800
                                                                                            N/A       N/A
                                                                                                          20
                                                                                                                       80
                            N/A
    H/A
00
  B-17
             Oakland &
             Ash Streets
12" x 12"
Sluice Gate vith
Hydraulic Float System
                                                             25
                                                                        4,000
                                                                                            N/A       N/A
                                                                                                                      100
                            H/A
    H/A
 SOTE3 FOR TABLE 5 (B):

 Regulator Data - teien from regulator detail sheets (1966)  supplied by Hev York City Environmental Protection Administration, MvlBion of Water
                  Resources and Water Pollution Control.

 Drainage Area Data - boundaries determined from Existing Sever T.-ln«» Map of Brooklyn.  Acreage calculated from the layout of the drainage area
                      boundaries.

 Population Data -  from data supplied by Hev  York City Environmental Protection Administration,  Division of Water Resources and Water Pollution
                   Control  (for the  year 1970).

Land Use  Data    estimated  from Land Use Policy Maps in Plan for Hev York City,  A Proposal - 1969,  Volume 3-Brooklyn prepared by the Nev York City
                 piann-ing Commission.
Hydraulic Data - not available.

-------
                                                                 TABLE  i  (B)    (Continued)
C»
Regu-
LINE SIZE CHARACTERISTICS
lator Interceptor Line
Number Upstream
B-J.li 2V 0
D-15 2V 0
B-16 18" 0
B-17
NOTES FOR TABLE 5
Downstream
2V 0
12" 0
BR INT To
2V 0
12" 0 CI
BR INT To
2k" 0
18" 0
(B) (CONTINUED):
Line Size Qiaracteristics - taken
Inspection Data
Trunk
Line
By-Pass
Line
TWO 31" x 20"
12" 0 EGG
VP & SHAPED
18" 0 BRICK
12" 0 12" 0
12" 0 2V 0
&
18" 0
U2" 0 6' -3" x
& U'-6"
5'-0" x
V-6"
from regulator detail
according to telephone conversation on
Outfall
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No)
31" 20" East 10-5-71 Yes
EGG River
SHAPED
BRICK
12" 0 East 10-27-71
River
24" 0 East 10-27-71
River
6' -3" „ East 10-27-71 Yes
4 '-6" River
sheets and Existing Sever Line Map of Brooklyn.
June 2, 1972 -with Acting Chief of the Division of
Consents
Figure No.
for Location
of Regulator
Blockage in line to interceptor 18
-- cleared by crew.
Dry hole regulator has never 18
been used.
Temporarily no-access to manhole 18
(automobile parked over manhole).
Tide gate closed and in good
condition.
Tide gate open slightly at 18
bottom.
Plant Operations, New York Environmental
                          Protection Administration, Division of Water Resources and Water Pollution Control,  repairs are being made on regulator B-2.

-------
         Regulator
         Number
           Q-l
                      Rust Street  &
                      56th Drive
                                                         TABLE  5  (Q)    NEHTOWN CHEHC TREATMHJT PLA1TT ERAINAGE BASIN

                                                                             QUEENS, NEW YORK
                                                  Type
                               24"  n;  24" Sluice Gate
                               vith Hydraulic Float
                               System
Drainage
 Area	
(Acres)    Residential  Working  Transient
                                                                                Population
                                                                    2,5^*9
N/A
                          N/A
N/A
                                   Percent Land Use
                                 Res.  Com.   Ind.  Oth.
                                                                                                                   75   10
                                                                                                                              10
Interceptor
  Design
 Capacity
  (cfs)

    N/A
00
to
 HOTES FOR TABLE 5 (Q):

 Regulator Data - taken from regulator detail sheets  (1956)  supplied by Nev York City Environmental Protection Administration,  Division of Hater
                  Resources and Water Pollution Control.

 Drainage Area Data   boundaries determined from Existing Sever Line Map of Queens.  Acreage calculated from the layout of the  drainage area
                      boundaries.

 Population Data - not available.

Land Use Pata    estimated from Land  Use Policy Ifeps in Flan for Hev York City, A Proposal-19o9, Volume 5-Qtieens prepared by the Hev York City
                 Planning Cnmnrt ssion.

Hydraulic Data  -  not available.

-------
                                                                 TABLE 5 (Q)    (Continued)
      Regu-
      lator
      Hunber

        Q-i
LIRE SIZE CHARACTERISTICS
                                                                                                             IHSPECTIOB DATA
Interceptor Line
Upstream Downstream
3' -9" 0









Trunk
Line
TWO
8'-0" x
7'-0"
RC &
T-6" x
7'-0"
RC &
7'-0" x
5'-6"
RC
By-Pass
Line Outfall
TWO TWO
8'-0" x 8'-0" x
7'-0" 7'-0"







                                            Receiving
                                            Watervay

                                            Maspeth
                                            Creek
Date
            Operable
          (Yes or go)
 Figure Ifo.
for Location
of Regulator
                                                                                          10-27-71
                                                                                                        No
                        Regulator In open position due to
                        debris  & .grease in float chamber.
                                                              19
00
W
       HOTES FOR IABLE 5 (Q)  (COHTlmiED):

       Line Size Characteristics - taken from regulator detail sheets and Existing Sever Line Map of queens.

       Inspection Data - according to telephone  conversation on June 2, 1972 vlth Acting Chief of the Division of Plant Operations,  Hev York EOTlronaental
                         Protection Administration, Division of Water Resources and Water Pollution Control, regulator (J-l has been placed Into operable
                         condition.

-------
85

-------
    FIG, t9   hEWTOWN  CREEK
    BROOKLYN,   c NEW  YORK
    DRAINAGE /   BASIN    A^D
   ,, REGULATOR  ' LOCATIONS
FOR   ADJOINING   AREA
SEE    FIG
                                                PAGE
                      87

-------
                                            •V PAGE vt.V, 7/1

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ic=^j "•---•^^T,,%i-,^,JV\\«^"\t >-' ;>V l U J r- I^^AS^feW-;'-  '      '
   ^-;   ''^^
                       89

-------
'^^^••^ Hs^:^;..:.-/,	
'k:
          Jla^-^v,..
&
~^i
:;3.
                                                                             ^1
.  ^'.v=si »• ^N«>X> ^mm^/^LSS^^S^S^S^KS^^^S,^'^:__3 u--j;-3 %?fao"^, __, vni'-ij-q,-,(ic^'ia





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                                             t-«^4-j^:^  ri:^)  ^-j.^-1^   H_J
                                91

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THIS PAGE LEFT INTENTIONALLY BLANK

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                                                         TABLE 5 (M)  -  NEWTOWN CREHC  TREATMENT PLANT ERAINAOE BASIN

                                                                              NEW  YORK, SEW YORK
         Regulator
         Number       Location
                                                  Type
           K-l        West Street 4     2'-6" x I1-6"
                      ClarksDn Street   Sluice Gate vlth
                                        Hydraulic Float System
                            Drainage
                             Area     	
                            (Acres)    Residential  Working  Transient
                              450
                                                                                         Population
                                          53,200
            N/A       N/A
                                  Percent Land Use
                                Res.  Coa.  Ind.- Oth.
                                                                             70    10    15
                         TrurD-
                         Line
                         MDW
                        (efs)

                         23,83
Interceptor
  Design
 Capacity
  (cfs)

    N/A
                     West  street  4      30"  x 24"
                     Clarkson  Street    Sluice Oate with
                                        Hydraulic Float System
                                                                     246
                                          11,1(00       N/A       N/A
                                                                              0    TO    30
                                                                                                        8.82
                                                                                                                     N/A
          M-3        Vestry Street &   18" x 12"
                     West Street.       Sluice Gate with
                                       Hydraulic System
                               54
                                                                                   200
            H/A       H/A
                                                                                    0   100
                                                                                                        1.26
                                                                                                                     N/A
CO
          M-li
                     West Street &
                     Duane Street
2k" „ 18"
Sluice Gate vith
Hydraulic Float System
1,600       N/A       N/A
0    99     0     1       4.-00          H/A
          M-5
                     West Street &
                     Vesey Street
lit" x lit"
Sluice Gate with
Hydraulic Float System
  300       N/A       N/A
                                   0    99     0     1        2.20         H/A
          M-6
                     West Street &
                     Albany Street
12" x 12"
Sluice Date with
Hydraulic Float System
                                                                     16
  200       N/A       N/A
0   1OO     0     0       0.1*4        B/A
                     West Street Sc
                     Rector Street
18" x 12"
Sluice Gate with
Hydraulic F-oat System
                                                                     32
  600       N/A       N/A
0   100     0     0       1.35          N/A

-------
                                                                TABLE 5 (M)    (Continued)
CD
Ul
Regu-
lator
Dumber
M-l




M-2




M-3




M-4




M-5




LIHE SIZE CHARACTERISTICS
Interceptor Liae
Upstream Dovnstream
36" 0
PRCP BR
INT To
54" 0
FTRC
54" 0 36" 0
PRCP PRCP BR
INT To
66" 0
PRCP
66" 0 24" 0
RC BR
INT To
72" 0

72" 0 30" 0
PRCP BR
IHT To
78" 0

78" 0 24" 0
PRCP BR
INT To
78" 0

Trunk
Line
6'-3" -
12' 0"
FTRC


6'-0" X
16' -0"
FTRC


5'-0" x
3 '-6"
RT.T.TP
BRICK

4'-l 1/2"
x 8' -10"
RC


5'-0" x
5'-0"
FTRC


By-Pass
Line
6' -3" >
12' -0"
FTRC


6'-0" x
16 '-0"
FTRC


5'-0" x
3'-6"
ELLIP
BRICK

4'-l 1/2"
x 8 '-10"
RC


4'-o" 0
BRICK




Outfall
6'-3" :
12 '-0"
FTRC


6'-0" x
16' -0"
FTRC


5'-0" X
3' -6"
ELLIP
BRICK

V-l 1/2"
x 8 '-10"
RC


4'-0" 0
BRICK



Receiving
Watervay Date
Hudson 1-18-72
River



Hudson 1-18-72
River



Hudson 1-18-72
River



Hudson 1-18-72
River



Hudson 1-18-72
River



INSPECTION DATA Figure Ho.
Operable for Location
(Yes or Ho) Comments of Regulator
yes — 22




	 Chamber flooded for protection 23
of hydraulic equipment.
Regulator irtll be put into service
vhen Manhattan Pump Station is
completed.
— Chamber flooded for protection 23
of hydraulic equipment.
Regulator vlll be put into service
vhen Manhattan Pump Station is
completed.
	 Chamber flooded for protection 23
of hydraulic equipment.
Regulator will be put into service
vhen Manhattan Pujap station is
completed.
	 Chamber flooded for protection 23
of hydraulic equipment.
Regulator vill be put Into service
vhen Manhattan Pump Station is
coiopleted.
        M-6
        M-7
78" 0
             78" 0
                              78" 0
V-o" 0    4'-o"
BRICK      BRICK
5'-0"
6'-o"
RC
5'-0" X
6'-o"
RC
            4'-0" 0     Hudson     1-18-72
            BRICK       River
5'-0" x     Hudson     1-18-72
V-0"       River
FTRC
Chamber flooded for protection      23
of hydraulic •qulpnezxt-.
Regulator *nn be put Into service
vhen Manhattan Pump Station is
completed.

Chamber flooded for protection      23
of hydraulic equipment.
Regulator will be put into service
vhen Manhattan Pump Station is
completed.

-------
Regulator
Number       Location
                     West Street 4
                     Morris Street
                                                    TABLE 5 (M) - NEWTOWN CHEHC TREATMENT PLANT DRAINAGE BASIN  (Continued)

                                                                            HEW YORK,  NSW YORK

12" x 12"
Sluice Gate vlth
Hydraulic Float System
                                                                  Drainage
                                                                   Area     	
                                                                  (Acres)    ResidentialWorkingTransient
                                                 Population
                                                                    28
!*OO       N/A       N/A
                                  Percent Land Use
                                Ree.   Com.  Ind.  Oth.

                                  0     85    0
                                                                                                      Trunk
                                                                                                      Line
                                                                                                      MDUF
                                                                                                                                     15     1.25
                                                                    Interceptor
                                                                      Design
                                                                     Capacity
                                                                      (cfs)

                                                                        N/A
          M-9        West Street &     12" x 12"
                     Battery Place     Sluice Gate with
                                       Hydraulic float System
                             (Combined Data for Regulators M-8 & M-9)
          M-10       South &           2k" x 2lf"
                     Breed Streets     Sluice Gate vlth
                                       Hydraulic Float Syste
                             96
3,OOO     ll(5,lOO    96,800
                                                                                  99    0       1     9-912
                                                                                                                    N/A
CD
Ol
          M-ll       South St. i       18" x 12"
                     Coenties Slip     Sluice Gate vith
                     West              Hydraulic Float Syste
                                                                    20
                                            700      55,100    36,800       0    100    0
                                                                                                                                             3-620
                                                                          H/A
          M-12       South Street b    Tide Gate
                     Old Slip
                                                                    (Combined Data for Regulators M-ll &. M-12)
          M-13
                     South &
                     Fletcher
                     Streets
18" x 18"
Sluice Gate vith
Hydraulic Float System
                                                                    53
                                                                                   500      98,100    65,300       o    loo    o
                                                                                                       6.222
                                                                           N/A
          M-14
                     South &
                     John Streets
                                       Tide Gate
                             (Combined Data for Regulators M-13, H-lk, M-15 & M-l6)

-------
                                                                TABLE 5  (M)    (Continued)
to
Regu-
lator
Number
M-8




M-9




M-10




M-ll




M-12

M-13




M-llt

LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Downstream
78" 0 78" 0




78" 0 18" 0
HR INT To
78" 0


5-'0" x 30" 0
B'-O" HR INT To
5'-0" x
8--0"

5'-0" x 21" 0
8'-0" HR INT To
5'-0" ^
8'-0"

	 	

5'-0" x 27" 0
8'-0" PRCP BR
INT To
6'-o" x
8'-o"
	 —

Trunk
Line
V-0" 0
RC



5'-0" x
V-o"
FTK:


5'-0" x
7'-6"
FTRC


V-0" 0
BRICK



V-0" 0
BRICK
V-0" 0




V-0" 0
BRICK
By-Pass
Line
V-0" 0
RC



5'-o"
V-0"
me


5'-0"
7 '-6"
FTRC


4' -6" ^
3 '-8"
WOOD


V-0" 0
BRICK
V-0" 0




V-0" 0
BRICK

Outfall
V-0" 0
RC



5'-0" X
V-0"
FTRC


5'-0" X
7'-6"
FTRC


k' -6" X
3'-8"
WOOD


V-0" 0
BRICK
V-0" 0




V-0" 0
BRICK
Receiving
Waterway Date
Hudson —
River



Hudson —
River



East
River



East
River



East 	
River
East
River



East
River
INSPECTION DATA Figure No.
Operable for
(Yes or Ho) Comnents of
Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station is
completed.
— Chamber flooded (assumed) for
protection of hydrauli c equipment .
Regulator will be put into service
when Manhattan Pump Station is
completed.
— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station ie
completed.
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station is
completed .
	

	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station is
completed .
	

Location
Regulator
23




23




2k




2k






2k







-------
Regulator
Number       Location
                                                    TABLE  ; (M)   NEWTOW:: CREEK TREATMENT PLANT DRAINAGE BASIN (continued)

                                                                             NEW YORK, NEW YORK
                                                  Type
           M-IS       South 5:
                      Fulton Streets
                                        Tide Gate
                                             Drainage
                                              Area      	
                                             (Acres)    Residential  Working  Transient
                                                                                         Population
                                                                                                                   Percent Land Dee
                                             Rea.  Coa.   Ind.  Oth.

(Combined Data for Regulators  M-13, M-l4, M-15 & M-l6)
                                                                                  Interceptor
                                                                                    Design
                                                                                   Capacity
                                                                                    (cfs)
           M-16
                      South Street      Tide Gate
                      &  Peck Slit'
           M-17        South St.  4       2k"  x 12"
                      Robert F.Wagner,   Sluice Gate witi
                      Senior Place      Hydraulic  F_oat System
                                                            8,300
                                                                       33,5OO    22,3OO
                                                                                                                  35
                                                                                                                         60
                                                                                                                        k. 62k         N/A
CO
00
          M-lB
South St. &       Tide Gate Chamber
Catherine Slip
                                                                     (Combined Data for Regulators M-17  & M-18)
          M-19
                     Soutr.  St. Sc
                     Catherine Slip
                  2k" x 2k"
                  Sluice Gate vith
                  Hydraulic Float System
                                                                    166
                                                                                 31,100
                        26,300    17,600
                                                                                                                   20
                                                                                                                          65   15
                                                                                                                                                    B/A
          H-20
                     South St. &
                     Market Slip
                  18" x 12"
                  Sluice Gate with
                  Hydraulic Float System
                                                                                  9,900
                                                                                              4,200     2,8OO
                                                                                                                   60
                                                                                                                          35    0
                                                                         3.328          N/A
          M-21
                     South St. &
                     Jefferson St.
                  2k"  x 18"
                  Sluice Gate vith
                  Hydraulic Float System
                                                                   139
                                                                                 26,000
                         7,000     4,700      70     28
                                                                                                                                     8,ll82         B/A

-------
TABLE ;> (M)-(Continued)
Regu-
lator
Number
M-15


M-16

M-17





M-18


M-19




M-20




M-21



LIME SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstream
	


...

6'-0" x 2k" 0
8'-0" PROP BR
INT To
6'-0" x
8'-0"

—


6'-0" x 36" 0
8'-0" BR INT To
6'-0" c
d'-o"

7'-0" ^ 21" 0
8'-0" BR INT To
7'-0"
8'-o"

7'-0" x 30" 0
8'-0" BR INT To
7'-o" c
8'-o"
Trunk
Line
V-0" x
V-0"
FTRC
It'-O" 0
BRICK
6'-0"
SEMI -CIRC
FTRC &
V-0" X
V-0"
FTRC
5'-0" A
9'-0"
FTRC
V-6" x
V-0"
FTRC


It '-6" 0
BRICK



V-0"



By-Pass
LJ ne
It'-O" ^
it' -0"
FTRC
V-0" 0
BRICK
6'-0"
SEMI-CIRC
JTRC



5'-0" ^
9'-0"
FTRC
It '-6" ^
It'-O"
FTRC


I*1 -6" 0
BRICK



It'-O" 0
WOOD



Outfall
V-0"
V-0"
FTRC
V-0" 0
BRICK
6'-o"
SEMI-CIRC
FTRC



5'-0" x
9--0"
ITRC
A' -6" *.
V-0"
FTRC


V-6" 0
BRICK



V -0" 0
WOOD


Receiving
Waterway Date
FJast
River

East
River
East
River




East
River

East
River



East
River



FJast
River


INSPECTION DATA . Figure Nc.
Operable for Location
(Yes or No) Conmente of Regulator





	 Chamber flooded (assumed) for Zh
protection of hydraulic equipment.
Regulator will be put into service
vhen Manhattan Pump Station IE
completed.




Chamber flooded (assumed) for Zk
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station is
completed.
	 Chamber flooded (assumed) for alt-
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station ie
completed.
	 Chamber flooded (assumed) for 24
protection of hydraulic equipment.
Regulator vill be put into service =
vhen Manhattan Pump Station is
                                                  completed.

-------
        Regulator
        Number
                                                   TABLE 5 (M)   NEWTOHN CREEK TREATMENT PLANT DRAItyiGE BASIN (Continued)

                                                                           NEW YORK, NEW YORK
                     Location
                                                 Type
                     South St. &       Diversion &
                     Gouverneur Slip.  Tide Gate
                                      Chambers
                            Drainage
                             Area
                            (Acres)    Rp-s-i den-Mai  Working  Transient
                                                                    Lk
       Population
                                             N/A
           N/A
N/A
            Percent Land  Use
          HesTCom.  Ind.  Oth.

            80    20    C      0
                                                                                                                                            Line
                                                                                                                                            MDWF
                                                                                                                                            N/A
Interceptor
  Design
 Capacity
  (cfs)

    n/A
         M-23
                    South St. &.
                    Jackson St.
 Diversion 1
 Tide Gate
 Chambers
                                                                                 2,300       200       100
                                                                                                                  90     o    o     10
                                                                                                                                            N/A
                                                                                                                                                          N/A
O
o
         M-25
                    East River
                    Park   East of
                    Jackson Street
                    Bast River
                    Park &
                    Grand Street
 12"  x 12"
 Sluice Gate vith
 Hydraulic Float Syste
Diversion &
Tide Gate Chambers
                                                                    28
                                                                                 2,300       200       100
1,6OO       l-OO       1OO
                                                                            90      0     0     10      N/A
                                                                                   20    0      0      0.975
                                                                                                                                                           N/A
                                                     N/A
        M-26
                   East River
                   Park 4
                   Grand Street
18" x 18"
Sluice Gate vlth
Hydraulic Float System
                                                                   T5
                                                                               16,500     1,700      1,100
                                                                                                                        20    0      0
                                                            5.204
                                                     N/A
        M-27
                   East River
                   Park &
                   Broome Street
                                     Tide Gate
                             (Combined Data for M-26 S= M-27)
        M-28
                   Bast River
                   Park &
                   Delancey Street
                                     Tide Gate
                             (Combined Data for M-28 & M-29)

-------
                                                        TABLE 5 (M)-( Continued)
Regu-
lator
Number
M-22


M-23


LIKE SIZE CHARACTERISTICS
Interceptor Line
Upstream Downstream
15" 0 VP
BR INT

15" 0 VP
ER INT

Trunk
Line
TWO
V-o" 
BRICK
V-O" x
3'-o"
ELLIP i
By-Pass
Line
V-O" If:
BRICK

V-O"
3'-0"
KT.r.TP

Outfall
V-O" if*
BRICK

k'-O" *.
-y-o"
ELLIP
INSPECTION DATA Figure No.
Receiving Operable
Waterway Date (Yes or No)
East
River

East
River

for Location
Comments of Regulator
2k


2k


                                   15" 0 VP
          9--0" 0
M-25
M-26
M-27
M-28
9'-0" 0
21" $ PRCP
BR INT To
9'-0" 0
12" 0 VP
BR INT

2k" 
-------
TABLE -•  (:••'<    NEWTOWi, ."SEE.-;  TREATMENT PLANT DRAINAGE BASIN (Cimtinuea)

                          NEW  YORK, NEW YORK



o
to


Regulator
Number Locat.on
M-2" East River
ParK i
HI*'in,^tor. St.
M-3>-' East .Hiver
Slant. in Street
M-31 East Hirer
Varr. i
E h ...stun St.
M- 32 East River
ParK <•
East sra Ct .
M-3? East River
Part. -j.
East 6th St.
M- VU East River
Edit Jtn St.
TrunK Intereei'tur
Drainage Line Desigr.
Area Population Percent Land Use MEW Capacity
Type (Acres) Residential Working Transient ReB. Con. Ind. Oth. (cfs) Icfs)
Id" x iM" (Combined Qata for M-2O 85 0 b 10 1.2l6 N A
Sluice Gate w:tt!
Hydraulic Float System
R:vei         12"   i? '
i             Sluice .>ate vit-ii
1 Lin St.      liydraulj..  Fliiat Syeten.
                    If
                                  it, -tOO
                                               300
                                                          2t
                                                                      8-i
                                                                                                  1.341
                                                                                                                 N/A

-------
                                                                 TABLE 5 (M)-(Continued)
H1
O
CO
Regu-
lator
Number
M-29




M-30




M-3L


M 32




M-33




M-3fc




M-35


LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Downstream
42" 0 27" 0 &
BR INT US" 0
BR INTS


33" 0 27" 0
BR IDT PRCP
BR IDT To
42" 0
BR INT



33" 0
PRCP
BR INT


12" 0




12" 0 VP 15" 0 VP
BR INT BR INT To
18" 0 VP
BR INT

15" 0 VP
BR INT

Trunk
Line
5'-0" x
5'-0"
PRCP


5 '-6" x
5'-0"
FTBC


V -6" x
6'-0"
FTRC
6'-0" x
6'-6"
FTRC


5"-6" x
4'-o"
FTRC


5'-0" X
6' -6"
FTRC


5'-0" X
8'-9"
FTRC
By-Pass
Line
5'-0" x
5'-0"
PRCP


5 '-6" „
5'-0"
FTRC


k' -6" „
6--0"
FTRC
6'-0" X
6 '-6"
FTRC


5 --6" x
V-o"
FTRC


5'-0" x
6' -6"
FTRC


5'-0" X
8 '-9"
FTRC

Outfall
5'-0" x
5'-0"
PRCP


5 '-6" x
5--0"
FTRC


k'-6" x
6'-0"
FTRC
6'-0" x
6 --6"
FTRC


5 '-6" x
U'-O"
FTRC


5'-0" X
6' -6"
FTHC


5'-0" x
8'-9"
FTRC
Receiving
Waterway Date
Bast
River



East
Fiver



East
River

East
River



East
River



East
River



East
River

ISSPECTION DATA Pigure No.
Operable for Location
(Yes or Bo) Comnents of
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
vtien Manhattan Pump Station is
completed.
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station is
completed.
...


	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station is
completed.
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station is
completed.
— Chamber flooded (assumed) for
protection of Hydraulic equipment.
Regulator will be put into service
vhen Manhattan Pump station is
completed.
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
Regulator
25




25







25




25




25




25


                                                                                                                   -when Manhattan Pump Station is
                                                                                                                   completed.

-------
Regulator
Number
  M-36
                                          TABLE 5 (M)   NEWTOWK CHEEK TREATMENT ELAJJT DRAINAGE BASIR (Continued)

                                                                  HEW YORK,  NEW YORK
             Location
             East 14th St. tr
             Franii_in D.
             Roosevelt Drive
 36" ^  24"
 Sluice Gate vith
 Hydraulic Float System
                            Drainage
                             Area     	 Population	
                            (Acres)    ResidentialWorkingTransient
272
             73,70O    14.0OO
9,400
  Percent Land Use
ResTCoa.  Ind.oth.

  90    10    o      o
                                                                        17.5u
                                                                                   Interceptor
                                                                                     Design
                                                                                    Capacity
                                                                                     (cf°)

                                                                                       N A
  M-J7
             Marginal St.
             South of
             20th Street
 2'-0" A 2'-6"
 Sluice, Gate vith
 Hydraulic  Float System
                                                            229
             42,400    65,000    43,200
             4o    50
                                                                                                                                    21.421
                                          N/A
  M-38
             Marginal St.
             North of
             20th Street
12" x  30"
Sluice Gate vith
Hydraulic Float System
                                                             68
             10,400    39,800    26,600
             40    60    0      O      5.665
                                                                                       N/A
  M-39
             West of
             Franklin D.
             Roosevelt
             Drive 4 South
             of E.  25th St.
24" x 12"
Sluice Gate vith
Hydraulic Float System
                                                             67
             12,600    12,600     8,UOO
                                                                                                           50    50    C      0      4.678
                                                      H/A
  M-39 A
             Franklin D.
             Roosevelt
             Drive & South
             of E. 25th St.
Diversion &
Tide Gate Chambers
                                                            (Combined Data for M-39 & M-39A)
 M-4o
            Bellff/ue
            Hospital
            North of
            E. 25th St.
24" x 24"
Sluice Gate vith
Hydraulic Float System
                                                            150
                                                                         20,200   150,200   100,100
                                               70    30    0       0     15-555
                                                      N/A
 M-41
            Franklin D.
            Roosevelt
            Drive & East
            30th Street
12" x 12"
Sluice Gate vith
Hydraulic Float System
                                                             37
              4,9OO     4,200     2,8oo
                                              ico     oo      o      1.761
                                                      N/A

-------
                                                                 TABLE 5 (M)-(Continued)
o
Ui
Regu-
lator
Hunber
M-36




M-37




M-38




M-39




M-39 A



M-UO






M-l*l




LIKE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstream
108" 0 1(8" 0
BR INT To
108" 0


108" 0 1*2" 0
BR INI To
108" 0


108" 0 30" 0
BR IHT To
108" 0


2V 0
BR BIT To
148" 0
BR UtT

13" 0 VP
BR IHT To
REGULATOR
M-39
36" 0
BR INT To
1(8" 0
BR INT



96" 0 21' 0 VP
BR IWT To
1O2" 0


Trunk
Line
6'-0" x
9'-0"
FTRC 8e
12" 0 VP

TWO
6'-0" x
3'-0" RC


5'-0" „
V-0"
BRICK


W 0
BRICK 8c
18" 0 VP
BR IHT

5'-0" X
2'-V
FTRC

TWO
6 '-6" X
6'-0"
FTRC t
5'-0" x
V-0"
FTRC
V-0" x
2..V
FTRC Sc
18" 0 VP
BR INT
By-Pass
Line
6'-0" x
9--0"



6"-0" x
3'-0" &
6'-0" x
8'-0" RC

5'-o" x
V-0"
BRICK


1(8" .0
BRICK



5'-0" x
2'-V
FTRC

TWO
6 '-6" x
6'-0"
FTRC &
5'-0" X
V-0"
FTRC
V-0" X
gi.lt"
FTRC



Outfall
TWO
6'-0" x
9'-0"
FTRC

6'-0" I
3'-0" &
6'-0" x
8--0" RC

5'-0" X
V-0"
BRICK


1(6" 0
BRICK



1(8" 0
BRICK


TWO
6' -6" x
6'-0"
FTRC &
5'-0" X
V-0"
FTRC
V-0" X
2--V:,
FTRC


Receiving
Watermy Date
East 	
River



East
River



Bast
River



East
River



East
River


East
River





East
River



IHSFECTIOH DATA Figure Ho.
Operable for Location
(Yes or Ho) Consents of
— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vfaen Manhattan Punp Station ie
couplet ed.
— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
when Manhattan Pump Station ie
completed.
— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
vhen Manhattan Pump Station ie
completed.
— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put Into service
vhen Manhattan Pump Station is
completed.
—



	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station is
completed.


— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station is
completed.
Regulator
25




25




25




25




25



25






25





-------
                                           TABLE  5  (M;   .'."EWTOWN CREEK TREATMENT PLANT ERAIIiAGE BASIN (Continued)

                                                                  SEW YORK, NEW YORK
Regulator
Number
M-^I A
Location
Franklin D.
Roosevelt
Drive &
E. 25ta St.
Type
Diversion &
Tide Gate Chambers
                            Drainage
                             Area     __ _
                            ( Acres)    Resident ial  Horning  Trans ie
                                                                               Population
                                                                                                         Percent Land Use
                                                                                                        Res.   Com.   Ind.  Oth.
                                                                          Line
                                                                          MEW
                                                                         (cfs)
                                                          (Combined Data for M-4l 4 M-4iA)
                                                                      Interceptor
                                                                        Design
                                                                       Capacity
                                                                        (efs)
           East  33rd St.
           & First Avenue
 2V  i 13"
 Sluice Gste vith
 Hydraulic  Float System
                                                          150
             25,100    i»7,ooo    31,300
                                                                                                                                  10.00
                                                                                        B/A
           Franklic D.
           Roosevelt
           Drive i
           E. 36th St.
 3k"  x 12"
 Sluice  Gate vith
 Hydraulic Float System
                                                           55
              6,700
            1^,200   3,500
                                                                                                         85   15
                                                                          3-73
                                                                                        H/A
M-l»3 A
           Franklin D.
           Roosevelt
           Drive &
           E. 37th St.
Diversion &
Tide Gate Chambers
                              (Combined  Data for M-43, M-43A &  M-^3 B)
M-U3
           Franklin D.
           Roosevelt
           Drive 4
           E. 38th St.
Diversion &
Tide Gate Chambers
                                                          (Combined Data for M-^3, M-^SA & M-^3 B)
           E.  4lst St.
           East of
           First Avenue
30" x 24"
Sluice Gate with
Hydraulic Float System
159
26,200   228,300   152,200
                                               95
                                                                         16.00
                                                                                        N/A

-------
                                                               TABLE 5 (M)-( Continued)
O
-4
Regu-
lator
Nunber
M-41 A



M-42




M-43







M-43 A





M-43 B




M-44




LINE SIZE
Interceptor Line
Upstreatt Downstream
18" 0 VP
BR IBT TO
REGULATOR
M-41
96" 0 3'-o"
BR IHT



96" 0 24" 0 PRCP
BR IDT To
96" 0





24" 0
BR IBT




24" 0
BR IHT



84" 0 3' -6" x
V-6"
HR IHT To
90" 0

CHARACTERISTICS
Trunk
Line
V-0" 0
BRICK


TWO
6'-0" X
8'-0"
PTRC

3 '-6" X
S'-k"
By-Pass
Line
5 '-6" x
4'-o"
PTRC

TWO
6'-0" X
B'-O"
FTRC
96" 0
3' -6" i
2' -4"
EGG SHAPED EGG SHAPED
& 24" 0
PRCP
BR UK 8=
12" 0 VP
BR IHT
3' -6" I
2 '-4-
BRICK &
24" 0 BR
IHT FROM
H-43B
5'-0" 0
BRICK



8'-0" x
8--0"
PTRC







5'-6- x
2 '-8"
FTRC



5'-0" 0
BRICK



8'-0" x
8'-0"
FTRC



Outfall
5 '-6" 3
4'-0"
FTRC

TWO
6'-0" X
8'-0"
FTRC
96" 0
5 '-6" x
2'-8"
FTRC





5' -6" x
2 '-8"
FTRC



30" 0
BRICK &
5'-0" X
4'-0"
FTRC
T-Q" X
9'-0"
FTRC
-

Receiving
Uatervsy Date
East
River


East
River



East
Hiver






East
River




East
Hiver



East
River



INSPECTION DATA Figure No.
Operable for
(Yes or No) Conents of
	



— Chantoer flooded (assumed) for
protection of hydraulic equipment.
Regulator ylll be put into service
vhen Manhattan Pump Station is
CGonpleted.
	 Chaster flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
vhen Manhattan Pump Station is
completed.



	





	




• — Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
•uhen Manhattan Pump Station is
completed.
Location
Regulator
25



25




25







25





25




26





-------
TABU: 5 (M)   SEWTOWN CREHC TREATMENT PLANT DRAINAGE BASIN (continued)

                        HEW KIRK,  NEW YORK
Regulator
Number Location
M-45 FranU-in D.
Roosevelt
Drive i
E. 4lst St.
M-46 First Avenue
&. E. 46th St.
M-47 Franklin E.
Roosevelt
M Drive &
O E. 49th St.
00
M-46 E. 54th St.
St Sutton
Place South
M-48 A Franklin D.
Roosevelt
Drive &
E. 53rd St.
M-49 E. 57th St- &
Button
Place South
Type
12" i 12"
Sluice Gate vith
Hydraulic Float System
12'' ~ 12"
Sluice Gate vith
Hydraulic Float System
42" * 36"
Sluice Gate vith
Hydraulic Float System
12" x 18"
Sluice Gate vith
Hydraulic Float System
Diversion t
Tide Gate Chambers
12" x 12"
Sluice Gate vith
Hydraulic Float System
              Drainage
               Area     	Population	
              (Acres)    ResidentialWorkingTransient
                (Combined Data for M-44 &  M-45)
                471
                 26
                                700   24,900    16,600
                             35,300  113,500    75,700
                13
                              5,900
                               700
                              3,000
                                       2,600     1,700
                                          4oo
                                       1,200
                                                    300
                                                   aoo
  Percent Land Use
Res.  Com.  Ind.  Oth.
                                                                   100
                                                              30
                                                             100
                                                             100
                                                              90   10
                                                                                        2.GO
                                                                                       23.50
                                                                                        2.50
                                                                                         0.40
                                                                                         1.25
Interceptor
  Design
 Capacity
                                                                                                      K/A
                                          N/A
                                          N/A
                                                                                                       N/A
                                          H/A

-------
                                                                  TABLE  5  (M)-( Continued)
O
CD

lator
Number
M-lt5





M-lt6




M-lt7




M-l*8




M-48 A




M-l*9




1 • 1 11 r. .1 1 /.r. UOAnAOJ.£inJ.£>± J.t^O
Interceptor Line
Upstream Downstream
18" $
BR INT




84" 0 lit" 0 CI
DROP LINE
To 8V 0


72" 0 6'-0" «
5'-0"
BR INT To
8k" 0

72" 0 21" 0
BR INT To
72" 0


12" 0
BR INT To
REGULATOR
M-W

72" 0 15" 0
BR INT To
72" 0


Trunk
Line
V-0" *.
2 '-8"
FTRC 4
8" 0
FORCE
MAIN
6'-0" 0
BRICK
LINED


9'-0" x
8' -6"
BRICK


V-0" X
2' -8"
BRICK &
12" /0
BR INT
3' -6" x
2'-V EGG
SHAPED
BRICK &
12" 0
3'-6" x
2'-V
EGG
SHAPED
BRICK
By-Pass
Line
V-0" x
2' -8"
FTRC



6'-0" 0
BRICK
LINED


9'-0" X
8' -6"
BRICK


V-0" X
2 '-8"
BRICK


3 '-6" X
2' -V
EGG
SHAPED
BRICK
3 '-6" X
2--V
EGG
SHAPED
BRICK

Outfall
V-0" X
2' -8"
FTRC



6'-0" 0
BRICK
LINED


V-6" 0
WOOD



5'-0" x
V-0"
FTRC


V-0" X
2' -It"
FTRC


3' -6" x
2' -4"
EGG
SHAPED
BRICK
Receiving
Waterway Date
East
River




East
River



East
River



East
River



East
River



East
River



-LiiorE>w± 4vti UJUM rj-eu*c n^.
Operable for
(Yes or No) Cements of
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station is
con^ileted.

— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
when Manhattan Pump Station is
completed.
- - chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator Trill be put into service
when Manhattan Pump Station Is
completed.
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator will be put into service
when Manhattan Pump Station is
completed.





— Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
when Manhattan Pump Station is
completed.
Location
Regulator
26





26




26




26




26




26





-------
        Regulator
        Number
          M-50
                     Location
                     Franklin D.
                     Roosevelt
                     Drive &
                     E.  6lst St.
                                                   TABLE 5 (M)   NEWTOWU CKEHC TREATMENT PLAHT DRAINAGE BASIN (Continued)

                                                                           HEW YORK, NEW YORK
                                                                                        Population
                                                                                                                  Percent Laud Use
                                                 Type
                  24" x 36"
                  Sluice Gate vith
                  Hydraulic Float System
         Residential  Working  Transient

5UO          54,800    53,8OO   106,6OO
29.26
                                                                                                                                                      Interceptor
                                                                                                                                                        Design
                                                                                                                                                       Capacity
N/A
          M-51
                     Franklin D.
                     Roosevelt
                     Drive  8c
                     E.  70th  St.
                  12" x 12"
                  Sluice Gate vith
                  Hydraulic Float System
                                                                                 1,400
                                                                                                     l.OOO
                                                                         0.50
               N/A
          M-51  A
(-*
O
Franklin D.
Roosevelt
Drive &
E. 70th St.
                                      Diversion &
                                      Tide Gate Chambers
(Combined Data for M-51,  M-51A & M-51B)
         M-51 B
                    Franklin D.
                    Roosevelt
                    Drive &.
                    E. 70th St.
                  Diversion &
                  Tide Gate Chambers
         M-51 C
                    Franklin D.
                    Roosevelt
                    Drive &
                    E. 70th St.
                  Diversion &
                  Tide Gate chambers
                                                             1,000
                                                                                                                   ItO
                                                                                                                             60
                                                                         0.30
                N/A
        SDTES KB TABLE  5  (M):
        Regulator Data
     taken from regulator detail sheets (1959) supplied by Bev York City Environmental Protection Administration,  Division of Water
     Resources and Water Pollution Control.

-------
                                                         TABLE  5  (M)-(Continued)
Regu-
lator
Number
M-50





M-51




LIHE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstream
2V 0 3' -6" x
PHCP 6' -10"
FTRC
BR INT To
72" 0

2V 0
PRCP
BR INT To
72" 0

Trunk
Line
TWO
5'-0" X
6'-6"
FTRC &
15" 0 VP
HR INT
3'-6"
2'-V
EGG
SHAPED
BRICK &
By-Pass
Line
TWO
5'-0" x
to '-6"
FTRC


3'-6" x
2'-V
EGG
SHAPED
BRICK

Outfall
TWO
5'-0" X
6- -6"
FTRC


3' -6" x
2'-V
EGG
SHAPED
BRICK
Receiving
Waterway Date
East
River




East
River



IHSPECnOH MTA Figure Ho.
Operable for Location
(Yes or Do) Concents of
	 Chamber flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station la
completed.

	 Chanter flooded (assumed) for
protection of hydraulic equipment.
Regulator vill be put into service
vhen Manhattan Pump Station is
completed.
Regulator
26





26




                                   2V 0
                                   BR INT
M-51 A
2k" 0       30" 0 VP   30" 0 VP
HR inr TO      &
M-51        2k" 0 FRCP
            BR 1ST
            30" 0 VP
                                                                      East
                                                                      River
                                                                                                                                                 26
M-51 B
2V 0
BR INT To
M-51 A
                                    3'-0" x
                                    2'-0"
                                    BRICK &
                                    15" 0
                                    HR INT
3'-0"
2'-0"
BRICK
                                                           3'-0"  X
                                                           2'-0"
                                                           BRICK
M-51 C
15" 0
BR INT To
M-51 B
                                    2'-0'' *   2'-0" x
                                               3'-0"
                                               BRICK
            2'-0"
            3'-0"
            BRICK
                                                                      East
                                                                      River
                                                                                                                                                 26
                                    3'-0"
                                    BRICK Sc
                                    8"  SANIT.
                                    4 8" ACID
                                    & 10" STORM

NOTES FOR TABLE 5 (M) (CONTINUED):

Line Size Character!sties - taken from regulator detail sheets and Existing Sever Line Maps of Hew York.

-------
                                            TABLE 5 (M)   NEWTCWH CREffi TREATMENT PLAHT DRAINAGE BASIS (Continued)

                                                                     NEW YORK, NEW YOHK
Regulator
Number
             Location
                                                                                Population
                                                                     Residential  Working  Transient
  Percent Land Use
Rea.  Coa.  Ind.  oth.
Interceptor
  Design
 Capacity
  (cfs)
 TOTES FOR TABLE 5 (M) (COHTIHUBD) :

 Drainage Area Data - for regulators M-kl, M-W, H-WA, M-lt9, M-5O 4 M-51:  boundaries determined from Existing Sewer Line Map of New York City.
                      Acreage calculated from the layout of the drainage area boundaries.
                      for the remaining regulators:  taken from records supplied by Sew York City Environmental Protection Administration, Division
                      of Water Resources and Water Pollution Control.
 Population Data   from data supplied by Sent York City Environmental Protection Administration, Division of Water Resources
                   Control.
                                                                                                                                Water Pollution
 Land Use Date - estimated from Land Use Policy Maps in Plan for Sev York city, A Proposal - 1969, Volume It-Manhattan prepared by the Rev York  City
                 planning CooiaiBslon.

 Hydraulic Data - Trunk Line HD₯F Data:  supplied by Rev York City BnYlronmfirrtal Protection Administration, Division of Water Resources  and Water
                  Pollution Control.  For regulators M-l through M-9 nnfl M-37 through M-51, flovs are estimated for the year 2OOO.  For  regulators
                  M-10 through M-36, flovs are estlnated for the year 1970.
                  Interceptor Design Capacity Data:  not available.

-------

-------
FOR
                                          TUNNEL
FIG- 23  NEWTOWN  CREEK
NEW  YORK  CITY    N. Y.
DRAINAGE         BASIN
          AND
REGULATOR   LOCATIONS
                                                   K
                                                   O
               115

-------
FIG. 24  NEWTOWN  CREEK
NEW  YORK  CITY    N. Y.
DRAINAGE         BASIN
          AND
REGULATOR     LOCATIONS
      117

-------
 SEE   Fl«<£6, .FA6E.

DIV.
FIG- 25  NEWTOWN   CREEK
NEW   YORK   CITY    N. Y
DRAINAGE           BASIN

-------
                                                           :>UL__J •*• L_~J'> —Jll.
                                       '«!       •"   ,'"<'
              CZD  S;iZ3,/4,LU   ;LI3  :;C_3s  ::
              .-  §3,'*" Ir>r'   •'   '
              '  ^  If,  I— --in.1 f	
            ^;i	.	i«i  '<	'	~-J-C| >	»^  U	1-.
              ' 7n-J  -, .-       .V-v  ,4(--
                                      •7?     t%7   £OQ  1<>8
                                    i   J^  r~~  1  ^L	"ni*
                                    U~™~^ 'j.-:  L	»  o' U—™-™aadaa
w.421    B.42
                   121

-------
                        SECTION XI

            NORTH RIVER SEWAGE TREATMENT PLANT

              DRAINAGE BASIN, NEW YORK, N.Y

The drainage area contributory to the future North River
Sewage Treatment Plant (presently under construction) con-
tains sixty-one regulator structures.  Thirty-five consist
of sluice gates with hydraulic float systems, twenty are
simple diversion or tide gate chambers, four are manual
sluice gates with provisions for hydraulic systems.  These
regulators are in various stages of construction and as
such no field inspections were conducted in this drainage
area.

The North River Sewage Treatment Plant (operational 1979)
will receive influents from four interceptors (expected
completion 1974) and will treat approximately 220 million
gallons per day of waste.

Additional information regarding the regulators within
this drainage area is found in Table 6 and Figures 27
through 32.
                         123

-------
TABLE 6   NORTH RIVER TREATMENT PLANT DRAINAGE BASIN




                         NEW YORK, NEW YORK
Regulator
Number
N-l
N-2
N-3
N-4
N-5
N-6
N-7
Location
Harlem River
Dr. near
10th Ave.
Academy Street
& W. 2Ols± St.
W. 201st St.
& Harlem
River Dr.
W. 203rd St.
& Harlem River
Dr.
W. 2O5th St.
& Harlem River
Dr.
W. 206th St.
& Harlem River
Dr.
W. 207th St.
& Harlem River
Dr.
Type
12" 0 Manually
Operated
Sluice Gate
Tide Gate
30" x 24"
Sluice Gate With
Hydraulic Float
System
12" 0 Manually
Operated Sluice
Gate vith Provisions
for ^Future
Hydraulic System
12" 0 Manually
Operated Sluice
Gate with Provisions
for Future
Hydraulic System
12" 0 Manually
Operated Sluice
Gate
12" 0 Manually
Operated sluice
Gate
Drainage
Area Population
(Acres) Residential Working
44 1,OOO N/A
229 47,800 N/A
(Combined Data For Regulators

6 100 H/A
10 300 N/A
3 100 N/A
4 100 N/A
(Combined Data For Regulators

Transient
N/A
N/A
N-2 & N-3)

N/A
B/A
N/A
N/A
N-7 i N-8)
Trunk Interceptor
Line Design
Percent Land Use HDWF Capacity
Res. COB. Ind. Oth. (cfs) (cfs)
70 0 0 30 0.271 N/A
85 10 0 5 12.94 N/A

5 o 95 o 0.028 N/A
30 0 70 0 0.080 H/A
30 0 70 0 0.028 B/A
5 o 95 o 0.026 N/A

-------
TABLE 6 - (Continued)
Regu- LINE SIZE CHARACTERISTICS
lator Interceptor Line
Number Upstream Downstream
H-l -- 12" 0 BR
INT
N-2



N-3 -- 1*2" 0
BR 1ST
Ii-1* 1*2" 0 15" 0 VP
PHCP BR 1ST To
1*2" 0
H-» PRCP
to
Ul
N-5 1*2" 0 15" 0 VP
PRCP BR IBT To
1*2" 0
PRCP
H-6 1*2" 0 15" 0 VP
PRCP BR IBT To
1*2" 0
PBCP
N-7 1*2" 0 15" 0 VP
FRCP BR INT To
1*2" 0
PRCP
Trunk
Line
2V 0
CI
Two
6'-0"x
T'-O"
-FTRC
6'-0"x
V-0"
3'-6"x
2' -It"
BRICK



V-0" 0
BRICK


3--6-T
2'-V
BRICK

3'-6"x
2* -1*"
BRICK

By-Pass
Line
2V 0
CI
Two
6'-0"x
7'-o"
FTRC
6'-0"x
V-0"
3'-6"x
2'-V
BRICK



V-0" 0
BRICK


3' -6"x
2'-V
BRICK

3'-6"x
2' -1*"
BRICK


Outfall
V-0" 0
BRICK
Two
6'-0"x
7'-0"
FTRC
6'-0"x
V-0"
3'-6"x
2'-V
BRICK



V-0" 0
BRICK


3'-6"x
2'-V
BRICK

3'-6"x
21 -1*"
BRICK

INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Cements
Harlem — — Under Construction
Hiver
Harlem -- — Under Construction
River


Harlem — — Under Construction
River
Harlem — — Under Construction
River




Harlem -- -- Under Construction
River


Harlem — — Under Construction
River


Harlem — -- Under Construction
River


Figure No.
for Location
at Regulator
31





31

31





31



31 .



31




-------
                                             TABLE 6   NORTH RIVER TREATMENT PLANT ERAINAGE BASIN (Continued)

                                                                       HEW YORK,  NEW YORK
Regulator
Number
N-8
Location
W. 207th St.
4 Harlem
River Dr.
Drainage
Area Population
Type (Acres) Residential Working Transient
Diversion (Weir) & (See Regulator N-7 For Combined Data)
Tide Gate
Chambers
Percent Land Use
Res. Com. Ind. Oth.

                                                                                                                                           Trunk     Interceptor
                                                                                                                                           Line        Design
                                                                                                                                           MDWF       Capacity
                                                                                                                                                       (Cfs)
      N-9
 IND Subway          18" x 12"
 Yard,  South End     Sluice Gate
 of Inspection Shed  With Hydraulic
 (W. 209th St.)      Float System
88         6,800        N/A       N/A         30    10    60    0
(Combined Data For Regulators N-9 Through N-12)
                                                                                                                                            1.866
                                                                                                                                                       N/A
CT>
      K-10         mo  Subway         Diversion
                   Yard, East          Chamber
                   of Inspection Shed  (Drop Manhole)
                   (V. 211th St.)
      N-ll
                   IND Subway
                   Yard,  East of
                   Inspection Shed
                   (W.  211th St.)
                                       Tide Gate
      N-12
                   IND Subway
                   Yard,  North of
                   Inspection Shed
                   (W.  213th St.)
                    Diversion
                    (Drop Manhole)
                    & Tide Gate
                    Chambers
      N-13
                   W.  215th St.
                   Ss Harlem River
                   Dr.
                    Diversion
                    Chamber
             100        N/A       N/A
                                    0     0   100    0
                                                               0.026
N/A
      N-14
W. 216 th St.
& Harlem River
Dr.
                                       Diversion
                                       Chamber
73
3,1*00        N/A       N/A
                                               0    10    90    0
                                                                           0.920
N/A

-------
TABLE 6   (Continued)
Regu-
lator
Number
H-8
N-9
N-10
N-ll
N-ia
H-13
,-*
LINE SIZE CHARACTERISTICS
Interceptor
Upstream
2V 0
PROP
18" 0
VP
--
18" 0
VP
18" 0
VP
--
Line
Dovn stream
--
2V' 0
PRCP
21*" 0
VP
-
18" 0
VP
18" 0
VP
18" 0 VP
BR 1ST
Trunk
Line
3'-6" x
2'-U"
BRICK
3; -6;; x
BRICK
V-6" 0
BRICK
V-6" 0
BRICK
V-0" x
2' -8"
BRICK
3; -6;; .,
BRICK
5'-0" x
V-0"
BRICK
By-Pass
Line
3' -6" x
2--V
BRICK
3; -e;; >
BRICK
V -6" 0
BRICK
V -6" 0
BRICK
V-0" X
2' -8"
BRICK
3' -6" *
2 '-It"
BRICK
5'-0" x
V-0"
BRICK
Outfall
5'-0" x
2'-V
V -0" 0
BRICK
V-6" 0
BRICK
V -6" 0
BRICK
V-0" x
2' -8"
BRICK
3' -6" x
2'-V
BRICK
5'-0" x
V-o"
BRICK
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Coxments
Harlem — — Under Construction
River
Harlem -- -- Under Construction
River
Harlem -- — Under Construction
River
Harlem — -- Under Construction
River
Harlem — — Under Construction
River
Harlem — — Under Construction
River
Harlem — — Under Construction
River
Figure No.
for Location
ot Regulator
31
31
31

31
31
31

-------
                                                TABLE 6 - NOHTH RIVER TREATMENT PLANT DRAINAGE BASIN (Continued)




                                                                          NEW YORK, NEW YORK
10
Regulator
Number
H-15
H-16
N-16A
M-17
N-18
N-19
N-20
Location
W. 2l8th St.
It Indian Road
Dyckman St. &
Hudson River
Dyckman &
Henshav
Streets
«. 190th St.
& Riverside
Dr.
W. 172nd St.
& Fort Washington
Park
W. 15&th St
& Riverside
Dr.
W. 155th St.
& Riverside
Dr.
Type
12" x 12"
Sluice Gate
With Hydraulic
Float System
30" x Sk"
Sluice Gate
With Hydraulic
Float System
Tide Gate
& Diversion
-Chambers
12" $ Manually
Operated
Shear Gate
30" x 3V1
Sluice Gate
With Hydraulic
Float System
2k" x. 18"
Sluice Gate
With Hydraulic
Float System
12" x 12"
Sluice Gate
With Hydraulic
Float System
Drainage Line
Area Population Percent Land Use MDWF
(Acres) Residential Working Transient Res. Con. Ind. Oth. (cfs)
69 3,800 H/A N/A 15 5 0 80 1.029
k^k 1(0,100 N/A N/A U5 5 5 ^5 10.855
(Combined Data For Regulators N-l6 & N-16A)

26 800 H/A H/A 10 0 0 90 0.217
292 41,200 N/A N/A 70 0 0 30 12.7^7
117 31,300 N/A N/A 70 5 0 25 9-68U
86 11,600 N/A H/A 75 3 0 22 3.589
(Combined Data For Regulators N-20 Through H-21B)
Design
Capacity
(cfs)
N/A
N/A

N/A
N/A
N/A
N/A

-------
TABLE 6   (Continued)
Regu-
lator
Number
S-15




N-16




H-16A

H-17



S-18



K-19




N-20



LIKE SIZE CHARACTERISTICS
Interceptor Line
Upstream
6' -6" x
5'-o"



6' -6" x
5'-0"



	

6- -6' x
6 '-6"


6- -6' x
6'-o-


7'0" x
6'-6-



7'-0" x
6 --6"


Downstream
21" 0
vp BR HIT
To 6' -6" x
5'-o"
BRICK
llfl" 0
PRCP
BR IHT To
6- -6" :t
5'-0-
„

15" 0 VP
BR IHT To
6- -6" x
6' -6"
1*2" 0 PRCP
BR IHT To
6- -6" x
6'-0"
l'-9" x
6--0"
BR IHT To
7'-0" x
6- -6"
24" 0
HR IHT To
7'-0" x
6 --6"
Trunk
Line
Z'-k" x
k'-O"
FTRC


TWO
5'-0" x
7'-On
FTRC

3'-0" 0
BRICK
16" 0
CI


5'-0" x
5--0-
FTfiC

5'-0" x
5'-0"
FTBC


3' -6" x
2'-V
BRICK

By-fass
Line
2'-V x
V-0"
FTRC


TWO
5'-0" X
7'-0"
FTRC

3'-0" 0
BRICK
16" 0
CI


5'-0" X
5'-o"
FTRC

5'-0" x
5'-0"
FTRC


3' -6" X
2'-U"
BRICK


Outfall
2' -U" x
k'-O"
FTRC


THO
5'-0" x
7'-o"
FTRC

3'-0" 0
BRICK
16" 0
CI


5'-0" x
5'-0"
FTRC

U'-O" jii




3'-0" 0



INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Cements
Harlam -- -- Under Construction
River



Hudson — — Under Construction
River



Hudson — — Under Construction
River
Hudson — — Under Construction
River


Hudson -- — Under Construction
River


Hudson — — Under Construction
River



Hudson -- -- Under Construction
River


Figure No.
for Location
of Regulator
31




31




31

31



30



30


-'* \

30




-------
TABLE 6   NORTH RTVER TREATMENT PLAFT DRAINAGE BASIN  (Continued)




                          HEW YORK, NEV YORK



h-
CO
o



Regulator
Number Location
N-21 W. 152nd St.
& Riverside
Dr.
N-21 A W. 151st St.
8: Riverside
Dr.
N-21B W. 153rd St.
& Riverside
Dr.
N-22 W. 138th St
4 Twelth
Ave.
N-23 St. Clair
Place
N-21* W. 115th St.
8s Riverside
Dr.
N-25 W. 108th St.
8: Riverside
Dr.
Type
12" * 12"
Sluice Gat«
With Hydraulic
Float System
Diversion Chamber
(Weir)
Diversion Chamber
(Weir)
12" x 12"
Sluice Gate
With Hydraulic
Float System
Two 36" t 2>t"
Sluice Gates
With Independent
Hydraulic
Float Systems
12" x 18"
Sluice Gate
With Hydraulic
Float System
18" x 18"
Sluice Gate
With Hydraulic
Float System
Trur.t' Interceptor
Drainage Line Design
Area Population Percent Land Use MDVF Capacity
(Acres) Residential Working Transient Res. Con. Ind. Oth. (cfs) (cfs;
(See Regulator N-20 For Combined Data)


U5 7, 1400 N/A N/A 60 0 30 10 2.290 N/A
fiU 167,300 N/A N/A 60 0 25 15 51.763 N/A
100 13,800 N/A N/A 65 0 0 35 4.270 N/A
SO 22,600 K/A N/A 80 0 0 20 6-992 N/A

-------
                                                                        TABLE 6   (Continued)
CO
Regu-
lator
Number
N-21
N-21A
N-21B
N-22
N-23
N-24
N-25
LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Downstream
7'-0" x 15' 0
6' -6" BR INT To
T'-O" *.
6'-6"
-
--
16' -0" x 24" 0
16' -0" BR INT To
16' -0" x
16' -0"
l4'-6" x 4'-3"
14- -6" 7 '-6"
HR INT To
16' -0" x
16' -0"
l4'-6" x 30" 0
14' -6" BR INT To
14 '-6" x
14 --6"
14--0" x 36" 0
l4'-0" BR INT To
Trunk
Line
3'-0"
BRICK
31 -6" x
2' -4"
3' -6- x
2 '-4"
36" 0
BRICK
TWO
7'-0" X
8 --8"
FTRC
4'-0" x
3'-0"
BRICK
4'-0" 0
BRICK
By-Pass
Line
3'-0"
BRICK
3' -6" x
2'-4"
3' -6" x
2'-4"
36" 0
BRICK
TWO
7'-0" x
8' -8"
FTRC
4'-0" x
3'-o"
BRICK
\
4'-0" 0
BRICK
Outfall
3--0-
BRICK
3'-0" 0
3'-0" 0
36" 0
BRICK
TWO
7'-0" x
8' -8"
FTRC
4'-0" x
3'-0"
BRICK
4'-o" 0
BRICK
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or Bo) Cooments
Hudson -- -- Under Construction
River
Hudson -- -- Under Construction
River
Hudson — — Under Construction
River
Hudson -- -- Under Construction
River
Hudson — — Under Construction
River
Hudson — -- Under Construction
River
Hudson -- — Under Construction
River
Figure No.
for Location
of Regulator
30
30
30
30
30
29
29
                               l4'-6"  x
                               14'-6"

-------
TABLE 6   NORTH RIVER TREATMENT PLANT DRAINAGE BASIN (Continued)




                          NEW YORK, NEW YORK
Regulator
Number Location
N-26 V. 96th St.
SL Riverside Park
N-26A W. 96th St.
8e Riverside Park
N-27 W. 90th St.
& Riverside
j_i Dr.
CO
to
N-28 W. 8oth St.
& Riverside Park
N-29 W. 72nd St.
West of
Riverside Dr.
B-29A W. 66th St.
& Freedom Place
N-30 W. 59th St.
&. Twelfth Ave.
Type
Two 30" x 24"
Sluice Gates
With Independent
Hydraulic
Float Systems
Diversion &
Tide Gate Chambers
12" x 12"
Sluice Gate
With Hydraulic
Float System
36" x 1*2"
Sluice Gate
With Hydraulic
Float System
36" x 36"
Sluice Gate
With Hydraulic
Float System
2k" x 36"
Sluice Gate
With Hydraulic
Float System
12" x 18"
Sluice Gate
With Hydraulic
Float System
Drainage Line Design
Area Population Percent Land Use MDHF Capacity
(Acres) Residential Working Transient Res. COB. Ind. Oth. (cfs) (cfs)
56l 103,300 N/A N/A 75 0 0 25 31.961 N/A
(Combined Data For Regulators N-26 & N-26A)

27 3,6OO N/A N/A 20 0 0 80 1.11 1* N/A
klQ 93,100 N/A N/A 60 15 0 25 28.805 N/A
667 106,500 N/A N/A to 30 0 30 32.951 N/A
(Combined Data For Regulators N-29 & N-29A)

96 9,1*00 12,400 22,300 5 0 95 o i*.ool* N/A

-------
                                                                      TABLE 6   (Continued)
W
CO

later
Number
N-26

N-26A


N-27



N-26




N-29




N-29A



N-30



JjJ-JlJj Q_i. / -I". IsfUVUk'-' -LJM>.1.MA J.'-'iJ
Interceptor Line
Upstream Dovnstream
l4'-0" x lV-0" x
lU'-O" lV-0"
5V' 0 RC
BR INT To
N-26
lU'-O" x 18" 0
lV-0" BR INT To
l4'-O"
lU'-O"
11' -6" X 5'-0" x
11' -6" 5'-0"
BR INT To
lU'-O" X
ll4'-0"
n'-6" x 6'-o" x
11 '-6" 5'-o"
BR INT To
11' -6" x
11 '-6"
10' -6" x 60' 0
10' -6" BR INT To
11 '-6" x
11 '-6"
10' -6" x 30" 0
10 '-6" BR INT To
10 '-6" x
10' -6"
Trunk
Line


6'-0" :
10' -0"

3' -6" x
2'-8"
BRICK

6'-0" :
10 '-6"
7TRC


V-0" x
5'-0" &
7'-0" x
7'-0"
FTRC
5'-0" „
5'-6"
FTRC

5'-3" x
5' -3"
FTRC

By-Pass
Line


6'-0" ~
10' -0"

3' -6" x
2'-8"
BRICK

6'-0" :
10' -6"
FTRC


7'-0" X
7'-0"
FTRC


5'-0" X
5 '-6"
FTRC

5' -3"
5' -3"
FTRC


Outfall


6'-Q" :
10' -0"

3' -6" x
2 '-8"
BRICK

6'-0" X
10' -6"
FTRC


TWO
3'-0" ~
k'-O"


5'-0" x
5'-6"
FTRC

5' -3" x
5'-3"
FTRC

.LIIUJ uwj.xwn ISJVLM
Receiving Operable
Waterway Date (Yes or No) Comments
Under Construction

Hudson -- -- Under Construction
River

Hudson -- -- Under Construction
River


Hudson -- -- Under Construction
River



Hudson -- -- Under Construction
River



Hudson -- -- Under Construction
River


Hudson -- -- Under Construction
River


r J-VAL*. HW .
for Location
of Regulator
29

29


29



28




26




28



28




-------
                                          TABLE  6    ::ORTH RIVER TREATMENT  PLANT  DRAINAGE BASIN  (Continued)

                                                                   :3SJ YORK,  NEW YORK
Regulator
Number       Location
                                         type
H-31 V. 5&th St.
& Twelfth Ave.


N-32 W. 50th St.
S: Twelfth Ave.


N-33 W. 48th St.
4 Twelfth Ave.

K
W
£>•
N-34 w. 48th St.
& Twelfth Ave.
B-35 W. 47th St.
& Twelfth Ave.
N-36 H. 46th St.
& Twelfth Ave.


N-37 W. 46th St.
& Twelfth Ave.
N-38 W. 44th St.
b Twelfth Ave.


12" x 12"
Sluice Gate
With Hydraulic
Float System
12" x 12"
Sluice .Gate
With Hydraulic
Float System
Two 2' -6" x 3' -6"
Sluice Gates
With Independent
Hydraulic Float
Systems

Tide Gate

Tide Gate

12" x 12"
Sluice Gate
With Hydraulic
Float System
Tide Gate

12" x 12"
Sluice Gate
With Hydraulic
Float System
Drainage
 Area           -	
(Acres)    ResidentialWorkingTransient
                                                                                Population
  Percent Land Use
Res"!  COM.  IndT  Oth.
                                                            52         2,70O        10,100    12.1OO      25    C     70     5
                                                            33         2,100          3,500     7,700       0   10     85     5
                                                           571       100,500       378,300   252,200      15    60
                                                           (Combined Data For Regulators H-33 through H-35)
                                                            26         2,100         It, 700     4,300
                                                            (Combined Data For Regulators  N-36 & H-37)
                                                           20     5
                                                 0     0    100    0
                                                           19
                                                                         700         2,500     4,4oo       o    o    100    o
 Trunk     Interceptor
 Line        Design
 MDVF       Capacity
(gfs)        (cfs)
                                                                                                                                     1.569
                                                                                                                                      0.421
                                                                                      N/A
                                                                           0.982       N/A
                            54.502      K/A
                                                                            0.964      S/A
                                                                                                                                                 N/A

-------
TABLE 6   (Continued)
Regu- LIHE SIZE CHARACTERISTICS
lator Interceptor Line
Number Upstream Downstream
B-31 10' -6" x 18" 0
10' -6" BR 1ST To
10 '-6" x
10 '-6"
N-32 8' -6" x 10' -6" x
8' -6" 10' -6"

N-33 8'-6" x 8'-o" x
8' -6" 8'-o"
BR IfK To
10 '-6" x
io' -6"
CO
Ol H-3l»


B-35


N-36 8' -6" x 15" 0 VP
8' -6" BR IHT To
8' -6" „
8'-6"
N-37



N-38 8' -6" x 15" j*
8' -6" BR 1ST To
8' -6" x
8' -6"
Trunk
Line
V-6" x
6'-0"
FTRC

U'-O" x
V-0"
FTBC
U'-O" x
9'-0"
PTRC



U'-O" x
2'-8"
KTBC
It'-O" x
2'-8"
PTRC
It'-O" ^
BC


TWO
6' -6" x
8 '-6"
FTRC
U'-6" $
RC


By-Pasa
Line
U'-6" x
6--0"
FTBC

U'-O" x
It'-O"
FTRC
V-0" x
9'-0"
FTRC



U'-O" x
2 '-8"
FTRC
U'-o" ~
2' -8"
PTRC
V-0" 0
RC


TWO
6' -6" x
8 '-6"
FTRC
V-6" 0
RC



Outfall
3'-o" 0



TWO
U'-O" 3
v-o"
U'-O" x
2'-8"




U'-O" x
2 --8"
FTRC
U'-O" x
2' -8"
PTRC
U'-O" 
WOOD


TWO
6' -6" x
8' -6"
FTRC
V-6" 0
RC


INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) ConnentB
Hudson -- -- Under Construction
River


Hudson -- -- Under Construction
River

Hudson -- -- Under Construction
River




Hudson -- -- Undsr Construction
River

Hudson — -- Under Construction
River

Hudson -- — Under Construction
River


Hudson -- -- Under Construction
River


Hudson — -- Under Construction
River


Figure Ho.
for Location
of Regulator
28



28


28





28





28







28




-------
       Regulator
       Number       Location
                                                 TABLE 6 - :IORTH RIVER TREATMENT PLANT DRAINAGE BASIN (Continued)

                                                                           NEW YORK, NEW YORK
                                                Type
                         Drainage
                           Area
                         (Acres)
                                                                                       Population
                                                                                                                  Percent
                                                                                                                               use
         Residential  Working  Trans iegE"     Res.  Com.  Ind.  Oth.
                                                                                                                        TrLinh      Interceptor
                                                                                                                        Line         Design
                                                                                                                        MDWF        Capacity
                                                                                                                        (cfs)         (cfs)
       N-39
W. l*3rd St.
& Twelfth Ave.
                                        12" * 12"
                                        Sluice Gate
                                        With Hydraulic
                                        Float System
                           31         900          3,000     7,200       o     o
                           (Combined Data For Regulators N-39 Through N-41)
                                                                                                                             loo   o
                                                                                                                                              0.575
                                                                                     N/A
       N-to
                    W. l»2nd St.
                    & Twelfth Ave.
                    Diversion
                    (Weir) & Tide
                    Gate Chaoibers
       N-Ul
                    W. k2a& St.
                    4 Twelfth Ave.
                                        Tide Gate
CO
                    W. toth St.
                    & Twelfth Ave.
                    12" x 12"
                    Sluice Gate
                    With Hydraulic
                    Float System
                           23         too
                        1,000     5,too       o     o     100   o
0.295      N/A
       S-43
W. 36th St.
& Twelfth Ave.
5'-0" x 3"-0"
Sluice Gate
With Hydraulic
Float System
W       6,100         31*,600    11,200       o    10
(Combined Data For Regulators N-l*3 & N-14t)
                                                                                                                               90   0
3-753      N/A
       N-Wt
                    W. 33rd St.
                    & Twelfth Ave.
                                        Tide Gate
                    N.  3Oth St.
                    & Twelfth Ave.
                    Two 2k" x 30"
                    Sluice Gates
                    With Independent
                    Hydraulic Float
                    Systems
                                                                             U2,200       281*,000   189,300       5      55    to    0
                                                                                                     30.631      N/A

-------
                                                                     TABLE 6 - (Continued)
CO
Regu-
lator
RuBber
N-39



n-bo




N-Ul



B-U2



H-U3



11-1*4

B-U5






LIKE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstrean
8' -6" x 18" 0 VP
6* -6" HR nrr TO
8'-6" x
8- -6"





-



8 '-6" x 15" 0
8' -6" BR HIT To
8' -6- x
8 '-6"
8'-0" x 24" 0
8'-0" BR IHT To
8'-0" x
8'-0"


8'-0" x 6'-0" x
8'-O" 6'-0"
BR IHT To
8'-0" x
8'-0"


Trunk
Line
4'-0" x
2' -8-
BRICK

4' -6" x
9'-0"
SEMI-
CIRC
BRICK
TWO
2'-0" x
8'-0"
BRICK
5'-6" x
2'-8"
FTRC

4'-0" 0
BRICK


4' -6" x
4' -9"
V-O" 0
BRICK &
U'-O" $
CONC &
6'-0" i.
11 '-0"
FTRC
By-Pass
Line
V-0" x
2'-8"
BRICK

It' -6" x
9'-0"
sac-
CIRC
BRICK
TWO
2'-0" .
8--0"
BRICK
5'-6" x
2 '-8"
PTBC

It'-O" 0
BRICK


4' -6" x
V -9"
V-0" 0
BRICK &
V-0" (ZS
COBC &
6'-0" X
11 '-0"
FTRC

Outfall
U'-O" X
2' -8"
BRICK

It' -6" x
9'-0"
saa-
crac
BRICK
TWO
2'-0" x
8'-0"
BRICK
5'-6"x
2'-8-
FTRC

V-0" $
BRICK


V-6" x
V-9"
6'-o" x
11 '-0" &
U'-O" 0
BRICK



INSPECTION DATA
Receiving Operable
Waterway Date (Yes or Do) Cements
Hudson — -- Under Construction
River


Hudson -- — Under Construction
River



Hudson — -- Under Construction
River


Hudson -- -- Under Construction
River


Hudson -- — Under Construction
River


Hudson -- -- Under Construction
River
Hudson -- -- Under Construction
River





Figure Ho.
for Location
of Regulator
28



28








28



27





27







-------
TABLE 6 - HORTH RIVER TREATMENT PLANT DRAINAGE BASIN (Continued)




                      HW YORK, HBH TOBK
Regulator
Number Location
N-W> W. 26th St.
& Twelfth' Ave.
N-V| W. 23rd St.
& Tvelfth Ave.
N-48 W. 21st St.
& Eleventh Ave.
H*
to
00
N-49 W. 21st St.
4 Eleventh Ave.
N-50 W. 18th St.
& Eleventh Ave.
N-51 W. 17th St.
& Eleventh Ave.
N-52 H. l^th St.
& Eleventh Ave.
N-53 Bloomfield
& West Streets
Type
18" x 12"
Sluice Gate
With Hydraulic
Float System
2k" x. 12"
Sluice Gate
With Hydraulic
Float System
12" x 18"
Sluice Gate
With Hydraulic
Float System
Tide Gate
& Diversion
(Weir) Chambers
3'-0" x 2' -6"
Sluice Gate
With Hydraulic
Float System
18" x 2k"
Sluice Gate
With Hydraulic
Float System
Tide Gate
Tide Gate
& Diversion
Chamber
Drainage Line Design
Area Population Percent TjinH use MDWF Capacity
(Acres) Residential Working Transient Res. Com. Ind. Oth. (cfs) (els)
78 10,600 I3,too 18,200 60 10 20 10 !*.3i3 N/A
67 12,6OO 6,8OO 17,3OO 50 5O O 0 It. 6l6 H/A
66 11,500 4,600 15, 1»00 70 0 30 0 It .127 H/A
(Combined Data For Regulators N-WJ It V-kg)
166 10,600 126,000 84,ooo 10 50 Uo o 11.0U6 H/A
110 16,500 3^,200 25,700 10 ltd 50 0 7.286 N/A
(Combined Data For Regulatores N-51 & N-52)

26 1,800 6,700 6,100 :2 :' 8 90 0 1.009 N/A
(Combined Data For Regulators N-53 & W-5l|)

-------
TABLE 6   (Continued)
Regu-
lator
Number
N-U6
N-47
N-U8
I—1
CO
t£> N-U9
N-50
N-51
N 52
N-53
LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstream
7'-0" x 30" 0
7'-0" BR INT To
8'-0" j.
8'-0"
7'-0" x 30" 0
7'-0" BR INT To
7'-0" A
7'-0"
7'-0" X 30" 0
7'-0" BR INT To
7'-0" X
7'-0"
--
5 '-6" x 60" 0
5'-0" BR INT To
7'-0" x
7'-0"
30" 0 36" 0
BR INT To
5'-0" X
5'-0"
--
3O" 0 12" 0 VP
HR IWT To
30" 0
Trunk
Line
5 '-7" x
6'-3"
BRICK
5 '-6" x
6- -6"
V-0" 0
BRICK
6' -4" x
V-6"
FTRC
5 '-6" x
8'-0"
FTRC
V-6" 0
BRICK
V-0" X
6'-o"
V 0 CI
&
5" 0 CI
By-Pass
Line
5 '-7" x
6' -3"
HRICK
5' -6" x
6'-6"
V-0" 0
BRICK
6--V x
V-6"
FTRC
5' -6" x
8'-0"
FTRC
V-6" 0
BRICK
V-0" x
6'-0"
12" 0
VP
Outfall
5'-7" x
6' -3"
BRICK
V-0" 0
V-0" 0
BRICK
V-0" 0
5'-0" x
3 '-9" &
5'-0" x
V-6"
4' -6" 0
BRICK
V-0" X.
6'-0"
3' -6" x
' S'-k"
BRICK
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Cements
Hudson -- -- Under Construction
River
Hudson — — Under Construction
River
Hudson -- — Under Construction
River
Hudson -- — Under Construction
River
Hudson — -- Under Construction
River
Hudson -- -- Under Construction
River
Hudson — -- Under Construction
River
Hudson -- -- Under Construction
River
Figure Bo.
for Location
of Regulator
27
27
27
27
27
27

27

-------
 Regulator
 Number       Location
                                           TABLE 6   NORTH RIVER TREATMENT PLANT DRAINAGE BASIN (Continued)

                                                                 NEW YORK,  NEW YORK
                                          Type
        	Population	
        ResidentialWorkingTransient"
                                                                           Percent Land Use
                                                                         Res.  Con.  Ind.  Oth.
                                                                                                     Trunk     Interceptor
                                                                                                     Line        Design
                                                                                                     MDWF       Capacity
                                                                                                    (cfs)        (cfs)
 N-5^
               Gansevoort
               St.  & North
               River
12" x 12"
Sluice Gate
With Hydraulic
Float System
(See Regulator N-53 For Combined Data)
 N-55
               West &
               Jane Streets
18" x 12"
Sluice Gate
With Hydraulic
Float System
                                                             56
            7,500       10,700 13,000         50    5       45    o        3.117         N/A
 N-56
               West &
               Bank Streets
12" x 12"
Sluice Gate
With Hydraulic
Float System
                             19
            2,100        3,700   U,to)        70  10      20    0       0.917        N/A
NOTES FOR TABLE 6:

Regulator Data   taken from regulator detail sheets (1965) supplied by Nev York City Environmental Protection Administration, Division of Water
                 Resources ""^ Water Pollution Control.

Drainage Area Data - for regulators N-l, N-18, N-32 8s N-38 through N-42: boundaries determined from Existing Sever Line Maps of Nev York City.
                     Acreage calculated from the layout of the drainage area boundaries.
                     for the remaining regulators: taken from records supplied by Nev York City Environmental Protection Administration, Division
                     of Water Resources and Water Pollution Control.

Population Data   from data supplied by Nev York City Environmental Protection Administration, Division of Water Resources and Water Pollution
                  Control (for the year 2000).

Land Use Data - estimated from T-°nd Use Policy Maps in Plan for Nev York City, A Proposal-1969, Volume It-Manhattan prepared by the Nev York City
                Planning Commission.

Hydraulic Data - taken from data supplied by Nev York City Environmental Protection Administration, Division of Water Resources «nd Water Pollution
                 Control (projected for the year 2000).

-------
                                                              TABLE 6   (Continued)
Regu-
lator
Number
N-54
N-55
N-56
ROTES FOR
LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Downstream
30" 0 18" 0
BR INT To
30" $
30" 0 2k" 0
BR IDT To
30" 0
18" 0
HR INT To
18" 0
TABLE 6 (COHTINUEIl):
Trunk
Line
V-0" x
2'-8"
BRICK
V-0" x
3' -8"
PTRC
V-0- x
31 -8"

By-Pass
Line
V-0" x
2' -8"
BRICK
V-0" x
3'-8"
FTRC
V-0" x
3'-8"

INSPECTION DATA
Receiving Operable
Outfall Watervsy Date (Yes or No) Comments
V-0" 0 Hudson -- -- Under Construction
BRICK River
V-0" 0 Hudson -- -- Under Construction
River
V-0" 0 Hudson -- -- Under Construction
River

Figure No.
for Location
of Regulator
27
27
27

Line Size Characteristics   taken from regulator detail sheets and Existing Sewer Line Maps of Hew York City.

-------

RA~J- TUNNEi-S        |
          Port AijUioriK-r*'
       VV. 30 St. Hfi
                       FIG.  27      NORTH
                       NEW   YORK  CITY
                       DRAINAGE    BASIN
                       REGULATOR
                                143

-------
dson Rive
                                    145

-------
FOR
DIV.
                                       ~-* U U  f
                                        FIG. 3Q    .PAGE
                                                 r    t
                                                 ALE IN FEET
                                                       2000  >  300O
                       FIG/  29'    NORTH  'RIVER

                       NEW   YORK   CITY    M, Y.

                       DRAINAGE     BASIN   AND

                       REGULATOR      LOCATIONS
                                PORTION  OF NZ8
                                DRAINAGE   BASIN
       FOR
                    I4'-0"XI4'-0"


               '•ADJOINING  '   AREA


                           147
SEE   \\r\G-  28    P"A6E

-------
   FOR    .A ADJOINING
AREA
SEE
FIG.  31
NORTH RIVER SEWAGE
  TREATMENT PLANT
                                            \
                                                     \
                                                               3000
                FIG.   30     NORTH  RIVER
                NEW   YORK   CITY     N. Y.
                DRAINAGE     BASIN    AND
                REGULATOR     LOCATIONS
   FOR
                 ADJOINING       AREA

                           149
                    SEE     FIG-  29

-------
                      30
PAGE
151

-------
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                                    153

-------
                       SECTION XII

             OWLS HEAD SEWAGE TREATMENT PLANT

             DRAINAGE BASIN, BROOKLYN, N. Y

The Owls Head drainage basin contains eight regulators;
six with hydraulic float systems and two with manually
operated sluice gates.

The system is maintained by the Oakwood Beach regulator
crew.  This crew also maintains the Port Richmond Treatment
Plant regulator system.  A specially prepared truck with
sufficient equipment is utilized to assist in the inspec-
tion and maintenance of the system.

Seven of the eight regulators inspected were found to be
inoperable.  According to a follow-up telephone conversation
with the Acting Chief of the Division of Plant Operations
for New York City, one of the non-operable regulators has
been put back into service.

Additional information regarding the regulators within
this drainage area is found in Table 7 and Figures 33
through 37
                          155

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Regulator
                                                  TABLE 7   OWLS HEAD TKBATMEBT PLANT ERAINAGE BASIN

                                                                  BROOKLYN, HEW YORK
                                                          Drainage
                                                           Area                 Population
                                                                                                           Percent Land Use
Trunk     Interceptor
Lice        Design
MDWF       Capacity
Number Location
1 92nd Street &
Shore Parkway
2 82nd Street
East of Shore
Parkway
3 79th Street
£"" East of Shore
O^
4 71 8 t Street East
of Shore Parkway
5 69th Street k
Shore Road
6 First Avenue &
6l*th Street
7 First Avenue t
49th Street
Type
Two 6'-0" x k'-O"
Sluice Gates with
Independent Hydraulic
Float System*
16" x 16" Manually
Operated Sluice
Gate
2'-0" x 3'-0" Sluice
Gate With Hydraulic
Float System
l'-6" x 2'-0" Sluice
Gate Vlth Hydraulic
Float System
l'-V x l'-V ttenually
Operated Sluice Gate
Two 5'-0" x 3'-0" Sluice
Gates With Independent
Hydraulic Float Systems
5'-0" x 3'-0" Sluice
Gate With Hydraulic
(Acres)
2,700
(Combined
93
513
159
9
Residential Working
580,000 H/A
Data For Regulators 1
H/A H/A
85,000 H/A
20,000 H/A
H/A H/A
5,122 697,500 H/A
(Combined Data For Regulators 6,
1,836
( Combined
2OO, 000 H/A
Data For Regulators 7
Transient Res. Com. Ind. oth. (cfs)
N/A 80 10 55 «/A
&9)
N/A 95 0 05 H/A
H/A 85 10 05 H/A
H/A 90 10 0 u H/A
H/A 90 10 00 H/A
H/A 70 15 10 5 H/A
8, 8-A, 8-B and 9-A)
H/A 70 15 15 0 H/A
Thru 7-D)
(cfs)
109.5
H/A
15-6
3.8
«/A
128.7
39-0
                               Float Syste

-------
                                                                         TABLE 7   (Continued)
       Regu-
       lator
       Number
                                   LIBE SIZE CHARACTERISTICS
Interceptor Line
                  Dp stream
                               Dovnstream
                        Trunk
                        Line
By-Pass
 Line
                                                                  OutfalJ.
                                                                                                              INSPECTION DATA
                                                                                            Date
  Operable
(Yes or No)
 Figure No.
for Location
of Regulator
U\
                    96" 0
                    Arch
                    96" 0
                    Arch
                    9'-0"
                    Arch
                    9'-0"
                    Arch
                     6'-0"
                     0 RC
96" 0
Arch

16"  CI
BR IHT to
96" 0 Arch
36" 0 BR
INT to
108" $
Arch
2k" $ CI
IHT BR
to 9'-0"
Arch
9'-0"
Arch

9'-0" x
7'-0" RC
BR IHT to
12 '-6" x
8'-0" RC

6'-0" 0
RC

11 '-0" 0
•Hiree
Brick 7'-V' x 7'-V- 7'

30" i 1*5"
Brick

12' -0" x
7'-0"
Brick Lined
Cone
60" Oval
Brick


36" 0


15 '-0" 0
Brick &
k2" Brick
Egg-shaped
& 30" Brick
Egg-shaped
„_


Brick
30" i U5"
Brick

12'-0" x
7'-0"
Brick Lined
Cone
60" Oral
Brick


36" 0


Three
7 '-6"
Brick
Arch


__


Three
i_V x 7--V
Brick
30" x 45"
Brick

12 '-0" x
7'-0"
Brick Lined
Cone
60" Oval
Brick


36" 


Three
7'-6"
Brick
Arch


10 '-0" 0
Brick

Upper
Hew York
Bay
Upper
New York
Bay
Upper
Hev York
Bay

Upper
New York
Bay

Upper
Hew York
Bay
Upper
New York
Bay,



Upper
New York
Bay
11-1*-71


11-4-71


11-4-71



11-4-71



11-4-71


11-4-71





11-4-71


                                                                                                          No       Originally designed as a hydraulic       34
                                                                                                                   regulator;  however,  pi 1  equipment
                                                                                                                   and mechanical devices are missing.
                                                                                                                   Regulator crew has  ljuilt a weir
                                                                                                                   at  entrance to outfall line.
                                                                                     Ho       Unable to sore sluice gates due to •     34
                                                                                              rusted condition of equipment.
                                                                                     Bo       Heavy water leakage from relief         34
                                                                                              pressure valve on hydraulic system
                                                                                              hookup. Tide gate leaking.
                                                                                              Needs Maintenance and repair. City      35
                                                                                              water supply leaking from elbow on
                                                                                              hydraulic system hookup. Tide gate
                                                                                              leaking slightly.
                                                                                              Unable to aove sluice gate* due         35
                                                                                              to rusted condition of equipment.
                                                                                              Tide gate in good condition.
                                                                                              Hydraulic system does not operate       35
                                                                                              because there is no City Water
                                                                                              supply to operate system. Tide
                                                                                              gates in good condition.
                                                                                                                  Four-vay valve  is missing  (being         35
                                                                                                                  repaired). Regulator gate  is being
                                                                                                                  held  open. Seals on tide gate need
                                                                                                                  repair.

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                                           TABLE 7   OWLS HEAD TREATMENT PUUIT DRAIHAGE BASIN    (Continued)

                                                                 BROOKLYH, NEW YORK
Regulator
                                                          Drainage
                                                           Area
                                                                                Population
                                                                                                           Percent Land Use
Trunk     Interceptor
Line        Design
MOW       Capacity
Number Location
7- A First Avenue &
l*9th Street
7-B First Avenue &
Itoth Street
7-C First Avenue 4
l*9th Street
7-D First Avenue &
4 3rd Street
I—1
tn .
QQ 8 Rogers Avenue t
Murtense Street
8-A Flat bu ah &
Bedford Avenues
8-B Foster Avenue
& East 21st Street
9 17th & Bath
Avenues
Q- A 17th Avenue &
6oth Street
Type
Diversion Chamber
(Weir)
Diversion Chamber
(Weir)
Diversion Chamber
(Weir)
Diversion Chamber
(Weir)
3'-0" i 2'-0" Sluice
Gate With Hydraulic
Float System
Diversion Chamber
Diversion Chamber
Diversion Chamber
(Weir)
Diversion Chamber
(Weir)
(Acres) Residential
(See Regulator 7 For
(See Regulator 7 For
(See Regulator 7 For
(See Regulator 7 For
(See Regulator 6 For
(See Regulator 6 For
(See Regulator 6 For
(See Regulator 1 For
(See Regulator 6 For
Working Transient Res. Com. Ind. Oth. (cfs) (cfs)
Combined Data)
Combined Data)
Combined Data)
Combined Data)
Combined Data)
Combined Data)
Combined Data)
Combined Data)
Combined Data)

-------
                                                                TABLE  7    (Continued)
Regu- LIKE SIZE CHARACTERISTICS
lator Interceptor Line Trunk
Number Upstream Dovnstream Line
7-A — - 9'-0" 0
Brick

7-B -- -- 60" Brick
Egg-shaped


7-C -- -- 30" Brick
Egg-shaped
r^
tn
CD
7-D -- -- 9'-0" 0
Brick

By-Pass
Line
9'-0" 0
Brick

60" Brick
Egg-shaped
& 6'-0" 0
RC
30" Brick
Egg- shaped
& 14-' -0" 0
RC

60" 0
Brick


Outfall
10 '-0" 0
Brick

10 '-0"
0 Brick


10' -0" 0
Brick



60" 0
Brick

Receiving
Waterway
Upper
Hev York
Bay
Upper
Nev York
Bay

Upper
Hev York
Bay


Upper
Hev York
Bay
INSPECTION DATA Figure No.
Operable for Location
Date (Yes or No) Comments of Regulator

--





__




11-4-71 Yes Needs cleaning. Bo rungs in chamber 35

                                  8'-0" x     8'-o"  x
                                  8'-6' RC    8'-6"  RC
                                  & 24" 0 VP
                                              ll-k-71        Yes     Diversion chamber vith regulator.
                                                                     If flov to Ovls Head plant too
                                                                     great flov is diverted to Coney
                                                                     Island plant. Regulator has no
                                                                     direct discharge.
37
8-A


8-B
                                                                                  11-3-71
                                                                                                 Yes
                                                                                                           37


                                                                                                           37
15 '-0" 0  15 '-0" 0   21" -0"  $    Gravesend    11-3-71
                                 Bay
                                                                                                 Yes
9-A
                                                                                  11-3-71
                                                                                                                                               33

-------
                                         TABLE 7   OWLS HEAD TREATMENT PLAfIT DRAINATE BASII:  (Continued)
Regulator
Number       Location
                                         Type
      BROOCLYII,  MEW  YORK
Drainage
 Area     	Population	       Percent Land Use
(Acres)    Residential  Working  Transient     ReTI   Com.  Ind.   Oth.
 Avenue V    Avenue V 4
 Pump        86th Street
 Station
1,666
fl/A
N/A        N/A
                                                                                                          55    20    2C
 Trunk
 Line
 MDVF
(ef»)

 N/A
Interceptor
  Design
 Capacity
  («*•)

   N/A
 NOTES FOR TABLE 7:

 Regulator Data   taken from regulator detail sheets (19^2) supplied by r!ev York City Environmental Protection Aduini strati on,  Division of Water
                  Resources and Water Pollution Control.

 Drainage Area Data    boundaries determined from Existing Sewer Line Maps of Brooklyn.  Acreage calculated from the layout of the drainage area
                      boundaries.

 Population Data  from data supplied by Nev York City Environmental Protection Administration, Division of Water Resources and Water Pollution
                  Control (for the year 1970).

 Land Use Data   estimated from Land Use Policy Maps in Plan for Nev York City, A Proposal-1969, Volume 3-Brooklyn prepared by the New York City
                 Planning Commission.

 Hydraulic Data   taken from data supplied by Nev York City Environmental Protection Administration, Division of Water Resources and Water
                  Pollution Control (for the year 1970).

-------
                                                                       TABLE 7   (Continued)
Regu-
lator
Number
LINE SIZE CHARACTERISTICS
Interceptor Line Trunk By-Pass
Upstream Downstream Line
Avenue V -- 2V' 0 CI 48" 0 &
Pump Station Force Main 24" 0 &
8t 30" 0 CI 42" 0 &
Force Main Three 36" 0
NOTES FOR
Line Size
TABLE 7 (COHTUJUED):
Characteristics - taken from regulator
Line
Two 36'
CI
detail
INSPECTION DATA
Receiving Operable
Outfall Waterway Date (Yes or No) Comments
"  Two 36" 0 Coney 11-3-71 Yes Pump capacities: 2 8 3500 GPM
CI Island 1 8 5OOO GPM; 1 8 6OOO GPM
Creek 1 8 90OO GPM; 3 8 11,OOO GPM
sheets p"^ Existing Sewer Line Maps of Brooklyn.
Figure Ho.
for Location
of Regulator
33

      Inspection Data
                        according to telephone  conversation on June 2, 1972 with the Acting Chief of the Division of Plant Operations,  Hew York Environmental
                        Protection Administration, Division of Water Resources and Water Pollution Control,  regulator 7 has been placed Into operable condition.
05

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163

-------
FIG, 34
BROOKLYN,
DRAINAGE   BASIN   AND
REGULATOR     LOCATIONS
      NEW  YORK
           B
165

-------
          FIG.  35
          BROOKLYN,
          DRAINAGE
          REGULATOR
                OWLS  HEAD
                NEW   YORK
               BASIN    AND
                 LOCATIONS
       N
                  SCALE  IN   FEEt
                  1000  2000  30OO  400Q/ <.
                                     '
FOR
          OWLS  HEAD SEWAGE
          TREATMEMT
            9'-0"
 9'-0"ARfiH

ADJOINING^
FIG 34  PAGE
                 167

-------
       ?
169

-------
                                        ii3*c==r   «?	-^cii^r-
                                        5'-4 c£~-' s,c'-rtt  	&-j '-•
                                        f *Ss? ^Bi^"" =:r5Sicst""?J»	Jr
i=jS.C
                flQ  37    **   OVyLS  HEAD
                BROOKLYN,    NEW  YORK
                DRAINAGE     BASIN    AND
                REGULATOR    ' UOCATI^NS
PORTION OF RE66
ORAtNAGE   BASIN
                                   SCAtB   IN  FEgT
                                   1000 j 2600  3000  -WOO
                    OVERFLOW
                    TO CONEY ISLAND
                    tREATMENT PLANT
                         171

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                        SECTION XIII

               PORT RICHMOND SEWAGE TREATMENT

             DRAINAGE BASIN, STATEN ISLAND, N.Y
The Port Richmond drainage system contains forty-three
regulators.  Nine of these regulators have been placed
into service - the others are either under construction
or proposed.  The nine existing regulators consist of three
hydraulically operated types, one mechanical float type,
three manually operated types and two weir types

Three of the nine regulators inspected were found to be in-
operable.  According to a follow-up telephone conversation
with the Acting Chief of the Division of Plant Operations
for New York City, two of these regulators have been placed
into an operable condition and one is being repaired.

The system is maintained by the Oakwood Beach regulator
crew.  A specially equipped truck is utilized to assist
crews in the inspection and maintenance of the system.

Additional information regarding the regulators within this
drainage area is found in Table 8 and Figures 38 through 43
                         173

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                                                 TABLE ti   PORT RICHMOND TREATMENT PLANT DRAINAGE BASIfJ

                                                                STATEN ISLAND, NEW YORK
 Regulator
 Number
              Location
                                          Type
                                                           Drainage
                                                            Area	
                                                           (Acres)     Residential
                     population
                                                                                   Work i ng  Transient
                                                Percent  Land  Use
                                              ReT!  Com.   Ind.  Oth.
 TTKRK
 Line
 MDVF
.(cfs)
Inter cert or
  Design
 Capacity
  (cfs)
   R-l        Richmond Terrace
 (Contract  2)     Vest of
             Holland  Avenue
                                       12" y)
                                 Manually Operated
                                    Shear Gate
                                                            208
                                                                                              N/A         30
                                                                 30
                                                                                       5-053
  R 2        Richmond Terrace          12" jS
 (Contract 2)        and           Manually Operated
             South  Avenue           Shear Gate
                                                                         300
                                                                                             N/A         8C      M    20     C
  R-?        Harbor Road            2d" x 12"
(Contrart 2)    north of           Siuice Gate
             Richmond Terrace    With Hydraulic
                                  Float System
                                                                      10.7OO        500
                                                                                                                                                 36-735
  R-4          Union Avenue
(Contract 2)   North of
             Richmond Terrace
                                       12" 0
                                 Manually Operated
                                    Shear Gate
              900        ItOO      N/A         yo      0    10     0
                                                                         0-310
                                                                                      37.665
  R-5        Richmond Terrace    I' -0" ^ l'-0"
(Contract 2)       &               Sluice Gate
             Housman Avenue      With Hydraulic
                                  Float System
                                                            132        2,10O        6OO      N/A         60      0    !io     0
                                                                                                                                     1.628
                                                                                                                                                 ^1.385
  H-6        Rjchmond Terrace       30"   21*"
(Contract 2)       4               Sluice Gate
             Nicholas Avenue     With Hydraulic
                                  Float System
                                                          1,932       23,600      2,20O      1.7 A
                                                                                                         75      0    lo     15
                                                                                                                                     0.153
                                                                                                                                                 69.130
  R-l         Nautilus Court
(Contract li-A) North of
               Cliff Street
                                 I'-O"   1'  0"
                                   Sluice Gate-
                                 With Hydraulic
                                  Float System
 U76        5,9OO        wo      300         r,(2      ;.     o     1)2

(Combined Data for Regulators R-l, H--2 & R-3 (Contract 'l-A))

-------
TABLE 8 - (Continued)
Regu-
lator
Number
R-l
(Cont.
R-2
(Cont.


R-3
(Cont.



R-lt
(Cont.


3-5
(Cont.





R-6
(Cont.

R-l
(Cont.



LIHE SIZE CHARACTERISTICS
Interceptor
Line
Upstream Downstream
18" 0
2) VP
-2V 0
2) VP


te" 0
2) PRCP



5V 0
2) PRCP


60" 0
2) RC





60" 0
2) RC

__
U-A)



2V 0
VP
12" 0 VP
BR HIT
To 2V 0
VP
30" 0 RC
BR INT To
5V 0 PRCP


15" 0 VP
BR INT
to 60" 0
PRCP
60" 0
RC





5V 0
RC

12" 0
VP BR
INT


Trunk
Line
Two 12" 0
VP
8" 0
VP


52" 0
COHC &;
15" 0
VP

37" X 62"
SEMI-CIRC
RC &
12" 0 VP
12" 0 &
TWIN
71 1/2"
X 33"
RC


TWIN 10V
X 60"
FTRC
6'-6"x
5 '-11"
SEME -CIRC
FTRC &
36" 0 PRCP
By-Pass
Line
15" 0
VP
8" 0
VP


52" 0
CONG &
15" 0
VP

37" X 62"
SEMI-CIRC
RC &
12" 0 VP
TWIN
71 1/2"
X 33"
RC



TWIN 10V
X 60"
FTRC
7' -6"
X 5'-0"
RC with
SEMI-CIRC
NOTCH

Outfall
15" 0
VP
10" 0
CI


52" 0
CONG &
15" 0
VP

37" X 62"
SEMI-CIRC
RC &
12" 0 VP
TWIN
71 1/2"
X 33"
RC



TWIN 10V
X 60"
FTRC
7'-6"x
5 '-11"
vith
SEMI-CIRC
NOTCH
Receiving
Waterway Date
Newark 12-3-71
Bay
Newark 12-3-71
Bay


Newark 12-3-71
Bay



Hewark 12-3-71
Bay


Newark l£-3-71
Bay





Kill 12-3-71
Van
Kull
Upper
Hew York
Bay


INSPECTION DATA
Operable
(Yes or Ho) Comments
Yes Tide gate leaking

Yes



No Blockage in return
line to interceptor
has caused closing of
sluice gate and over-
flow to bay.
Yes



No Piston for hydraulic
apparatus missing
was defective Gate
being kept in open
position - MaTlTntnn
flow to plant. Tide
gate leaking.
Yes


To be constructed




Figure Ho.
for Location
of Regulator
in

iti



iti




iti



la






to


38





-------
 Regulator
 Number       Location
 R-2          Nautilus Court
 (Contract 4-A)  North of
              Cliff Street
                                                TABLE 8   POST RICHMOND TREATMENT PLAHT DRAINAGE BASIN (Continued)

                                                                  STATED ISLAHD, SEW YORK
                                          Type
                                                           Drainage
                                                            Area	
                                                           (Acres)     Residential  Working Transient
                                                                                 Population
                                                                                                           Percent Land Use
                                              Res.  Con.  lad.  Oth.


(SEE REGULATOR R-l (CONTRACT 4-A)  FOR COMBINED DATA)
 TrunK     Interceptor
 Line        Design
 MDHF       Capacity
.(gfs)        (efs)
 R-3         Bautllus Street   l'-0" X 2'-0"
 (Contract 4-A)  East of        Sluice Gate
             Bay Street        with Hydraulic
                               Float System
                                                           (SEE REGULATOR R-l (CONTRACT U-A)  FOR COMBIHKD DATA)
 R-4         Hylan  Boulevard  12" $
(Contract 4-A) & Edgevater      ttenuklly Operated
             Street            Shear Gate
                                                                       100
                                                                                                                                     0.026      10.U75
 R 5         Edgeiwter Street  12" 0
(Contract 4-A)  North of       Manually Operated
             Sylva Lane        Shear Gate with
                               Provisions for Future
                               Hydraulic Float
                               System
                                                          18
                                                                       200
                                                                                          100
                                                                                                           13   0    57
                                                                                                                                     O.071
                                                                                                                                                10.751
 H -6         Edgewater Street  12" 
(Contract 4-A) North of        Manually Operated
             Sylvaton Terrace  Shear Gate  vith
                               Provisions for Future
                               Hydraulic Float
                               System
                                                                                  H/A     B/A
                                                                                                            0   0   100
                                                                          0.003      10.758
 R-7         Lynhurst Avenue & 2'-0"  X l'-0"
             Edgevater Street  Sluice Gate
                               vith Hydraulic
                               Float System
                                                         326
                                                                    5,900
                                                                                  200
                                                                                          100
                                                67    o    17    16
                                                                                                                                     2.213
                                                                                                                                                17.288
 R-8         Edgevater Street  12" 0
             North of          Manually Operated
             Camden Street     Shear Gate
                                                          50
                                                                       600
                                                                                                           39   0    61
                                                                                                                                     0.197
                                                                                     18.372

-------
TABLE 8   (Continued)
Regu-
lator
Number
B-2
(CONT. 4- A)
R-3
(CONT. It- A)

R-4
(COBT. 4- A)

R-5
(CONT. 4- A)

R-6
(CONT. 4- A)


R-7





R-8



LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream
12" 0 VP
BR INT



30" 0
PRCP

30" 0
PRCP

30" 0
PRCP


30" 0
PRCP




36" 0
PRCP


Downstream
12" 0 DI
BR INT
30" 0
PRCP

30" 0
PRCP

30" 0
PRCP

12"0
BR IHT
To 30" 0
PRCP
24" 0
BR INT
To 36" 0
PRCP


42" 0
PRCP


Trunk
Line


6'-4" 0
RC &
12" 0 VP
10" 0 VF
&
12" 0
18" 0 VP
_&
15" 0 VP
12" 0
VP


TWIN
3' -6" x
6' -It" RC
20" 0 VP
&
12" 0 VP
TWO 18" 0
VP &
21*" 0
"TCP
By-Pass
Li ne Outfall


6'-k" 0
RC

10" 0 10" 0
VP VP

15" .0 18" 0
VP VP

16"- 0 16" 0
VP VP


TW1H TWIN
3' -6" x 3'-6" x
6' -4" RC 6'. 4" RC



36" 0 36" 0
PRCP PRCP


INSPECTION DATA
Receiving Operable
Watervay Date (Yes or No) Comments
To Be Constructed

ToBe Constructed


Upper -- -- To Be Constructed
New York
Bay
Upper -- -- To Be Constructed
New York
Bay
Upper — -- To Be Constructed
New York
Bay

Upper -- -- To Be Constructed
New York
Bay



Upper -- — To Be Constructed
Nev York
Bay

Figure No.
for Location
of Regulator
38

38


38


38


39



39





39




-------
       Regulator
       Number
                                                     TABLE 8   PORT RICHMOND TREATMENT PLANT DRAINAGE BASIN (Continued)

                                                                       STATEN ISLAND,  NEW YORK
                     Location
                                                 Type
                          Drainage
                           Area	
                          (Acres)    Residential
                                                                                       Population
                                                                                         WorkingTransient
                                                 Percent Land Use
                                                ein  Com.  Ind.  Oth.
Interceptor
  Design
 Capacity
  (cfs)
        R-9         Stapleton Terminal  I'-O"  X I'-O"
                    East of             Sluice Gate
                    Norwood Avenue      with Hydraulic1
                                        Float  System
                           72
                                      1,10O        100     10O
                                                                         83    c
                                                                                     17    o
                                                                                                    0.325
                                                                                                               21.551*
        R-10        Gtapleton Terminal
                    East of United
                    States  Marine
                    Hospital
12" 0
Manually Operated
Shear Gate
vith Provisions
for Future Hydraulic
System
99S        12,200      t,8oo   3,200           81    3
 (Combined Data For Regulators R-10, R-U.  R-12 & R-13)
                                                                                                                             0   16
                                                                                                                                            3-206
                                                                                                                                                       52.212
oo
        R-ll
                    Stapleton Terminal
                    East  of
                    Dock  Street
12" 0
Manually Operated
Shear Gate
with Provisions
for Future Hydraulic
System
       R-12
                   Thompson Street
                   West  of
                   iTont Street
12" 0
Manually Operated
Shear Gate
                   Canal Street
                   West of
                   Front Street
2'-6" X 2'-6"
Sluice Gate
With Hydraulic
Float System
                   Water Street
                   Vest of
                   "FTont Street
12" t
Manna I 1y Operated
Shear Gate
                                                                                          100     1OO
                                                                                                                2l*   69      70
                                                                                      52.532

-------
                                                                 TABLE 8   (Continued)
CO
Regu-
lator
Number
R-9



R-10



R-ll



R-12



R-13






R-ll*



LINE SIZE CHARACTERISTICS
Intercepto
Upstream
1*2" 0
PECP


1*2" 0
FRCP


1*2- 0
PRCP


1*2" 0
PRCP


1*2" 0
PRCP





60" 0
PRCP


r Line
Dovnstream
18" 0
BB INT
To 1*2" 0
PRCP
12" 0
VP BR INT
To 1*2" 0
PRCP
12" 0
VP BR INT
To 1*2" 0
FRCP
12" 0
BR INT
To t2" 0
PRCP
60" 0
PRCP





12" 0
BR INT
To 60" 0
PRCP
Trunk
Line
1*8" 0
PRCP


16" 0
VP


3' -6" X
2'-!*"
BRICK
EGG-SHAPED
N/A



TWIN
V-0" X
9' -5" RC
& 36" 0
fc 12" 0
VP &
15" 0 VP
N/A



By-Pass
Line Outfall
1*8" 0 1*8" 0
PRCP PRCP


16" 0 16" 0
VP VP


3' -6" X 3' -6" X
2'-lt" 2'-l»"
BRICK BRICK
EGG-SHAPED EGG-SHAPED
10" 0
To R-13


TWIN TWIN
1*'-0" X V-0" X
9-5" RC 9'- 5" RC
& 36" 0 & 36" 0



15" 0
To R-13


INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Comments
Upper - - - - To Be Constructed
New York
Bay

Upper -- -- To Be Constructed
Nev York
Bay

Upper -- -- To Be Constructed
New York
Bay

To Be Constructed



Upper -- -- To Be Constructed
Nev York
Bay




To Be Constructed



Figure No.
for Location
of Regulator
39



39



39



39



39






39




-------
                                            TABLE 8   PORT RICHMOND TREATMENT PLANT  ERAINACE BASIN  (Continued)

                                                              STATEH ISLAND,  NEW YORK
Regulator
Number       Location
                                         Type
 R-15         Stapleton Terminal l'0"xl'-0"
              East  of           Sluice Gate vith
              Baltic Street      Hydraulic Float System
                                                            239
                                                       	Population	
                                                        ResidentialWorking Transient


                                                          3,300       100      100
                                                                                                          Percent Land Use
                                                                                                         Bee.  Com.  Ind.  Qth.


                                                                                                         57     0    1*3    0
                                                                                                                                   1.006
Interceptor
  Design
 Capacity
  (<*»)
                                                                                                                                               56.620
 R-16         Murray Hulbert     S'-6"i2'-6"
              Avenue South  of    Sluice Gate vith
              Victory Boulevard  Hydraulic float iyotu
                                                         13,000     1,7OO    1,50O
                                                                                                                      3-237
                                                                                                                                               76.5UJ*
R-17
             Victory Boulevard
             East of
             Murray Hulbert
             Avenue
                                                                      N/A      N/A
                                                                                                               35    65    0
                                                                                                                                   0.002
                                                                                                                                               76.602
Hamilton Avenue    I8"'xl2rl
       &           Sluice Gate vith
Richmond Terrace   Hydraulic Float System
                                                                       1,5OO     1,500    1,000
                                                                                                         32    68
                                                                                                                                   0.379
                                                                                                                                               80.520
R-19
Saint Peters       l8"tL2"
Place & Richmond   Sluice Gate vith
Terrace            Hydraulic Float System
                                                             61
                                                                       3,200     3,100    2,100
                                                                                                         92
                                                                                                                                   0.805
                                                                                                                                               86.600
R-20         Jersey Street      I8"xl8"
                    &           Sluice Gate vith
             Richmond Terrace   Hydraulic Float Syste
                                               138
                                                          7,300
                                                                                            93
                                                                                                                      1.662
                                                                                                                                  91.938
H-21         Franklin Avenue    Diversion Chamber
                    &             (Weir)
             Richmond Terrace
                                                             33
                                                                         900
                                                                                            76
                                                                                                                                   0.231
                                                                                                                                               92.884
R-22         Lafayette Avenue   12" 
                    &           Shear Gate vith
             Richmond Terrace   Hydraulic Float System
                                                             1(6
                                                          1,500
                                                                                            79
                                                                                                        21
                                                                                                                      0-351

-------
                                                                  TABLE 8   (Continued)
00
Regu-
lator
Nunber
H-15



R-16


R-17


H-18



R-19



R-20



R-21


R-22



LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstrean
60" 0 66" 0
PROP PRCP


36" 0 36" 
PRCP PRCP

36" 0
PRCP

78" 0 24" 0
PRCP BR
IHT To
78" 0
78" 0 24" 0
PRCP BR
INT To
78" 0
78" 0 36" 0
PRCPBR
•INT To
78" 0
78" 0 15" 0
BR INT
To 78" 0
78" 0 12" 0
VP BR
IHT To
78" 0
Trunk
Line
THIN
6' -2" X
3' -6" RC
15" 0 VP
2'-0" 0
RC &
12" 0 VP
72" 0
BRICK

15" 0
VP &
2U" 0
PRCP
30" 0
CI


U'-6"X
6--0"
FTRC

6" 0


2T 0
VP


By-Pass
Line
THIN
6- -2" X
i 3-6" RC IL
15" 0 VP
2'-0" 0
RC

72" 0
BRICK

30" 0



30" 0
CI


V-6"X
6'-0"
PTBC

6"0


2U" 0
VP



Outfall
THIN
6'-!V X
3-6" RC 8:
15" 0 VP
2'-0" 0
RC

72" 0
BRICK

l'-10"
x 2'-9"


30" 0
CI


V-6"X
6'-o"
FTRC

6" 0


2U" 0
VP


INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Comments
Upper -- -- To Be Constructed
New York
Bay

Upper -- -- To Be Constructed
New York
Bay
Upper -- -- To Be Constructed
Hew York
Bay
Upper -- — Under Construction
Nev York


Upper -- — Under Construction
Nev York
Bay

Kill -- -- Under Construction
Van
Kull

Kill -- -- Under Construction
Van
Kull
Kill -- — Under Construction
Van
Kull

Figure Bo.
Tor Location
of Regulator
39



39


39


39



39



39



39


39




-------
TABLE 8   PORT RICHMOND TREATMENT PLANT DRAINAGE BASIN (Continued)




                STATEN ISLAND, NEW YORK
Regulator
Number Location
R-2^ Richmond Terrace
S.
Clintcn Avenue
R-21* Tysen Street
Richmond Terrace
R-25 Richmond Terrace
West of
Tysen street
H-1 R-26 Richmond Terrace
00 West of
tO Tysen Street
E-27 Richmond Terrace
&
Sailors Snug
Harbor
R-28 Kissel Avenue
&
Richmond Terrace
R-29 Bard Avenue
&
Richmond Terrace
R-30 Davis Avenue
&
Richmond Terrace
Trum;
Drainage Line
Area Population Percent Land Use MDWF
Type (Acres) Residential Wonting Transient Res. Com. Ind. Oth. (cfs)
12" 0 72 1,300 200 2OO 48 0 10 42 0.322
Shear Gate With
ifydraulic Float Systec
Diversion Chamber 20 700 C 0 68 0 8 24 0.152
(Weir)
Diversion Chamber 8 IOC N/A N/A 10O 000 O.039
(Weir)
Diversion Chamber 12 100 100 100 IOC 000 0.051
(Weir)
18" ^ 12" 33 100 N/A N/A 100 0 0 0 0.071
Sluice Gate
With Hydraulic
Float System
13" x 12" 292 5,200 700 500 88 0 0 12 1.4l8
Sluice Gate
With Hydraulic
Float System
12" 0 Shear Gate 125 3,200 0 o 91 0 5 4 0.801
With Hydraulic
Float System
Diversion Chamber 72 1,700 0 0 96 0 k 0 0 433
(Weir)
Intercertor
Design
Capacity
(cfs)
96.062
96.676
96.958
97-186
97-406
103.732
106.796
108.794

-------
TABLE 8   (Continued)
Rep;- LINE SIZE
lator Interceptor Line
Number Upstream Dovnstream
R-23 78" 0 78" 0


R-24 -- 18" 0 VP
BF. INT
To R-25
R-25 - 18" 0 VP
BR INT To
R-26
R-26 -- 18" 0 VP
BR INT To
I-1 R-27
00
CO
R-27 78" 0 2V 0



R-28 78" 0 2k" 0


R-29 78" 0 18" 0 VP
BR INT To
78" 0
R-30 — 2V 0
BR INT To
78- 0
CHARACTERISTICS
Trunk
Line
36" 0
BRICK

20" 0


15" 0


2V 0




15" 0



20" 0


8" 0
VP 8c
18" 0 VP
21" 0


By-Pass
Line Outfall
36" 0 36" 0
BRICK BRICK

20" 0 20" 0


15" 0 15" 0


24" 0 24" 0




18" 0 VP 15" 0
BR INT From
R-26 &
15" 0
20" 0 20" 0
CI CI

18" 0 18" 0
VP VP

12" 0 12" 0


INSPECTION DATA Figure No.
Receiving Operable for Location
Waterway Date (Yes or No) Comments of Regulator
Kill -- -- Under Construction 40
Van
Kull
Kill -- -- Under Construction to
Van *
Kull
Kill -- -- Under Construction to
Van
Kull
Kill -- -- Under Construction to
Van
Kull


Kill -- -- Under Construction to
Van
Kull

Kill — -- Under Construction to
Van
Kull
Kill — -- Under Construction to
Van
Kull
Kill — -- Under Construction to
Van
Kull

-------
                                                         TABLE 8   PORT RICHMOND TREATMENT PLANT DRAINAGE BASIN (Continued)




                                                                             STATEN ISLAND, NEW YORK
00
Regulator
Number
R-31
R-32
F-33
R-Jlt
R-35
R-36
R-37
Location
Elizabeth Avenue
Richmond Terrace
Bement Avenue
&
Richmond Terrace
Broadway
Richmond Terrace
Richmond Terrace
East of Taylor
Street
Bodlne Street
&
Richmond Terrace
Rector Street
Richmond Terrace
Richmond Avenue
North of
Richmond Terrace
Type
12" 0 Shear Gate
With Hydraulic
Float System
12" 0 Shear Gate
With Hydraulic
Float System
12" x 12"
Sluice Gate
With Hydraulic
Float Systran
18" x 18"
Sluice Gate
With Hydraulic
Float System
21" x ko 3/V
Sluice Gate
With Mechanical
Float System
Diversion Chamber
(Weir) &
Tldegate Chamber
Diversion Chamber
(Weir)
Trunk Interceptor
Drainage Line Design
Area Population Percent Land Use MDWF Capacity
(Acres) Residential Working Transient Res. Con. Ind. Oth. (cfs) (cfs)
5 100 0 0 82 0 18 0 0.028 1O9.510
206 5,200 1OO 0 98 0 2 0 1.312 U.lt.650
178 4.. 700 100 ioc 87 o 13 o 1.187 119.1*18
177 6,200 N/A N/A 86 6 8 0 1.1*71 125.312
1,575 N/A N/A N/A 65 5 10 20 N/A N/A
(Combined Data for Regulators H-35, R-36 & R-37)



-------
TABLE 8   (continued)
Regu- LINE SIZE CHARACTERISTICS
lator Interceptor Line
Number Upstream Dovnstream
R-31 78" 0 12" 0 VP
BR INT To
8V" 0
R-32 8V" 0 18" 0 VP
BR INT To
8V" 0
R-33 8V" 0 2V" 0
PRCP
BR INT To
8V" 0
00 R-3V 8V" 0 18" 0
O1 DROP LINE
To 8V" 0
R-35 72" 0 72" 0
R-36 5V" 0 72" 0
R-37 5V" 0 15" 0
Trunk By-Pass
Line Line
12" 0
VP Inside
CONC
12" 0
VP
6" 0 CI
&
15" 0 VP
12" 0 VP
&
18" 0 VP
16" 0
CI
36" 0
TWIN
12" 0
VP Inside
36" 0
cose
12" 0
VP
15" 0
VP
18" 0
VP
16" 0
CI
V'-O" ~
9'-0"
TWIN
Outfall
12" 0
VP Inside
36" 0
CONC
12" 0
VP
15" 0
VP
20" 0
16" 0
CI
V'O" x
9--0"
TWIN
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Comments
Kill -- -- Under Construction
Tan
Kull
KiLl -- — Under Construction
Van
Kull
Kill — -- Under Construction
Van
Kull
Kill -- — Under Construction
Van
Kull
KiU. 11-29-71 Yes
Van
Kull
Kill 11-29-71 Yes
Van
Kull
Kill 11-29-71 No Grit and debris block-
Figure No.
for Location
of Regulator
Vo
VO
Vo
Vo
Vo
Vo
Vo
ER INT      16" 0 CI   16" 0 CI   16" 0 CI    Van
To 5V" 0                                      Kul_L
                                             ing flov to interceptor

-------
                                                       TABLE 8   POHT RICHMDHD TREATMENT PLANT DRAINAGE BASIN  (Continued)

                                                                            STATEH ISLAND,  NEW YORK
       Regulator
       Number
                                                                                      Population
                                                Type
_          _
 Residential  Working  Transient
  Percent Land Use
Res.   Com.  Ind.   Oth.
                                                                                                                                                     Interceptor
                                                                                                                                                       DeBign
                                                                                                                                                      Capacity
00
        ROTES FOE TABLE 8:

        Regulator Data   taken from regulator detail sheets (for regulators R-l (Contract 2)  through  R-6 (Contract 2): 1966; for regulator R-l  (Contract 4-A)
                         through B-6 (Contract k~A) and regulators R-7 through R-3U:  1970; for regulators R-35 tnrough H-38: 195O)  supplied by  Hew York City
                         Environmental Protection Administration,  Division of Water Resources and Water  Pollution Control.

        Drainage Area Data   boundaries «nH acreage +"-flk**n from nape flr>ri data supplied by ftev York City Environmental Protection  Administration, Division of
                             Water Resources and Water Pollution Control.

        Population Data   from data supplied by Nev York City Environmental Protection Administration, Division  of Hater Resources  ""^ Water  Pollution
                          Control (for regulators R-l (Contract 2) through R-6 (Contract 2):  for the  year 1960;  for the remaining regulators: for the year
                          1965) -
        Land Use Data   for regulators R-l (Contract 2) through R-6 (Contract 2):  estimated from Tjmrt  use Policy Ifeps  in Plan for Hev York City,  A Proposal-
                        1969, Volume 6-Staten Island prepared by the Hew York City Planning Commission.
                        for the remaining regulators: calculated from data (1966)  supplied by Hev York City Environmental  Protection Administration,  Division
                        of Water Resources an* Water Pollution Control.
        Hydraulic Data   taken from data supplied by Nev York City Environmental Protection Administration,  Division of Water Resources
                         Control (for the year 1965).
                                                                                                                                            Water Pollution

-------
                                                                     TABLE 8   (Continued)

      Regu-      	LINE SIZE CHARACTERISTICS	INSPECTION DATA	   Figure No.
      lator         Interceptor Line        Trunk     By-Pass                  Receiving                  Operable                                     for  Location
      Number    Upstream     Downstream   Line       Line        Outfall      Waterway       Date       (Yes  or  Ho)              Comments              of Regulator



      NOTES  FOR TABLE 8 (CONTINUED!:

      Line Size Characteristics - taken from regulator detail sheets and Existing Sever Line Maps of Staten Island.

      Inspection Data - according to  telephone  conversation on June 2, 1972 -with the Acting Chief of the DiviBlon of Plant Operations, Nev York City
                         Environmental Protection Administration,  Division of Water Resources and Water Pollution Control,  regulator R-5 (Contract 2)
                         and R-37 have been placed  into operable condition and regulator R-3 (Contract 2) is being repaired.
00

-------
STATE  OF MY. 0£PT.'
 Of  MENTAL HYSIENt
                                                    ! St. AND
    BEACH
FIG-38 PORT
STATEN ISLAND;
   DRAINAGE         ^

REGULATOR0 LOCATIONS
                            '//fV/\^--J ' Y"'-'1 '•"' ^-*

                           fi-^'tf::a|  £-
                                    ,,/k	'Til
                    189

-------
FIG-39  PORT RICHMOND
STATEN ISLAND, N-Y-
   DRAINAGE  BASIN
        AND
REGULATOR  LOCATIONS
       191

-------
       RICHMOND
SEWAGE  TREATMENT
    '   PLANT
       193

-------
FOR /
            195

-------
                        '•pArQJsH-H II 11 Wt"K'3u*ri»f) <<>-A
                        'i -i "(J^ u u II ££$ y?wj": ,;~3s>
                         i ^^Mn*iiiH mi
197

-------
   ':> FO»::3;AWlN«G,'eiARliL3|EE  FIG-4O PAGE
                                                       PORTION
                                                  k   OF
                                                  RAINA6E
SCALE IN FEET
1000  2000 "3000
              FIG- A3 PORT  RICHMOND
              STATEN  ISLAND 1 N-Y
                DRAINAGE  BASIN

              REGULAT($fDLOCATIONS A
                   199

-------
                    SECTION XIV

          RED HOOK SEWAGE TREATMENT PLANT

           DRAINAGE BASIN, BROOKLYN, N.Y

The drainage area for the proposed Red Hook Treatment
Plant will consist of a sewage system containing twenty-
four regulator structures.  Nine will consist of sluice
gates with hydraulic float systems, nine will be manually
actuated shear or sluice gates, two will have sluice gates
with mechanical float systems, three will be simple tide
or diversion chambers and one will be a manually operated
shear gate with provisions for a future hydraulic system.
These regulators are all to be constructed and as such no
field inspections were conducted in this drainage area

Additional  information regarding the regulators within
this drainage area  is found  in Table 9 and Figures 44
through  45.
                         201

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TABLE 9 - RED HOCK TREATMENT PLANT ERAIHAGE BASIN




               BROOKLYN,














to
o
bO















Regulator
Number Location
R-l Van Brunt Street
South Of
Reed Street

R-2 Wolcott 4
Ferris
Streets

R-3 Sullivan Street
West of
Ferris Street


R-U Ferris &
King Streets



R-5 Pioneer
& Conover
Streets
R-6 Verona Street
West of
Inlay Street
R-7 Commerce Street
West of
Imlay Street

Drainage
Area Population Percent Land< lite
Type (Acres) Residential Working Transient Res. COB. Ind. Oth.
12" X 12" 3lt 1,OOO 1,700 1,100 O O 10O 0
Sluice Gate
With Hydraulic Float
System
36" x 3k" &. 36" x 2h" 1,218 123,900 54,too 36,300 50 0 to 10
Sluice Gates With
Independent Mechanical
Float Systems
12" 0 6 100 300 200 50 0 to 10
Manually Operated
Shear Gate


12" 0 10 2OO too 300 5O 0 to 10
Manually Operated
Shear Gate
With Provisions for
Future Hydraulic System
12" 0 10 200 3OO 2OO 50 95 0
Manually Operated
Shear Gate
12" 0 6 200 300 200 5 o 95 o
Manually Operated
Shear Gate
12" 0 6 200 3OO 200 5 0 95 0
Manually Operated
Shear Gate
Trunk Interceptor
Line Design
MDHF Capacity
(efs) (cfs)
0.3llt H/A



31-032 N/A



0.029 H/A




0.060 H/A




0.070 H/A


0,059 B/A


0.220 H/A



-------
TABLE 9   (Continued)
Regu-
lator
Number
R-l




R-2



R-3



N5
o
w
-R-k




R-5




R-6




R-7


LINE SIZE
Interceptor Line
Upstream Downstream
15" 0 VP
BR INT To
60" 0
Hor. Ellip.
FRCP
60" $
Hor. Ellip.
PRCP

15" 0
BR IHT To
60" 0
Hor. Ellip.
PRCP


15" 0
BR IHT To
60" 0
Hor. Ellip.
PBCP
60" 0 15" 0
Hor. Ellip BR IHT To
PRCP 60" 0
Hor. Ellip.
PRCP
60" 0 15" 0
Hor. Ellip BR INT To
PRCP 60" 0
Hor. Ellip
PRCP
60" 0 15" 0
Hor. Ellip BR IHT To
PRCP 60" 0 Hor.
CHARACTERISTICS
Trunk.
Line
30" 0
BRICK



72" 0
BRICK
8: 30" 0
PRCP
15" 0
BRICK
1 6" 0
VP



36" 0
BRICK



15" 0 &
2V 0 &
12" 0


24" 0




24" 0

By-Pass
Line
30" 0
BRICK



72" 0
BRICK


15" 0
BRICK





36" 0
BRICK



30" 0
BRICK



2V 0




-24" 0


Outfall
30" 0
BRICK



72" 0
BRICK


15" 0
BRICK





36" 0
BRICK



30" 0
BRICK



24" 0




24" 0

INSPECTION DATA Figure No.
Receiving Operable for Location
Watervay Date (Yes or No) Comments of Regulator
Buttermilk -- -- To Be Constructed 44
Channel



Buttermilk -- -- To Be Constructed 44
Channel


Buttermilk — -- To Be Constructed 44
Channel





Buttermilk — — To Be Constructed 44
Channel



Buttermilk -- — To Be Constructed 44
Channel



Buttermilk — -- To Be Constructed 44
Channel



''Buttermilk — -- To Be Constructed 44
Channel
Ellip. PRCP

-------
TABLE 9 - RED HOOK TREATMENT PLANT DRAINAGE BASIN (Continued)




                 BROOKLYN, NEW YORK


Regulator
Number
R-8


R-9



R-9A


R-10


R-ll



B-12






Location
Bowne Street
West of
Inlay Street
Hamilton
Avenue &
Perry Place

Sackett
Street &
Perry Place
Degrain &
Van Brunt
Streets
Kane &
Van Brunt
Streets

Amity &
Columbia
Streets




Type
12" (5
Manually Operated
Sluice Gate
ik" x Ik"
Sluice Gate With
Hydraulic
Float System
Diversion &
Tide Gate
Chambers
12" 
Manually Operated
Shear Gate
18" x 12"
Sluice Gate
With Mechanical
Float System
te" x 2k"
Sluice Gate
With Hydraulic
System
Trunk
Drainage Line
Area Population Percent Land Use MDWF
(Acres) Residential Working Transient Res. Com. Ind. Oth. (ofs)
11 300 iioo 300 5 o 95 o 0.097
-

51 3,600 600 itoo 30 o 70 o 0.928



7 700 300 200 10 o 90 o 0.162


7 500 kOO 200 15 0 80 5 0.2li8


50 2,000 700 500 o o 100 o 0.520



259 35,"ooo u.,700 7,800 50 10 Uo o 8.027



Interceptor
Design
Capacity
(cfs)
N/A


N/A



N/A


N/A


N/A



N/A




-------
TABLE 9   (Continued)
Regu-
lator Interceptor
Number Upstream
R-8 60" yi
Hor. Ellip
PRCF


R-9 60" jii
Hor. Ellip.
FRCP



R-9 A

K>
,O
R-10



H-ll 66" 0
PRCP


H-12 102" 0 '
Hor. Ellip.

LDffi SIZE
Line
Dovnstream
15" ys
BR INT To
60" $
Hor. Ellip.
PRCP
21" 0
ER INT To
66" 0
PRCP


15" 0
BR 1ST To
66" 0
PRCP
15" y>
BR IWT TO
66" 0
PRCP
24" 0
BR 1ST To
66" 0
PRCP
108" 0
PRCP

CHARACTERISTICS
Trunk
Line
2V 0




6'-0" x
7' -3"
BRICK &
15" 0
BR IHT
From R-9A
V-O" 0
CI


TWO
12" 0
& 15" 0
VP
18" 0 &
54" EGG-
SHAPED
BRICK
-90" 0
.FTRC

By-Pass
Line
2V 0




6'-0" x
8' -6"
BRICK



V-O" 0
CI


18" 0



5V
EGG-
SHAPED
BRICK
8 '-6" x
8 --6"
FTRC
IUSPECTTOH DATA
Receiving Operable
Outfall Waterway Date (Yes or No) Comments
2V 0 Buttermilk — — To Be Constructed
Channel



6'-0" x Buttermilk — -- To Be Constructed
8' -6" Channel
BRICK



V-O" 0 Buttermilk — -- To Be Constructed
CI r?hHTlrn»1


18" 0 Buttermilk — — To Be Constructed
H>MTm«al


54" Bast — — To Be Constructed
EGG- River
SHAPED
BRICK
8' -6" x East — — To Be Constructed
8' -6" River
FTHC
Figure No.
for Location
of Regulator
44




44





44



44



44



44



-------
Regulator
TABLE 9   RED HOCK TREATMENT PLAHT DRAINAGE BASIN (Continued)

                 BROOKLYN,  NEW YORK

                    Drainage
                     Area	     Population
                                                                                                           Percent Land Uee
Trunk     Interceptor
Line        Design
MDWF       Capacity
Number
R-13
R-14
R-15
R-16
K-1T
R-18
R-18 A
Location
Atlantic
Avenue West
of Columbia
Street
Joralemon
Street
West of
Furman Street
Montague
Street West
of Funnan
Street
Furman &
Orange
Streets
Fulton &.
Funnan Streets
Main &
Plymouth
Streets
Washington &
Plymouth
Streets
Type (Acres) Residential Working Transient Res. COB. Ind. Oth. (cfs)
12" X 12" 10 1«X> 1,000 TOO 60 10 20 10 0.136
Manually
Operated
Sluice Gate
12" 0 20 300 2OO 0 0 100 0 0.012
Manually Operated
Shear Gate
18" x 12" 36 5,700 1,000 700 50 10 38 2 1.283
Sluice Gate
With Hydraulic
Float System
12" x 12" 12 100 1,200 800 60 10 15 15 0.07U
Sluice Gate
With Hydraulic
Float System
18" x 30" 131 10,1«X> 19,100 12,700 60 10 15 15 2.967
Sluice Gate vith
Hydraulic Float System
18" x 12" 13 100 3,900 2,600 10 0 80 10 O.lfcL
Sluice Gate vlth
Hydraulic Float System
Diversion & 21 2OO 3,300 2,200 10 0 80 10 1.221
Tide Gate chambers
(cfs)
H/A
K/A
N/A
H/A
H/A
H/A
H/A

-------
                                                                        TABLE 9 -  (Continued)
10
o
Regu-^
later
Huaber
R-13


R-lt



H-15




R-16


R-17




R-18




R-18 A


LIKE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstrean-
108" 0 12" 0 VP
BR INT To
106" 0
108" 0 12" 0 VP
BR 1ST To
108" 0
FRCP
108" 0 2V' 0
PECP
BR INT To
108" 0
PRCP
108" 0 108" 0


108" 0 !i2" 0
Tunnel BR ITO To
108" 0
Tunnel

108" 0 2V1 0
Tunnel BR IBT To
108" 0
Tunnel

24" 0
EC To
REG. R-18
Trunk
Line
2k" 0


18" 0
VP


V-O" x
V-O"
PTRC


TWO
15" 0
VP
6'-0" x
6'-o"
PTBC &
18" 0
VP
2V 0
BRICK &
2V 0
RC 5HOM
R-18 A
36" 0
BRICK

By-Pass
Line
2V 0


18" 0
VP


V-O" x
V-O"
FEBC


18- 0
VP

6--0" x
6'-o"
FTRC


36" 0
KC



36" 0
BRICK


Outfall
2V 0


18" 0
VP


V-0" x
V-O"
FTHC


^18" 0
VP

6'-O" x
6--0"
FTRC


36" 0
RC



36" 0
BRICK

ISSPECTIOB DATA
Receiving Operable
Waterway Date (Ttes or So) Coraaer.ts
East — — To Be Constructed
River

East — — To Be Constructed
River


East — — To Be Constructed
River



East — — To Be Constructed
River

East — — To Be Constructed
River



East — — To Be Constructed
River



Bast — — To Be Constructed
River

Figure Ho.
for Location
of Regulator
1*


1*4



tt




kk


>A




kb




kk



-------
                                              TABLE 9  - RED HOOK TREATMENT PLANT IRAINAGE BASIH (Continued)

                                                                  BROOKLYN, NEH YORK
Regulator
Number
R-19
R-19 A
R-20
R-21
to
O
00
Location
John &
Adams Streets
John &
Pearl Streets
Gold &
Plymouth
Streets
Hudson &
Plymouth
Streets
Trunk
Drainage Line
Area Population Percent Land Use HDWF
Type (Acres) Residential Working Transient Res. Com. Ind. Oth. (cfs)
12" $ 30 6OO UOO 0 0 100 0 O.O25
Manually Operated
Shear Gate
Diversion & 1*7600 5,700 3,800 15 0 85 O 0.551
Tide Gate Chambers
TWO 963 lll»,l*00 78,700 52,500 to 20 35 5 26.U21
36" x to"
Sluice Gates vith
Hydraulic Float Systems
12" x 12" 17 o 1,200 800 o o. 100 o 0.087
Sluice Gate vith
Hydraulic Float System
Interceptor
Design
Capacity
(cfs)
H/A
N/A
H/A
H/A
HOTBS FOR TABU 9 =

Regulator Data - taken from regulator detail sheets (1970)  supplied by Hew York City Environmental Protection Administration, Division of Water
                 Resources and Hater Pollution Control.                                                              '

Drainage Area Data   boundaries determined from Existing Sever Line Hap of Brooklyn.  Acreage taken from data (I9fe)  supplied by Hev York City
                     Environmental Protection Administration,  Division of Hater Resources and Hater Pollution Control.

Population Data - from data supplied by Hesr York City Environmental Protection Administration,  Division of Water Resources and Water Pollution
                  Control (for the year 20OO).

Land Use Data - estimated from Land Use Policy Haps in Flan for Hev York City,  A PropOBal-1969, Volume  3-Brooklyn prepared by the Hev York  City
                planning ConscisBion.

Hydraulic Data   taken from data supplied by Hev York City Environmental Protection Administration, Division of Hater Resources  and Hater Pollution
                 Control (for the year 2OOO).

-------
                                                                      TABLE 9    (Continued)
Regu-
lator Interceptor
Number Upstream
R-19 106" 0
Tunnel



R-19 A


R-20 108" 0
Tunnel



K"i
LV
o
CD H-21 108" 0
Tunnel



LINE SIZE CHARACTERISTICS
Line
Dovnstream
108" 0
BR INT To
108" 0
Tunnel

18" 0
VP To
REG H-19
6'-0" x
7'-o"
FTRC
BR 1ST To
108" 0
Tunnel

18" 0
VP BR
IHT To
108" 0
Tunnel
Trunk
Line
15" 0
BRICK &
18" 0
VP FROM
R-19A
36" 0
BRICK

13' -6" 0
BRICK





It' -6" x
7'-3"
BRICK
& 18" 0
VP
By-Pass
Line
15" 0
BRICK



36" 0
BRICK

13' -6" 0
BRICK





V-6" x
7' -3"
BRICK



Outfall
15" 0
BRICK



36" 0
BRICK

13' -6" 0
BRICK





4' -6" x
7' -3"
BRICK


INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Comments
East
River — — To Be Constructed



East — — To Be Constructed
River

East — — To Be Constructed
River





East — — To-Be Constructed
River



Figure No.
for Location
of Regulator

Vt •



W


^5






^5




      FOR TABLE 9 (COHTINUED):
Line Slse
                       es   taken from regulator detail sheets and Existing Sever
                                                                                       Maps of BrooOtlyn.

-------
  I : U ,-J   *,<•.*•  X-'-r/  -*'€>v'S«»: W^CS^  v^s^,
 ^iC^r"^^^^
211

-------
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^/:^X^\^"-^^ ^^:- •  "  '.('O  .i\|5^:;^ '"^  \Xl-1-"':^^ 'v*5n'clli^  -VS'r^ V;^*", '?la.
                                                                                                               '"'J 7
                                                 213

-------
                     SECTION XV

    YONKERS JOINT MEETING SEWAGE TREATMENT PLANT

           DRAINAGE BASIN, YONKERS, N.Y

The sewage system for Yonkers Joint Meeting drainage basin
consists of eighteen regulators.  Fourteen regulators are
mechanical float actuated, three regulators are electri-
cally operated, and one regulator has a stationary weir

A special crew from the Yonkers Department of Public Works
is used to inspect and maintain the regulators on a routine
basis.

During the field inspection by the Commission, five of the
regulators were found to be non-operable.  According to a
follow-up telephone conversation with the Chief of Regula-
tor Maintenance, Westchester County Department of Environ-
mental Facilities, repair work is continuing on those reg-
ulators which are inoperable.

Additional information regarding the regulators within this
drainage area is found in Table 10 and Figures 46 through
47
                        215

-------
tSS
M
05
                                                             TABIil 10 - YOBKERS TREATMENT PLANT DRAIBAGS BASIN

                                                                             YOHKERS, NSH TORK
Regulator
Number
I
2
3
k
5
6
7
Location
W. of Lanartlne
Ave. 8t N. of
Babcock Place
(In Railroad Yd.
Lannrtine Ave.
West of
Woodvcrth Ave.
Asaburton Ave.
and
Alexander St.
Ashburton Ave.
Bast of
Voodvorth Ave.
Wooetrorth Ave.
North of
Ashburton Ave.
Ravine Ave.
North of
Lanartine Ave.
Varburton Ave.
V. of Fire
House (Near
Railroad
Tracks)
Type
Stationary Gate with
Mechanical Float Actuated
3.6" x U.8" Moveable
) Flume
Hinged Oate with
Mechanical Float
System
Stationary Gate with
Mechanical Float Actuated
4.8" x tt.8" Moveable
Flume
Hinged Gate vith
Mechanical Float
System
Hinged Gate with
Mechanical Float
System
Hinged Gate vith
Mechanical Float
System
18" x 2k" Sluice Gate
vith Electrically
Operated Hydraulic
System.
Drainage
Area Population
(Acres) Residential Working Transient
3OO 7,OOO N/A N/A
(Combined Data for Regulators 1, 2 & 6)

170 It, 000 B/A R/A
(Combined Data for Regulators 3, * & 5)


(See Regulator 1 for Combined Data)
730 k,000 I/A B/A
                                                                                                                   Percent Land Use
                                                                                                                 Res.  Com.  Ind.  Oth.
                                                                                                                  70
                                                                                                                  70
                                                                                                                  80
                                                                                                                               15   10
                                                                                                                               10   10
H/A
                                                                                                                                              B/A
                                                                                                                                                       Interceptor
                                                                                                                                                         Design
                                                                                                                                                         Capacity
            B/A
B/A
             N/A

-------
                                                                          TABLE 10   (Continued)
to
Regu-
lator
Number
1
2
3
ii
5
6
7
LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Dovnstream
20" 0 CI
66" 0 RC 16" 0 CI
BR To
72" 0 RC
20" 0 CI 12" 0 CI
BR INT To
2V 0 CI
72" 0 RC 12" 0 CI
BR INT To
72" 0 RC
72" 0 RC 10" 0 CI
BR INT To
72" 0 RC
66" 0 RC 10" 0 CI
BR INT To
66" 0 RC
66" 0 RC 66" 0 RC
Trunk
Line
1*8" 0 CI
30" x W
EGG
SHAPED
BRICK
12" 0 CI
and
1*8" 0
BRICK
2V x 36"
EGG
SHAPED
BRICK
18" 0
18" 0 VP
1*8" 0 Jl
By-Pass
Line
1*8" 0 CI
30" x 1*1*"
EGG
SHAPED
BRICK
1*3" 0
BRICK
21*" x 36"
EGG
SHAPED
BRICK
18" 0
18" 0 VP
1*8" 0 ci
Outfall
1*8" 0 CI
30" x 1*1»"
EGG
SHAPED
BRICK
1*8" 0
BRICK
2V x 36"
EGG
SHAPED
BRICK
1*8" 0
BRICK
1*8" |Z
1*8" 0 CI
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Comments
Hudson 6/7/72 Ye 3
River
Hudson 6/7/72 No Float Actuated 31ng«d Gate
River Missing.
Hudson 6/7/72 Yes
River
Hudson 6/7/72 Yes
River
Hudson 6/7/72 Yes
River
Hudson 6/7/72 No Needs Maintenance.
River
Hudson 6/7/72 Not Able to Locate.
River
Figure No.
for Location
of Regulator
1*6
1*6
40
1*6
1*6
1*6
1*7

-------
                 TABLE 10   YONKERS TREA1MEWT PLANT DRAINAGE BASIN (Continued)
                                       YORKERS, HEW YORK
Regulator
Number Location
8 W. of 719 -
Warburton Ave.
(Near Railroad
Tracks)
9 Roberts T-arig
East of
Railroad
Tracks
10 Warburton Ave.
South of
Odell Ave.
to
|_i 11 Pier St.
QO Betveen
Bridge 4
Fernbrook Sts.
12 Pier Street
West of
Havthome Ave.
13 Ashton Road
East of
Sunny side Dr.
lU Herriot St. 8:
Buena Vista
Type
18" x 18" Sluice Gate
vith Electrically Operated
Hydraulic System.
Sluice Gate vith
Electrically Operated
Hydraulic System
Stationary Weir
Sluice Gate vith
Mechanical Float
System
16" c 3lt-l/2" Hinged
Gate vith Mechanical
Float System
16" x 27-1/2" Shear
Gate vith Mechanical
Float System
18"  Hinged Gate
vith Mechanical Float
Drainage
Area Population Percent Land Use
(Acres) Residential Working Transient Res. Com. Ind. Oth.
15 320 K/A N/A 90 0 10 0
330 3,700 N/A N/A 80 5 10 5
200 1,500 N/A N/A to 5 15 to
1*90 15, too N/A H/A 60 15 10 15
(Combined Data for Regulators 11, 12 & 16)

180 6,100 N/A N/A 60 15 10 15
130 U,200 N/A N/A 65 10 15 10
TrunK
Line
MDVF
(cfs)
N/A
N/A
N/A
N/A

N/A
N/A
Interceptor
Design
Capacity
(cfs)
N/A
N/A
N/A
N/A

N/A
N/A
Syste

-------
                                                                          TABLE 10   (Continued)
to
K
CD
Regu-
lator
Number
8


9


10


11






12


13


11*




LINE SIZE CHARACTERISTICS
Interceptor Line
Upstream Downstream
66" 0 RC 18" 0 CI
BR IHT To
66" 0 RC
66" 0 RC 2k" 0 CI
BR INT To
66" 0 RC
60" 0 RC 12" 0 CI
BR 1ST To
60" 0 RC
14" 0 CI
BR IHT To
LODLOW
PUMP
HOUSE


1*2" 0 CI
BR IHT

30" 0 CI
BR mr TO
60" 0 RC
20" 0 CI
BR IHT



Trunk
Line
30" 0 CI


30" 0 CI


V-0" x
V-0"
RC
3'-l" x
3- -6"
EGG
SHAPED
BRICK 1
54" 0
BRICK
54" 0
BRICK

48"0
BRICK

3' -6" x
2' -7"
EGG
SHAPED
BRICK
By-Pass
Line
30" 0 CI


30" 0 CI


4'-0"x
4'-0"
RC
7'-0" x
4 --6"
SEMI-
CIRCULAR
BRICK


54"0
BRICK

48" 0
BRICK

3' -6" x
2' -7"
EGG
SHAPED
BRICK

Outfall
30" 0 CI


30" 0 CI


4--0" x
4'-o"
RC
7'-0" x
4' -6"
SEMI-
CIRCULAR
BRICK


54" 0
BRICK

43" 0
BRICK

3' -6" x
2' -7"
EGG
SHAPED
BRICK
Receiving
Waterway Date
Hudson 6/8/72
River

Hudson 6/7/72
River

Hudson
River 6/7/72

Hudson 6/8/72
River





Hudson 6/8/72
River

Hudson 6/8/72
River

Hudson 6/7/72
River



INSPECTION DATA
Operable
(Yes or Ho) Comments
Rot Able to Locate.


No Equipment Corroded. Gate
Frozen in Open Position.
Difficult Access.

Yes

Yes






No Hinged Date Frozen in Open
Position. No Connection
Between Gate and Float.
Yes Difficult to vi.-infa.-in
Equipment Properly Because
of Restricted Working Space.
No Equipment Corroded.




Figure Ho.
for Location
of Regulator
1*7


1*7



1*7

46






46


46


46





-------
                                                       TABLE 10    YONKERS  TREATMENT  PLANT  DRAINAGE BASIN  (Continued)

                                                                             YORKERS,  NEW YORK
to
O


Regulator
Number
15

16


Location Type
Main St. at Hinged Gate vith
Railroad Mechanical Float
Tracks (inside System
Pump Station)
Havthorne Ave. Stationary Gate vith
Trunk
Drainage Line
Area Population Percent Land Use MDWF
(Acres) Residential Working Transient Ree. Com. Ind. Oth. (cfs)
825 37,900 N/A N/A 70 10 5 15 N/A

(See Regulator 11 for Combined Data)
Interceptor
Design
Capacity
N/A


North of Mechanical Float Actuated

17


18

NOTES FOR
Regulator
Pier Street Moveable Flume
Nev Main St. 36" 0 Hinged Gate vith
At Getty Mechanical Float System
Square
Wells Ave. Hinged Gate vith
At Alexander Mechanical Float
Street System
TABLE 10:
Data - taken from regulator detail sheets
Drainage Area Data - boundaries taken from Existing
calculated from Yonkers Census
Population Data - taken from Census Tract Mop (for 1

(See Regulator 15 for Combined Data)


80 1,000 N/A N/A 65 10 10 15 N/A

(1934) supplied by Hestchester County Department of Environmental Facilities.
Sever Line Map of Yonkers (1931*) supplied by the City of Yonkers Engineering Office.
Tract Map supplied by the (Yonkers) City Planning Board.
;he year 1970) supplied by the (Yonkers) City Planning Board.




N/A

Acreage
Land Use Date estimated from map in Community Facility Plan adopted June, 1961 by the (Yonkers) City Planning Board.
         Hydraulic Data - not available.

-------
                                                  TABLE 10   (Continued)
Regu- LINE SIZE CHARACTERISTICS
lator Interceptor Line
Number Upstream Downstream
15 — - iV 0 CI
BR INT To
MAIN ST.
PUMP
STATION
16 — 20" 0 CI
BR INT
17 78" 0 36" 0 CI
BR INT To
M 78" 0
ISD
""* 18 — lit" 0 ci
BR INT
NOTES FOR TABLE 10 (CONTINUED):
Line Size Characteristics taken
Trunk
Line
By-Pass
Line
Outfall
6' -9" x 6' -9" x 6' -9" x
6- -9" 6' -9" 6' -9"
FLAT TOP FLAT TOP FLAT TOP
BRICK & BRICK t BRICK t
CONC. CONC. CONC.
28" x 1*2" 28" x 1*2" 28" x 1*2'
EGG EGG EGG
SHAPED SHAPED SHAPED
BRICK BRICK BRICK
1*8" 0 1*8" 0 1*8" 0
BRICK BRICK BRICK
1*8" 0 1*8" 0 1*8" 0
BRICK BRICK BRICK
from regulator detail sheets and
Inspection Data According to phone conversation of June 30, 1972
INSPECTION DATA
Receiving Operable
Waterway Date (Yes or No) Consents
Hudson 6/7/72 Yes
River
Hudson 6/7/72 Yes
River
Hudson 6/8/72 Yes
River
Hudson 6/7/72 Yes
River
Existing Sever Line Map of Yonkers.
vith Chief of Regulator Maintenance, Weschester County Department
Figure No.
for Location
of Regulator
1*6
1*6
1*6
1*6
of Environmental Facilities,  repair vork  is  continuing on those regulators vhich are inoperable.  Also, the tvo




regulators vhich were not located during  the field  inspection, were said to be in similar condition as regulator 9-

-------
MAIN STREET
PUMPSWON
                                                 SCAKE  IN/ F
                                           •O' /jl'QOp.  2000r 7;
                        FIG  46      1  YONKERS
                      „' WESTCHESTER^EW YORK
                      /'DRAINAGE  BASIN   AND
                        REGULATOR
                             223

-------
DRAINAGE
REGULATOR
 225

-------
                       SECTION XVI

             REGULATOR SAMPLINGS AND ANALYSES

It is generally realized that the combined sewer overflows
from regulators have an adverse impact upon receiving waters.
Nevertheless, there appeared to be a lack of quantitative
data within the Interstate Sanitation District to support
this contention.  Therefore, following inspection of the
regulators, the Commission undertook a limited sampling and
analysis study of two regulators   (Analyses of all samples
were performed by laboratory methods specified in "Standard
Methods for the Examination of Water and Wastewater", (2) )
One regulator was located in the Bayonne Sewage Treatment
Plant drainage and had a mean dry weather flow of approxi-
mately 5 MGD (Regulator No. 5)   The other regulator  (No. B-l)
served the Newtown Creek Sewage Treatment Plant drainage
basin and had a mean dry weather flow of approximately 50 MGD.

A land use map for Regulator No. 5 located at Ingham Avenue
south of East 5th Street in Bayonne is shown on Figure 48,
and the land use and demographic characteristics of the
drainage basin for this regulator are shown in Table 11. The
table shows that this drainage basin is approximately 50%
residential and 30% industrial.  A location plan of the
regulator is shown in Figure 49.  Figures 50-A and 50-B are
photographs showing flows associated with the regulator

A 24-hour dry weather sampling of regulator flow consisting
of grab samples taken at 3-hour intervals was conducted on
Wednesday, April 5, 1972.  During this sampling period,  no
bypass was observed and no precipitation occurred.  The
regulator gate was fully open with flow variations noted on
the field records   On Wednesday, April 12, 1972, a 12-hour
dry weather grab sampling was undertaken at this regulator
at 3-hour intervals.  Again no bypassing was observed and no
precipitation occurred during sampling.  The analyses of the
samples obtained are given in Tables 12 and 13 for April 5
and April 12, respectively

The data developed is of interest in several respects.  The
time sequence of samples clearly shows a distinct variation
of many of the parameter readings in the daytime compared to
nighttime.  For instance, the composite sample of the total
suspended solids for the daytime period on April 5,  1972,
(0900 to 2100) was 156 Mg/L while for the nighttime and
early morning hours (2100 to 0900) it was 55 Mg/L (see
Table 12)   The daytime values on April 12, 1972, for
suspended solids given in Table 13 for daylight hours are
comparable to those presented in Table 12, although each of
the samplings shows a large variability as a function of time.


                         227

-------
FIG. 48 LAND  USE  MAP   FOR
REGULATOR "5"  INGHAM
SOUTH  OF EAST   5 th STREET

      COMMERCIAL
 7//A RESIDENTIAL
      PARKS  a OTHER
                 El^^f^ I  M, W " fe^f p W V* ^
                        229

-------
                         TABLE 11

                 LAND USE AND DEMOGRAPHIC

            CHARACTERISTICS OF DRAINAGE BASIN

                  (Regulator 5 - Bayonne)
Population

Area (Acres)

Population Density

Land Use

  %  residential
  %  commercial
  %  industrial
  %  other

Streets

  Total Length  (Miles)

Estimated number of catch basins
10,760 (residential)

 219.0

 491   people/acre
  50
  15
  30
   5
 9.36

 175
                        231

-------
                                     cc
                                     LJ
                                     5
                                     LU
                                     (O
                                     CM
       45"0   SEWER
      EAST   5th  STREET
              REGULATOR  5
         FIG.49
LOCATION  PLAN  REG. 5
   INGHAM  AVENUE
         AND
EAST   FIFTH  STREET
                                     UT
                                     or
                                        +
ANT
TO
LINE
ERCEPTOR
54" 0 DOWNSTREAM
                             	v/J/ta,
                      232

-------

FIG.  50-A,  TRUNK LINE FLOW TO REGULATOR CHAMBER AT REGULATOR 5,
             INGHAM AVENUE AND EAST 5TH STREET,  BAYONNE,  NEW JERSEY
 FIG.  50-B,  OUTFALL FOR REGULATOR 5, INGHAM AVENUE AND EAST 5TH
              STREET, BAYONNE, NEW JERSEY
                               233

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                       TABLE 12 - REGULATOR 5, EAST 5th STREET AND INGHAM AVENUE

                           DRY WEATHER SAMPLING RESULTS FOR APRIL 4,  5, 1972


SUMMARY OF THE ANALYSES  OF SAMPLES TAKEN WITHIN
I3AYONNE DRAINAGE AREA      REGULATOR:  5
EAST 5TH STREET AND  INGHAM AVENUE
11AYONNE           NEW  JERSEY  07002

DISCHARGE WATERWAY!  KILL VAN  KULL    I.S.C.  WATER  CLASSIFICATION:   B2

DATE OF SAMPLING:  1/5/72 £ '1/6/7.2    NUMBER  OF SAMPLES TAKEN:   11

SAMPLED BY:   INTERSTATE  SANITATION COMMISSION
ANALYSES'PERFORMED DY:   INTERSTATE SANITATION COMMISSION
I.S.C. INVESTIGATION NUMUi~R:  8938
PARAMETER
TOTAL SUSPENDED  SOLIDS  ...
SETTLEABLE SOLIDS  	
COL I FORM DENSITY  	
BIOCHEMICAL OXYGEN  DEMAND
TEMPERATURE 	
PH 	
CHLORIDES 	
TOTAL CARUON,	
TOTAL ORGANIC CARBON  	
OIL AND GREASE  	
TURUIDITYCUNSETTLED SAMPLE)
TURBIDITYCSETTLED  SAMPLED  ..
ORTHO PHOSPHATE    P 	
AMMONIA   N  	
NITRITE   N  	
NITRATE   N  	
COPPER 	
ZINC 	
CHROMIUM 	
LEAD 	
NICKEL	
CADMIUM 	
MANGANESE 	
MERCURY 	
SILVER 	
COBALT 	
AMPLE 1 SAMPLE 2 SAMPLE 3
POINT 1 POINT 1 POINT 1
1/5-0900 1/5-1200 1/5-1500
138 201 212
36 51 5
	 >iooooo
150 185
16.0 11. 0
7.8 8.2
162 118
20 26
13 21
.::::::::::<:::: 36.6 :
98 160
7.20 8.11
16.10 13.30
0.58 o.lo
0.56 0.51
" : " 0.10
: :

U. J.D
<0.05
0.10
<0.10
<0.02
0.11
0.0350
! <0.05

115
11. 0
7.7
221
30
30
590
5.86
11.30
0.52
0.88







SAMPLE 1 SA
POINT 1 P
1/5-1800 1
100
21
>100000 "
258
11.0
7.6
116
13
13
32.8 "
93
3.15
12.30
0.12
0.22
0.10
0. 12
<0.05
0.20
<0.10
<0.02
Q.18
0.0030
<0.05
<0.05
MPLE 5
OP'T 1
/5-2100
101
8
212
15-0
7.2
113
20
	 15
85
1.36
10.60
0.18
0.15
X JJ " "

SAMPLE 6
POINT 1
1/5-0900
TO 2100
156
JJ7
196

165
22
17

5.86
12.30
0.30
0.56
0.10
0.18
<0.05
0.10
<0.10
<0.02
0.18
0.0270
<0.05
<0.05
                                      234

-------
                             TABLE 12   (CONTINUED)
PARAMETER
TOTAL SUSPENDED SOLIDS 	
SETTLEABLE SOLIDS 	
BIOCHEMICAL OXYGEN DEMAND ....

CHLORIDES 	
TOTAL CARUON 	
TOTAL ORGANIC CARDON 	

TURBIDITYCUNSETTLED SAMPLE) ..
TURBIDITYCSETTLED SAMPLE) ....
ORTHO PHOSPHATE P 	
AMMON IA - N 	
NITRITE - N 	
NITRATE - N 	
ZINC 	

LEAD 	
NICKEL 	
CADM I UM 	 	 	
MANGANESE 	
MERCURY ... , . . 	
SILVER 	
COBALT 	
NOTES:
CD POINT 1 SAMPLES TAKEN
POINT 2 SAMPLES TAKEN
SAMPLE 7
POINT 1
4/5-2400
98
38
78
10.7
6.4
2031
9
8

35
1.98
7. 30
0.17
0.39
0.05
0 06
. <0.05
0 20
<0.10
<0.02
1.12
0.0018
<0.05
<0.05
SAMPLE 8
POINT 1
4/6-0300
64
1:1: !::::: 1:1:1:
i:;:i::::t 1:1:1:
35
10.0
7.1
6409
8
8
:::::: 1:1:1: 1:1:
16
:c:::!:::c:c::>:
0.61
4.00
0.21
0.47

1:1: :::::: ic :::c
;c :::;::::)::;:;
>: ititi: 1:1:1: ::
::::::::::!:::::
::::;!::::::i:::
FROM REGULATOR CHAMBER
FROM TIDE GATE CHAMBER
SAMPLE 9
POINT 1
4/6-0600
46
2
>100000
42
11.0
7.3
882
8
4
5.6
23
::::»::::i::::;
1.17
5.80
0.21
0.67
0.02
0.06
<0.05
<0.20
<0.10
<0.02
0.78
0.0020
<0.05
<0.05
SAMPLE 10
POINT 1
4/6-0900
99
39
:::::;::::::!:::
168
12.1
1,6
314
16
16
t::: it:: 1:1:1:1:
::!:!:::::::::::
5.31
18.90
0.24
0.56
i: :: 1:1:1: it 1:1:
:t ::;:i::: 1:1: :
1:1: 1:1: i::::: :
:: 1:1: :::::::: :
I:::::!::::::: :


SAMPLE 11
POINT 1
4/5-2100
TO
4/6-0900
55
20
	 185
1498
12
8
2.21
8.70
0.23
0.41)
0.05
0.12
<0.05
0.20
<6.10
<0.02
0.70
0.0016
<0.05
<0.05
C2)  ALL UNITS ARE MILLIGRAMS  PER  LITER  EXCEPT PH AND THE FOLLOWING:
     TEMPERATURE   DEGREES  CENTIGRADE
     COLIFORM DENSITY -  FECAL  COLIFORM ORGANISMS PER 100 MILLILITERS
     TURBITY - JACKSON TURBIDITY UNITS
     SAMPLE   TYPE OF SAMPLE
        1     DRY WEATHER-GRAB
        2     DRY WEATHER-GRAB
        3     DRY WEATHER-GRAB
        4     DRY WEATHER-GRAB
        5     DRY WEATHER-GRAB
        6     DRY WEATHER-
              COMPOSITE
        7     DRY WEATHER-GRAB
        8     DRY WEATHER-GRAB
        9     DRY WEATHER-GRAB
       10     DRY WEATHER-GRAB
       11     DRY WEATHER-
              COMPOSITE
FLOW TO INTERCEPTOR LINE CAPPROX)
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT
FLOW NOT
FLOW NOT
FLOW NOT
FLOW NOT
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
FLOW NOT ESTIMATED
                                235

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                        TABLE 13   REGULATOR 5, EAST  5TH STREET AND INGHAM AVENUE

                            DRY WEATHER SAMPLING RESULTS FOR APRIL 12, 1972
SUMMARY OF THE  ANALYSES OF SAMPLES  TAKEN WITHIN
BAYONNE DRAINAGE  AREA      REGULATOR:   5
EAST 5TH STREET AND INGHAM AVENUE
BAYONNE           NEW JERSEY  0700'2
DISCHARGE WATERWAY:  KILL VAN KULL
DATE OF SAMPLING:   '1/12/72
i.s.c. WATER  CLASSIFICATION:  B2

NUMBER OF  SAMPLES'TAKEN:   6
SAMPLED BY:  INTERSTATE SANITATION  COMMISSION
ANALYSES PERFORMED  BY: INTERSTATE  SANITATION COMMISSION
I.S.C. INVESTIGATION  NUMBER:  8951
PARAMETER
TOTAL SUSPENDED  SOLIDS 	
SETTLEABLE SOLIDS  	
COLIFORM DENSITY	
BIOCHEMICAL OXYGEN  DEMAND ..
TEMPERATURE 	
PH 	
CHLORIDES  	
TOTAL CARBON  	
TOTAL ORGANIC  CARCON  	
OIL AND GREASE  	
TURHIDITYCUNSETTLED SAMPLE)
TURLIDITYCSETTLED SAMPLE) ..
ORTIIO PHOSPHATE   P 	
AMMONIA
NITRITE
NITRATE
COPPER ..,
ZINC
CHROMIUM .
LEAD 	
NICKEL ..
CADMIUM .,
MANGANESE
MERCURY .
SILVER ..,
COUALT ..,
SAMPLE 1
POINT 1
0900
210
	 72
180
7^7
2862
15
11

70
6.32
29.00
0.23
0.13




::: : ::Ki

SAMPLE 2 5
POINT 1
1200
321
76
>100000 :
277
13.0
7.8
1968
P 2
21
6.5 •
100
7.66
11.10
0.20
0.11
0.02
0.16
<0. 05
0. 10
<0.10
<0 . 02
0.11
o . 1720
<0.05
<0.05
AMPLE 3
POINT 1
1500
188
32
191
13.0
7.7
525
13
15

250
6.16
15.50
0.19
0.18

•"••


SAMPLE 1
POINT 1
1800
70
10
8900
26
6.9
7.6
10192
6
1
0.1
25
0.06
0.80
0.09
0.20
0.05
0.06
<0.05
0.10
<0.10
<0.02
0.10
0.0009
<0.05
<0.05
SAMPLE 5
POINT 1
2100 0
36
100
10.0
6.9
7611
11
8
65
60
1.30
2.10
0.15
0.37


= """"""
,.:»««,!»
:**«»«»
	 '••••
SAMPLE 6
POINT 1
900-2100
171
31
150

1998
11
10
220
190
3- 70
12.10
0.16
0.33
0.05
0.12
0.70
0.02
<0.10
<0.02
0.23
0.0181
<0.05
<0.05
NOTES:
    CD  POINT  1  SAMPLES TAKEN FROM  REGULATOR CHAMBER
         POINT  2  SAMPLES TAKEN FROM  TIDE  GATE CHAMBER

    C2)  ALL UNITS  ARE  MILLIGRAMS PER  LITER EXCEPT PH AND  THE FOLLOWING:
         TEMPERATURE    DEGREES CENTIGRADE
         COLIFORM DENSITY   FECAL COLIFORM ORGANISMS PER  100 MILLILITERS
         TURBIDITY    JACKSON TURBIDITY  UNITS
    (3)  SAMPLE     TYPE  OF SAMPLE
            1       DRY  WEATHEP-GRAB
            2       DRY  WEATHER-GRAB
            3       DRY  WEATHEP-GRAI)
            1       DRY  WEATHER-GRAN
            5       DRY  WEATHER-GP.AB
            6       DRY  WEATHER-
                    COMPOSITE
FLOW TO  INTERCEPTOR LINE CAPPPOX)
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED
FLOW NOT ESTIMATED

FLOW NOT ESTIMATED
                                       236

-------
The values of the mercury concentrations also show a time
dependent variation and in both sampling periods, the highest
values occurred at the 12 noon sample which may indicate that
the discharge of the mercury into the sewer lines was probably
associated with industrial batch processes.  This matter is
being investigated.  Due to lack of extensive rainfall during
the scheduled sampling period, wet weather sampling was not
performed at this regulator

The other regulator sampled was the Newtown Creek Regulator
(No. B-l), a large regulator designed for dry weather flow of
approximately 50 MGD.  A land use map for this regulator is
given in Figure 51, and Table 14 shows demographic charac-
teristics of the drainage basin.  This drainage area is
approximately 90% residential.  The land use map shows that
an industrial area immediately surrounds the regulator with
residential areas extending outward from the edge of the
industrial area.  A location plan of the regulator is shown
in Figure 52, and Figure 53-A shows the hydraulically operated
sluice gate at the regulator while Figure 53-B shows the
outfall of the regulator   The results of the 12-hour and  24-
hour  samplings  are given in Tables 15 and 16, respectively

During the 12-hour sampling conducted on March 1, 1972, the
flow was reasonably uniform throughout the day with a slight
increase noted at 6 P.M.  Flows were estimated (by measuring
liquid height) to be approximately 35 MGD during the uniform
flow period and approximately 50 MGD at the 6 P.M. peak.  No
precipitation or bypass flow occurred during sampling.  Strong
gaseous odors were evident from the overflow line manhole
opening during the sampling period.  During the 24-hour sampling
which occurred on March 8 and 9, 1972, the flow during the
day was fairly uniform and comparable to the previous sampling
performed on March 1, 1972, with increased flow again
occurring at 6 P.M.  During the early morning hours of March
8, a light precipitation occurred with a slight overflow
being observed at 9 A.M.  As with the Bayonne regulator,
large variations in pollutant concentrations occurred between
daytime, nighttime, and early morning hours.  This holds true
not only for the parameters of usual interest such as total
suspended solids and BOD, but also for many of the heavy
metals such as chromimum, nickel, and copper

The Commission also conducted two wet weather sampling
surveys at the Newtown Creek Regulator (No. B-l)-  Analytical
data was developed from the samples taken during two storm
periods, April 13 and June 16, 1972.   The analytical data for
the April 13, 1972, storm is shown in Table 17   The storm
flow and pollution loading characteristics during this storm
are shown in Table 18, and Figures 54, 55, and 56 show total
suspended solids, BOD, and oil and grease concentrations as

                         237

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                                    ,.,• *T--%«VtV^

                                    'f. '?'£/?&$£'fMtSi/fX
                                    •  yfy 'f '-f -?• •*• t/i>/?'V "
                                    .|T*+, "• . * . * . N.v^tAi,
239

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                     TABLE 14


             LAND USE AND DEMOGRAPHIC

        CHARACTERISTICS OF DRAINAGE BASIN

        (Regulator B-l) (Newtown Creek)

Population                           N/A

Area (Acres)                        1408

Population Density

Land Use

     % residential                    80
     % commercial                      0
     % industrial                     15
     % other                           5

Streets

     Total Length (Miles)             83

Estimated number of catch basins    1400
                        241

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           SANITARY
           CONNECTING
           CHANNEL
•TO  MORGAN  AVE.
TO VARICK AVE.-
         FIG. 52   LOCATION   PLAN
         REG. B-l JOHNSON AVENUE
         EAST OF MORGAN AVENUE
                  242

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 FIG.  53-A,   HYDRAULICALLY OPERATED SLUICE GATE AT REGULATOR B-l,
             JOHNSON AVENUE EAST OF MORGAN AVENUE, BROOKLYN,  NEW YORK
FIG. 53-B,  OUTFALL FOR REGULATOR B-l, JOHNSON AVENUE EAST OF MORGAN
            AVENUE, BROOKLYN, NEW YORK
                                243

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                     TABLE 15   ratOUUTOH B-l,  JOHHSON AVSKUS IABT OF MOROAfl AVENUE

                           my VSAXKER SAKPLITO RJ8ULT8 KR MARCH 1, 1972
SUMMARY OF THE ANALYSES  OF  SAMPLES  TAKEN WITHIN
NEWTOWN CREEK DRAINAGE AREA     REGULATOR:   B-l
JOHNSON AVENUE EAST  OF MORGAN AVENUE
UROOKLYN       NEW YORK
DISCHARGE WATERWAY:   NEWTOWN CREEK

DATE OF SAMPLING:   3/  1/72
    i.s.c. WATER CLASSIFICATION:  B2

    NUMBER OF SAMPLES TAKEN:   6
SAMPLED BY:   INTERSTATE  SANITATION COMMISSION
ANALYSES PERFORMED  BY:   INTERSTATE SANITATION COMMISSION
I.S.C. INVESTIGATION  NUMBER:   8897

PARAMETER

TOTAL SUSPENDED SOLIDS 	
SETTLEABLE SOLIDS 	
COLIFORM DENSITY 	
BIOCHEMICAL OXYGEN DEMAND 	
TEMPERATURE 	
PH 	
CHLORIDES 	
TOTAL CARBON 	
TOTAL ORGANIC CARBON 	
OIL AND GREASE 	
TURBIDITY (UNSETTLED SAMPLE) ..
TURBIDITY (SETTLED SAMPLE) ....
ORTHO PHOSPHATE P 	
AMMON I A N 	
NITRITE N 	
NITRATE N 	
COPPER 	 	
ZINC 	
CHROMIUM 	
LEAD 	
NICKEL 	

MANGANESE 	
MERCURY 	
SILVER 	
COBALT 	
SAMPLE 1
POINT 1
0900
185
69
)C!li!)C)l:i!IK
211
15.5
7.6
113
150
137
I! 1III XI! I! it II
78
55
6.03
10.00
0.27
1.12
XXXXXXXX
if XXXXXXX
l!K»)l»»il)l
!!)! 1(1! XX >!!t
XXXXXKXlf
»»:t!i)tx»:i
xxxxxxxx
XXXXXXXX
XXXXXXXX
XX XX XX XX
SAMPLE 2
POINT 1
1200
148
66
15000
216
16.0
7.9
208
180
168
53.1
76
67
3.58
7.30
0.25
1.05
1.75
1.12
0,90
<0.20
0.70
0.16
0.08
XMXX1CXKX
0,10
<0.05
SAMPLE 3
POINT 1
1500
112
68
XXXXKXXX
201
17.0
8.0
177
137
126
MH KH Hit }()t
58
50
2.83
5.50
0.29
1.12
XXXXXHXX
IfllXXXXXX
XXXXXKXX
Jilt ic i< KX>C<
XIIXIDIXXX
XIUIXXXXX
XX XX XXX X
XKKXXXXK
xxxxxxxx
II 11 KICK Hi: II
                                                               SAMPLE  1 SAMPLE  5 SAMPLE  6
                                                               POINT   1 POINT   1 POINT   1
                                                                    1800      2100 0900-2100
                                                                      92
                                                                      56
                                                                   80000
                                                                     183
                                                                    15.0

                                                                     118
                                                                      95
                                                                      83
                                                                    25.8
                                                                      52
                                                                      17
                                                                    2.11
                                                                    6.80
                                                                    0.18
                                                                    0.79
                                                                    0.15
                                                                    0.66
                                                                    0.55
                                                                   <0.20
                                                                    0.01
                                                                    0.06
                                                                    0.06
                                                                XX It XX XXX
                                                                    0.02
                                                                   <0.05

NOTES:
    (1) POINT  1  SAMPLES  TAKEN  FROM REGULATOR CHAMBER
        POINT  2  SAMPLES  TAKEN  FROM DIVERSION CHAMBER

    (2) ALL UNJTS ARE  MILLIGRAMS  PER  LITER  EXCEPT  PH ANDJHE  FOLLOWING:
        TEMPERATURE    DEGREES  CENTIGRADE
        COLIFORM DENSITY  -  FECAL  COLIFORM ORGANISMS  PER 100 MILLIL1TERS
        TURBIDITY   JACKSON  TURBIDITY  UNITS
    (3) SAMPLE   TYPE  OF  SAMPLE
           1     DRY WEATHER-GRAB
           2     DRY WEATHER-GRAB
           3     DRY WEATHER-GRAB
           1     DRY WEATHER-GRAB
           5     DRY WEATHER-GRAB
           6     DRY WEATHER-
                 COMPOSITE
FLOW TO INTERCEPTOR LINE (APPRClX)
 35    MILLION GALLONS PER DAY
 35    MILLION GALLONS PER DAY
 10    MILLION GALLONS PER DAY
 10    MILLION GALLONS PER DAY
 35    MILLION GALLONS PER DAY

 37    MILLION GALLONS PER DAY
     172
      95
xxxxxxxx
     223
    15.5
xxxxxxxx
     119
      96
      81
xxxxxxxx
xxxxxxxx
xxxxxxxx
    1.30
    1.70
    0.15
    0.60
xxxxxxxx
XX XX11XXX
xxxxxxxx
XXXXII
XXXXIi
XXXXII
XXXX)
XXXX)
XXXXXXX
X )t X X X X X
                                           XXX i
                                           xxx t
                                           xxx :
                                           xxx :
                                           xxx c
                                                 xx:t!ii:x;:x
                                                 xxxxxxxx
                                                 XX XX XX XII
                                                      193
                                                 xxxxxxxx
                                                 xxxxxxxx
                                                      161
                                                      135
                                                      122
xxxxxxxx
    2.96
    0.60
    0.28
    0.90
    1.30
    0.80
    0.75
   <0.20
    0.01
    0.12
    0.06
xxxxxxxx
    0.02
   <0.05
                                      245

-------
                     TABLE 16 - REGULATOR B-l, JOIINSON AVENUE EAST OF MORGAN AVENUE

                            DRY WEATHER SAMPLING RESULTS FOR MARCH 8, 9,  1972


SUMMARY OF  THE  ANALYSES OF  SAMPLES  TAKEN WITHIN
NEWTOWN CREEK  DRAINAGE AREA      REGULATOR:  B-l
JOHNSON AVENUE  EAST OF MORGAN AVENUE
BROOKLYN          NEW YORK

DISCHARGE WATERWAY:   NEWTOWN CREEK    I.S.C. WATER  CLASSIFICATION:  D2

DATE OF SAMPLING:   3/8/72   e  3/9/72    NUMBER OF SAMPLES TAKEN:  11

SAMPLED DY:  INTERSTATE SANITATION  COMMISSION
ANALYSES PERFORMED UY: INTERSTATE  SANITATION COMMISSION
I.S.C.  INVESTIGATION NUMBER: 8902
PARAMETER
TOTAL SUSPENDED SOLIDS .....
SETTLEABLE  SOLIDS  ..........
COLIFORM DENSITY  ...........
BIOCHEMICAL  OXYGEN DEMAND ..
TEMPERATURE  ................
PI! .........................
CHLORIDES  ..................
TOTAL CARBON ...............
TOTAL ORGANIC  CARBON .......
OIL AND GREASE .............
TURUI DITY(UNSETTLED SAMPLE)
TURBIDITYCSETTLED  SAMPLE) ..
ORTIIO PHOSPHATE   P ........
AMMON 1 A  •
Ml TRITE
NI TRATE
COPPER
ZINC
CHROMI LIM
LEAD
NICKEL
CADMI UM
MANGANESE
MERCURY
SILVER
C011ALT
SAMPLE 1
POINT 1
3/8-0900
168
78
153
11.0
d.7
87
77
55
I'l
2.17
6.80
0.18
0.85








SAMPLE 2
POINT 1
3/8-1200
151
16
<1000
139
11. 0
6.9
82
73
26 . 1
57
17
2.11
5.20
0.18
0.79
1 . 00
0 . 76
1 .95
<0 . 20
0.80
0.08
0. 08
<0.0001
<0.05
<0.05
SAMPLE 3
POINT 1
3/8-1500
116
12
253
16. 0
9. 2
167
151
60
52
2.17
f.70
0. 20
0.75
" * *







SAMPLE 1
POINT 1
3/8-1800
191
82
3000
221
16. 0
7.9
118
110
31.6
69
62
2.60
7.10
0.15
0.56

0.61
0 . 65
<0. 20
0. 50
0.06
0.06
<0.0001

-------
                                  TABUt  16 - (CONTINUED)
PARAMETER
SAMPLE 7  SAMPLE 8
 POINT I   POINT 1
3/8-21(00  3/9-0300
SAMPLE 9  SAMPLE 10
 POINT 1   POINT  1
3/9-0600   3/9-0900
SAMPLE 11
 POINT  1
 3/8-2100
   TO
 3/9-0900
TOTAL SUSPENDED SOLIDS  	
SETTLEABLE SOLIDS  	
COLOFORM DENSITY  	
BIOCHEMICAL OXYGEN DEMAND  ..
TEMPERATURE	
PH 	
CHLORIDES		
TOTAL CARBON 	
TOTAL ORGANIC CARBON  	
OIL AND GREASE 	
TURBIDITYCUNSETTLED SAMPLE)
TURBIDITYCSETTLED  SAMPLE)...
ORTHO PHOSPHATE -  P 	
AMMON IA   N 	
NITRITE - N 	
NITRATE - N 	
COPPER	
ZINC 	
CHROMIUM 	
LEAD	
NICKEL	
CADMIUM 	
MANGANESE 	
MERCURY 	
SILVER 	
COBALT 	
46
12
>100000
110
1"I.O
7.3
it »x lent >:»
67
56
12.3
38
32
1.85
7.60
0.16
0.56
0.15
0.61
0.15
<0.20
0.10
0.08
0.01)
<0.0001
<0.05
<0.05
26
6
!C !!»>[»!(!(><
39
12.0
7.9
K KiilClt Kill!
11
31
SEXXX XX »X
21
16
1.53
1.80
0.13
0.60
x::]:n KM x;t
XXXXXXXX
ic )cx )!):::!:)!
XX K»l! KICK
KXXXXXXX
:::::;;:n:::::;
K:::t::)::::;K
XXXXXXXX
KXXXXXXX
xxiixxxxx
38
10
>100000
13
11.0
5.6
XHXXXXXX
32
28
9.0
xxxxxxxx
XXXXXXXX
<0.01
6. to
0.15
0.58
0.10
0.78
0.10
<0.20
<0.10
0.10
0.10
<0.0001
<0.05
<0.05
113
35
>100000
172
11.5
itxxxxxxx
!:K)t)c:iK):ii
99
91
XKXXICXXX
77
75
2.60
13.10
0.10
0.90
KXXXXXXK
::KKK::::KK
xx xx xx xx
KK: xx xxx
xx : XXXKX
xx: KXKKI:
XX: XX XXX
;:«j xxxxx
::K: :i ;::;::::
;t!i:c
                                                  87
                                                  19
                                           xxxxxxxi:
                                                102
                                           xxxxXKxx
                                           xx::xxxxx
                                           X XX K :>XX!!
                                                  61
                                                  56
                                           9t)( :c::x:f j:ic
                                                  15
                                                  12
                                               0.71
                                              10.90
                                               0.22
                                               0.52
                                               0.15
                                               0.70
                                               0.20
                                              <0.20
                                               0.10
                                               0.10
                                               0.06
                                             0.0001
                                              <0.05
                                              <0.05
NOTES:
    CD POINT 1 SAMPLES  TAKEN  FROM  REGULATOR  CHAMBER
        POINT 2 SAMPLES  TAKEN  FROM  DIVERSION  CHAMBER

    (2) ALL UNITS ARE MILLIGRAMS  PER  LITER  EXCEPT  PH  AND  THE  FOLLOWING:
        TEMPERATURE - DEGREES  CENTIGRADE
        COLIFORM DENSITY  -  FECAL  COLIFORM ORGANISMS PER 100 MILLILITERS
        TURBIDITY   JACKSON  TURBIDITY  UNITS
    C3) SAMPLE   TYPE OF SAMPLE
           1     DRY WEATHER-GRAB
           g     DRY WEATHER-GRAB
           3     DRY WEATHER-GRAB
           1     DRY WEATHER-GRAB
           5     DRY WEATHER-GRAB
           6     DRY WEATHER
                 COMPOSITE
           7     DRY WEATHER-GRAB
           8     DRY WEATHER-GRAB
           9     DRY WEATHER-GRAB
          10     DRY WEATHER-GRAB
          11     DRY WEATHER-
                 COMPOSITE
 FLOW TO INTERCEPTOR LINE CAPPROX)
    50    MILLION GALLONS PER DAY
    10    MILLION GALLONS PER DAY
    35    MILLION GALLONS PER DAY
    35    MILLION GALLONS PER DAY
    30    MILLION GALLONS PER DAY

    12    MILLION GALLONS PER DAY
    30    MILLION GALLONS PER DAY
    30    MILLION GALLONS PER DAY
    30    MILLION GALLONS PER DAY
    35    MILLION GALLONS PER DAY

    31    MILLION GALLONS PER DAY
                                247

-------
                     TABLE 17   REGULATOR B-l, JOHNSON AVENUE EAST OF MORGAN AVENUE

                            WET WEATHER SAMPLING RESULTS FOR APRIL 13; 1972
SUMMARY OF THE- ANALYSES OF SAMPLES  TAKEN WITHIN
NEWTOWN CREEK  DRAINAGE AREA     REGULATOR:    Bl
JOHNSON AVENUE  CAST OF MORGAN AVENUE
DROOKLYN           NEW YORK
DISCHARGE WATERWAY:   NEWTOWN CREEK

DATL OF SAMPLING:   't/13/72
                                        I.S.C. WATER  CuASSIFICATION:   132

                                        NUMBER OF SAMPLES  TAKEN:  12
5AMPLLD BY:  INTERSTATE SANITATION COMMISSION
ANALYSES PERFORMED UY: INTERSTATE SANITATION COMMISSION
I.S.C. INVESTIGATION NUMBER: 895!)
PARAMETER
TOTAL SUSPENDED  SOLIDS 	
SLTTLI'AliLE SOLIDS  	
COLOFORM Dt-.NSITY  	
IIIOCHI:MICAL OXYGEN  DEMAND ..
TEMPERATURE 	
Pll	
CHLORIDES	
TOTAL CARBON	
TOTAL ORGANIC  CARBON  	
(11 I  AND GREASE  	
TUR1HDITYCUNSETTLED SAMPLE)
TURIUOITYCSETTLED  SAMPLE) ..
ORTHO PHOSPHATE    P 	
AMMONIA   N .	
          N	
          N	
NITRITE
NITRATK
COPPI'R  . .
ZINC ....
CHROMIUM
LEAD
NICKEL  ..
CADMIUM .
MANGANI.SE
MI.RCURY .
SILVER
COIiALT  . .
SAMPLE 1
POINT 2
1035
1505
1522
21)2
I::;:::::::::;::
32
6
It
70
U5

„„ , 	 c,.
	 r,.








<0.05
!:
37
12
11
8970. 9
98
60

.» *. «( <> .> .. i>



. 82
0. 35i
1 . 1)0

0. 08
0 . 12
<0.05
<0.05
SAMPLE 3
POINT 2
1055
1831
1759
275
,.,„.. 	 ,(::
39
8
8
1031. 3
65
i)D

	 	 	 ,,.„


0 . 30
0. 82
0.55
0. 1)0
0 . 30
0.08'
0.08
<0.05
<0.05
SAMPLE 1)
POINT 2
1110
561)
D97
215
::!:;:;:::»::::
39
7
7
163. t
61
D5




o . 30
0. 70
0 . 50
0 . 20
o . 30
0.06
0. 08
<0.05
<0.05
SAMPLE 5
POINT 2
1125
388
27')
186
::::::;::::::;::
11
7
6
80
50

;,.; 	









:::::;::::::::::
::::::»::::::::
SAMPLE 6
POINT 2
1155
323
201
	 123
x :::::: ::::.•»:
32
It
3
65
i) 1

".'.'.'.','.'/.'.','.'.'.'.'.



0 . 1)1)
0. 35
0 . 20
0 . 20
0 . 06
O.Ob
<0.05
<0.05
                                       248

-------
PARAMETER
                                   TABIiE 17 - (CONTINUKD)
                        SAMPLE   7 SAMPLE  8 SAMPLE  9 SAMPLE  10  SAMPLE  11  SAMPLE 12
                         POINT   2  POINT  2  POINT  2  POINT   2   POINT   2   POINT  2
                             1225      1255      1325       1125       1525       1655
TOTAL SUSPENDED SOLIDS 	
SETTLEABLE SOLIDS 	
211
116
BIOCHEMICAL OXYGEN DEMAND 	 120
TEMPERATURE 	 :::::::::::::::; i;::
CHLORIDES 	
TOTAL CARBON 	
TOTAL ORGANIC CARBON 	
TURBIDITYCUNSETTLED SAMPLE). . . .
TURBIDITYCSETTLED SAMPLE) 	
ORTIIO PHOSPHATE P 	 '•
AMMON I A N 	 •
NITRITE H 	 =
NITRATE N :
COPPER 	 :
ZINC 	 :
CHROM I UM 	 	 	 :
LEAD 	 :
MICKEL 	 :
CADM I UM 	 '•
MANGANESE 	 !
MERCURY 	 f
SILVER 	 :
COBALT 	 ••
NOTES :
CD POINT 1 SAMPLES TAKEN FRO
32
6
«

::

; ;;:
::::
::::
; ;;j

M REG
50
32
: :: ::::
' :; ::::

::

ULATOR




::::::
0
0
0
<0
0
<0
0
0.0
<0
<0
CM
218 237
l8l 169
86 liJ5
32 61
1 8
3 8
50 53
31 in
::::x ::::::"::::::;:
. 15 :::::: »::::::>:
'.26 ::::«!!::«««
.25 >••»«"•«"««
.20 ::::::::::::::::
.20 MKXKK::::!:
.02 >":i!»xsHK
.01) ::::::::::::::::
OOH '•'•"•" """""
.05 "••••>••••••••«•."••
.05 "">""""":
AMBER
135
80
	 158
62
11
11
52
	 13
0.55
0.98
1.15
<0.20
0.70
0.16
0.08
0.0007
<0.05
<0.05
132
80
1C3
:::::: ::M :::;;:
59
11
11
'16
1)0
x:::: ::::::::::
::::::::::::::::

:::t «::::::»»
»::::::;:::::»
:::::;:;::::::::
157
17
	 ]13
111
11
11
82
67
::::;::: :::::::
::::::;: :;:::::
0.85
1.16
1.35
0.20
0.80
0.16
0.08
0. OOOl)
<0.05
<0.05
    C2)
    C3)
         ALL UNITS  ARE  MILLIGRAMS PER LITER EXCEPT PH AND THE  FOLLOWING!
         TEMPERATURE    DEGREES CENTIGRADE
         COLIFORM DENSITY    FECAL COLIFORM ORGANISMS PER 100 MILLILITERS
         TURBIDITY    JACKSON TURBIDITY UNITS
SAMPLE     TYPE OF  SAMPLE      FLOW
   1      WET WEATHER-GRAB     13
   2      WET WEATHER-GRAB     53
   3      WET WEATHHR-GRAU     63
   i)      WET WEATHL:R-GRAB     80
   5      WET WEATHER-GRAB     95
   6      WET WEATHER-GRAB    119
   7      WET WEATHER-GRAB    130
   8      WET WEATHER-GRAB    121
   9      WET WEATHER-GRAB     88
  10      WET WEATHER-GRAB     23
  11      WET WEATHER-GRAB     ("SEE
  12      WET WEATHER-GRAB     CSEE
TO RECEIVING WATERWAY (APPROX)
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
MILLION GALLONS PEP DAY
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
MILLION GALLONS PER DAY
NOTE D
NOTE 1)
         NO BY-PASS:   FLOW  IN  DIVERSION CHAMBER THROUGH REGULATOR TO
         INTERCEPTOR  LINE
                                         249

-------
                                                   TABLE 18   REGULATOR B-'-, JOHKSOH AVE. EAST OF HORGAJ,' AVE.




                                         STORM FLOW K!D POLLUTIOr! LOADIHG CHARACTERISTICS DIKING STORM OF APRIL 13, 1972



Sample
Number


1

2

3

l,

5

tO 6
m
0 7

3

9

10

ll

12



Time
(E.S.T.)
1005

1035

lo45

1055

1110

1125

1155

1225

1255

1325

1425

1525

1655



Interval
(\<.Ln. )

30

10

10

15

15

30

30

30

30

60

60

90

Avg.
Dry
Vei'thtr
Flow
^CFS)
60

60

60

60

60

59

59

58

58

58

58

56

56



Runoff
..(CFS)
56

94

112

120

146

165

111

247

258

24l

138

60

20


Totaa.
Flow
(CFS)
116

154

172

180

206

224

270

305

316

293

196

116

76



By -Pa:
(CFS;
0

38

56

64

90

108

154

189

200

177

80

0





3S By-Pass
) (MOD)
0

25

36

41

58

70

100

122

129

115

52

C

(SEE MOTE
Avg.
By-Pass
During
Interval
JMGD)

13

31

39

50

64

85

111

126

122

84

26


A)



T.S.S.
(Mg/L)
425*

1595

8759

1851

564

388

323

214

248

237

135

132

157
Avg.
T.S.S.
During
Interval
(Mg/L)

1010

5177

5305

1208

476

356

269

231

243

186

134

145




T.S.S.
( Lbs . )

2269

9244

11917

5219

2632

5229

5160

5030

5123

54OO

1204






B.O.D.
(Mg/L)
210*

242

428

275

215

186

123

120

86

145

158

163

143
Avg.
B.O.D.
During
Interval
(MS/L)

226

335

352

245

201

155

122

103

116

152

162

153




B.O.D.
(Lbs.)

508

598

791

1058

nn

2277

234o

2243

2445

4413

1456




Oil
and
Grease
(Mg/L)
36*

47

8971

1031

163

no*

55*

38*

37*

36*

34*

32*

29*
Oil Sc
Grease
During
Interval
(ite/D

42

4509

5O01

597

137

83

47

38

37

35

33

31


Oil
and
Grease
(Lbs.)

94

8051

11234

2579

758

1219

901

827

780

1016

297



                                                       Total By-Pass Loading                          58,427                     19,24o                    27,756






NOTES:



        Regulator Capacity is estimated to be  116  CFS.  By-Pass (CFS)   Total Flow (CFS)   Regulator Capacity (CFS).



        *Value obtained fron extrapolated data.




        A)  ?<'o By-Pass   Flow in diversion Aamher passing through regulator to interceptor line.

-------
to
Ul
                                                                                                                 FIG. 54
                                                                                                 FOR REGULATOR  B-l DRAINAGE BASIN
                                                                                                TOTAL  SUSPENDED SOLIDS  VERSUS TIME
                                                                                                   DURING STORM OF APRIL  13,1972
                                                                                                                                         -0,000
                                                                                                                                         - 9,000
                                                                                                                                         -8,000
                                                                                                                                         -7,000
                                                                                                                                         -6,000
DATA  POINTS:
  0  -  DRY WEATHER SOLIDS
  A  -  WET WEATHER SOLIDS
TOTAL  SUSPENDED  SOLIDS
    DURING STORM  OF
     APRIL  13, 1972
                                      EXTRAPOLATED PORTION  OF CURVE
                                                                                                      ESTIMATED FLOW RATE
                                                                                                       DURING STORM OF
                                                                                                        APRIL  13, I97Z
                                                                                                      BY-PASS OCCURS ABOVE 115.5  CFS
                                                                                                               ESTIMATED AVERAGE
                                                                                                                   DRY WEATHER
                                                                                                                    FLOW RATE
                             23456     789    10
                                                                                                                   in
                                                                                                                   o

                                                                                                                   I

                                                                                                                   d


                                                                                                                   LJ

-------
                                             0.3-
to
01
CO
 320


300


280


260


240


220


200
                       g> 180-
                       u

                          160-
                       tt
120


100


80


60


40


20
                                             0.0-
                                                                                                    FTC.55
                                                                                     FOR REGULATOR B-l DRAMAQE BASIN
                                                                                           a 0. D. VERSUS  TIME
                                                                                      DURING STORM OF APRL 13, 072
                                     MTA POINTS

                                        0 -  DRY WEATHER BOD.

                                        A -  WET WEATHER B-O.D
                                                                                                           BO.D
                                                                                                      DURNG STORM  OF
                                                                                                      APRIL  13,   1972
          	EXTRAPOLATED PORTION  OF  CURVE
                                                                                                                   /VERASE  BOD.
                                                                                                               DRY WEATHER FLOW
            ESTMATED FLOW  RATE
              DURING STORM  Of
               APRIL  13, 1972
/T~^ BY-PASS OCCURS ABOVE  115.5 CFS
                                                                                                                    ESTIMATED A/ERAGE
                                                                                                                       DRY  WEATHER
                                                                                                                        FLOW RATE
                                       TIME  (HOURS)
                                         - I.OOO
                                          9OO
                                          800
                                          TOO
                                         - 6OO

                                         - 500

                                         - 4OO

                                         - 3OO
                                                                                                                      200  3
                                                                                                                      100
                                                                                                                      9O
                                                                                                                      80
                                                                                                                      70
                                                                                                                      60

                                                                                                                      50

                                                                                                                     • 4O

                                                                                                                      30
                                                                                                                                              - 20
                                                                                                                                                     o
                                                                                                                                                     aa
                                                                         K>
                                                                                             14
                                                                                                       16
                                                                                                            17
                                                                                                                 13   19
                                                                                                                          2O   21
                                                                                                                                    22   23

-------
tc
Ul
                                                                                                                           FIG. 56
                                                                                                            FOR REGULATOR B-|  DRAINAGE BASM
                                                                                                              OIL AND GREASE VERSUS TINE
                                                                                                             DURNG STORM OF APRIL 13,  1972
                                                                                                                                             -7,ooo
                                                                                                                                             -6,000
                                                                                                                                             -5,000
                                                                                                                                             - 4,000

                                                                                                                                             -3,000


                                                                                                                                             -2,000
OL AND GREASE
asms STORM OF
APRIL  13,  1972
DRY WEATHER OIL AND GREASE

WET WEATHER OL AND GREASE
                                            EXTRAPOLATED PORTION  OF LINE
                                                                                                           ESTIMATED FLOW RATE
                                                                                                             DORMS STORM OF
                                                                                                              APRIL 13. 1972
                                                                                                     /	BY-PASS OCCURS ABOVE 115.5 CFS
                                                                                                                     ESTIMATED AVERAGE
                                                                                                                        DRY WEATHER
                                                                                                                         FLOW RATE
                                                                                               A/ERAGE
                                                                                       OIL AND GREASE
                                                                                  DURING DRY WEATHER FLOW
                                                5678     9    10
                                                                                  12    13    14   15    IS   17   B   19   20   21    22   23

-------
a function of time, respectively.  An explanation of the
column headings and the method of calculation for the
various columns in Table 18 are found in Appendix B.
Appendix D also lists the terms used in Tables 18 and 20

Analytical data for the storm that occurred on June 16, 1972,
is presented in Table 19.  The storm flow and pollution
loading characteristics of the storm are given in Table 20
and the total suspended solids, BOD, and oil and grease
concentrations are given as a function of time in Figures
57, 58, and 59, respectively

Estimates of storm runoff for both storm periods were
calculated using the rational method.  This method probably
is the most prevalant one currently used in the United States
to estimate the quantities of storm water runoff (23, 24)
The rational formula relates runoff to rainfall in the
following manner:

                     Q = CIA

             where:  Q = peak runoff
                     C = runoff coefficient
                     I = average rainfall intensity
                     A = drainage area

The runoff coefficient "C", is the least known quantity in
the rational equation.  It is not easily determined since
it includes the effects of several variables such as
infiltration capacity, interception by vegetation,  and
storage in depressions or rooftops.  The coefficient repre-
sents a fixed ratio of runoff to rainfall in the equation
but in reality it varies as a function of time during a
storm, from storm to storm, and with the seasons.

Presently, there is no precise method for evaluating the
runoff coefficient, although studies have been reported in
this area (25)   Common engineering practice is to utilize
average values of the coefficient for various surface condi-
tions.  Values of the coefficient reported in the literature
(23, 26, 27, 28) for urban areas range from 0.70 -  0.95.
It should be noted that in highly urbanized regions with
high percentages of impervious surfaces, the choice of "C"
becomes more reasonable as "C" approaches unity and the
application of the rational method becomes more suitable.

During this study, the initial value of the runoff  coeffi-
cient was chosen to be 0.55 (a conservative value)  and was
incremented by 0.04 for each hour of rainfall to account
for further runoff following saturation of the surface.
The total flow during each increment was determined by

                         257

-------
             TABLE IS - REGULATOR B-l, JOHNSON AVENUE EAST OF MORGAN AVENUE

                      WET WEATHER SAMPLING RESULTS FOR JUNE 16, 1972
SUMMARY OF THE ANALYSIS OF SAMPLES TAKEN WITHIN
NEWTOWN CREEK DRAINAGE AREA     REGULATOR:  B-l
JOHNSON AVENUE EAST OF MORGAN AVENUE
BROOKLYN          NEW YORK
DISCHARGE WATERWAY:   NEWTOWN CREEK  I.S.C.  WATER CLASSIFICATION:

DATE OF SAMPLING:     6/16/72        NUMBER OF SAMPLES TAKEN:   E

SAMPLED BY:   INTERSTATE SANITATION COMMISSION
ANALYSES PERFORMED BY:   INTERSTATE SANITATION COMMISSION
I.S.C.  INVESTIGATION NUMBER:  9035
                                                                  B2
PARAMETER
TOTAL SUSPENDED SOLIDS 	 	
SETTLEABLE SOLIDS 	 	
BIOCHEMICAL OXYGEN DEMAND 	
PH 	 	 	 	
CHLORIDES 	
TOTAL CARBON 	 	
TOTAL ORGANIC CARBON 	 	
OIL AND GREASE 	
TURBIDITY CUNSETTLED SAMPLE) ...
TURBIDITY (SETTLED SAMPLE) .....
ORTHO PHOSPHATE P

NITRITE N 	
COPPER 	
ZINC 	 	 ....
CHROMIUM 	
LEAD 	
NICKEL 	
C ADM I UM 	
MANGANESE 	
MERCURY 	
S I LVER
COBALT 	
SAMPLE 1
POINT 2
1540
531
1)86
173
:::!:::::tx:c::
32
:t:::::c :::;::;:
110
75
1)0
:;;;:::;:::: x:c

::;:;::::::;:::;
0 66
1 48
1 08
0 80
0 90
0. 03
0 15
0 0020
:::t]:!!i:i::<:i
xxx:::t:::::c
SAMPLE 2
POINT 2
1550
16801
16726
321
::»»:! ;:::;:::
35
:::: IE :::::::!::
4314
92
50
:::::: :::c :c ::::

:: i: :(:::i:: ic :i
0 72
2 09
0 88
1 00
1 30
0 08
0 22
0 0006

::»::i::t:::::c
SAMPLE 3
POINT 2
1600
2312
2144
165
;;;::: ::«::;:::
50
:c ::::;:::::::::
248
110
110
3c:::::e ::::::::

st ::::::;:::»::
1 49
1 65
1 21
0 80
1 7D
o 36
0 24
0 0010

:c ;:::::::::::::
SAMPLE 4
POINT 2
1610
20214
20157
272
::::;:::::::::::
29
:::c ::::::::::::
1216
83
59
»::::::::::::::

::::;:::::::::::
1 13
2 25
1 42
1 40
i Qn
0 28
0 22
o 007^4


                                     258

-------
                      TABLE X9    (CONTINUED)
PARAMETER
                       SAMPLE 5   SAMPLE 6
                        POINT 2    POINT 2
                           1625       1610
                                      SAMPLE 7  SAMPLE 8
                                       POINT 2   POINT 2
                                          1710      1730
TOTAL SUSPENDED SOLIDS 	
SETTLEABLE SOLIDS 	
COLIFORM DENSITY
BIOCHEMICAL OXYGEN DEMAND 	
TEMPERATURE 	
PH 	 , 	 ,
CHLORIDES 	
TOTAL CARBON
TOTAL ORGANIC CARBON

TURBIDITY (UNSETTLED SAMPLE)...,
TURBIDITY (SETTLED SAMPLE) 	

AMMON I A N 	 ,
NITRATE N 	
COOPER 	
ZINC 	
CHROMIUM 	
LEAD 	
NICKEL 	
CADMIUM 	 	
MANGANESE 	
MERCURY 	
SILVER .
COBALT 	
7601
7531

199
::::::::::::::::
:;::::;i:::::t:;
18

	

OH
39


, 	 ::::-;
o .67
1.55
1. 17
0.70
o. Ho
0.13
0. 11
. 0.0031

1128
1061

118
:::::::::;;:::;:
16

	 , 	

72
10


::::::::::::::::
0.69
1.66
1 13
1. 10
0.10
0.13
0.18
0.0023
:::::::::;;:::::

120
38?

82
:c :::::::: me i<
2 'I

...,.,.,,.,....,

50
26



0. 25
o. 83
o. 37
O.HO
o. 30
0.03
0.10
0.0015
::::::::;:::::::

1 ?0
qq

87
21



17
'15
2S



0 25
0 71
0.21
0. 10
0. 05
0.03
0.07
0.0011

NOTES :
    (1)
    C2)
    (3)
POINT
POINT
1 SAMPLES TAKEN FROM REGULATOR CHAMBER
2 SAMPLES TAKEN FROM DIVERSION CHAMBER
ALL UNITS ARE MILLIGRAMS PER LITER EXCEPT  PH AND  THE  FOLLOWING:
TEMPERATURE - DEGREES CENTIGRADE
COLIFORM DENSITY   FECAL COLIFORM ORGANISMS PER 100 MILLILITERS
TURBIDITY   JACKSON TURBIDITY UNITS
SAMPLE      TYPE OF SAMPLE      FLOW
   1       WET WEATHER-GRAB       289
   2       WET WEATHER-GRAB       287
   3       WET WEATHER-GRAB       286
   4       WET WEATHER-GRAB       281
   5       WET WEATHER-GRAB       278
   6       WET WEATHER-GRAB       267
   7       WET WEATHER-GRAB        32
   8       WET WEATHER-GRAB         1
                               TO RECEIVING WATERWAY (APPROX)
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                               MILLION GALLONS PER DAY
                                       259

-------
                                                        TABLE 20   REGULATOR B-i,  JOHHSOK AVE. EAST OF MORGAIJ AVE.




                                            STORM FLOW AND POLLUTION LOADING CHARACTERISTICS  DURING STORM OF JUNE i
                                                                                                                     1972


Sanrple
Number


1

2

3

4

5

6
bO
_. 7
O
8




Tine
(E.S.T.)
1530

15 4o

1550

l60O

1610

1625

l64o

1710

1730

1820


Interval
(Win.)

10

10

10

10

15

15

30

20

50


Total
Flow
(CFS)
100

ISO

512

54o

552

560

556

54o

512

116

By-Pass
Flow
(CFS)


64

396

424

436

444

440

424

396

0
1-
By-Pass
Flow
(MGD)


41

256

274

282

287

285

27 b

256

0
Avg.
By-Pass
During
Interval
(MGD)

21

149

265

278

285

286

280

265

128



T.S.S.
(Mg/L)
120*

531

16804

18524**

20244

76o4

1128

420

130

130»
Avg.
T.S.S.
During
Interval
(Mg/L)

326

8668

17664

19384

13924

4366

774

275

130



T.S.S.
(Lbs.)

391*

74392

269623

310392

342865

107886

37449

8395

4792



B.O.D.
Mg/L)
8O*

173

321

465

272

199

148

82

87

115*
Avg.
B.O.D.
During
Interval
(Mg/L)

127

247

393

369

236

174

115

85

90



B.u.D
(Lbs.)

154

2120

5999

5909

5811

4300

5564

2595

3318

Oil
and
Grease
(Mg/L)
33*

110

4314

2OOO**

1180

1100

1008

160**

47

27*
Avg.
Oil &
Grease
During
Interval
(Mg/L)

72

2212

3157

1590

11 40

1054

584

104

37

Oil
ani
Grease
(Lbs.)

87

18984

48135

2546c

28071

260^5

28256

3175

1364

                                              Total By-Pass Loading
                                                                                  1,156,188
35,770
179,630
NOTES:
          Regulator Capacity is estimated to be  Il6  CFS.  By-Pass (CFS)    Total Flov (CFS)    Regulator Capacity (CFS).



         •Extrapolated Value



        ••Interpolated Value




        A) Average Dry Weather Flov: 55-60  CFS during this period.

-------
                0.8 -
560-


520 -


480-


440-


4OO-


360 -


320-


280-


240-


200-


 160-


 120-


  80-


  40-
r 0.6 -
!!•«-
§0.2-
a.
n n .







u-° i i
14 15 16 17 18
TIME (HOURS)
                                                                                FIG. 57
                                                                 FOR  REGULATOR  B-l DRAINAGE  BASIN
                                                               TOTAL SUSPENDED  SOLIDS  VERSUS  TIME
                                                                  DURING STORM  OF JUNE  16,  1972
DATA  POINTS

  A       WET WEATHER  SOLIDS

  0       DRY WEATHER  SOLIDS
	EXTRAPOLATED  PORTION OF LINE
  ESTIMATED AVERAGE
   ^DRY WEATHER
      FLOW RATE
                                                            TOTAL SUSPENDED SOLIDS
                                                               DURING  STORM OF
                                                                 JUNE 16, 1972
                                                               ESTIMATED FLOW RATE
                                                                 DURING  STORM OF
                                                                   JUNE 16, 1972
BY-PASS OCCURS ABOVE 115.5 CFS
                                                                             AVERAGE
                                                                 TOTAL SUSPENDED SOLIDS
                                                                /DURING DRY  WEATHER FLOW
                        10    II    12   13     14    15   16   17    18   19   20   21    22   23   24
                                                                                                    -30,000
                                                                                                               - 20,000
                                      -10,000
                                      -9,000
                                      -8,000
                                      - 7,000
                                      -6,000

                                      - 5,000

                                      -4,000

                                      -3.OOO
                                                                                                    - 2,000
-1,000
-900
- 800
- 700
- 600

-500

- 4OO

- 300
                                      - 200
                                                                                                                100
                                             3
                                             o
                                             CO
                                             a

                                             i
                                             UJ

-------
                                             0.8 -
to
o>
CO
   560-


   520-


   480-


   440 -


   400-


£360-
o

£  32°"

K  280-

*
3  240-
u.

   200-


   160-


   120-


   80-


   40-
§ 0.6-
S|
t£.4-
Q- Z
o — •
S 0.2-
Q.
n n- 	









— 1__
                                                     14    15    16    f7
                                                     TIME (HOURS)
                                                                         18
                                        DATA  POINTS


                                           A      WET WEATHER BOD
                                           0      DRY  WEATHER BOD
                                                —EXTRAPOLATED POftiJON OF LINE
                                         ESTIMATED AVERAGE
                                           /DRY  WEATHER
                                              FLOW RATE
                                          TIME  (HOURS)

                                      7   8     9    10
                                                                                                             FIG. 58
                                                                                              FDR REGULATOR  B-l ORANAGE BASIN
                                                                                                    B. O. D.  VERSUS   TIME
                                                                                               DURMG STORM  OF JUNE  !6, 1972
                                                                                                         BOD
                                                                                                    DURING STORM OF
                                                                                                      JUNE 16, 197?
                                                AVERAGE  B 0. D
                                      DURING DRY  WEATHER FLOW
                                                                                                      ESTIMATED FLOW RATE
                                                                                                        DURING STORM OF
                                                                                                          JUNE 16, 1972
                                      BY-RftSS OCCURS ABOVE 115.5 CFS
12    13
         14
               15
                                                                                  16
                        17
                             18
                                  19
                                                                                                     20   21
                                                 ZZ   23   24
1,000
900
800
700
6OO

50O

400

300
                                                                                                                                           -  2OO !
100
90  o
80
70  m

60 „
50 "'

40


3O
                                                                                                                                             30
                                                                              10

-------
to
01
                           3 240-
                           h.

                              200-


                              160-


                              120-


                               80-


                               40-
        0.0-
               14   6   16   17
               TIME (HOURS)
                                                                         18
560-
520-
DATA POINTS
480-
0 - DRY WEATHER OL AND GREASE
440 - A - WET WEATHER OIL AND GREASE
400-
r~vrr?(\rw-tf ATf i) rvirTnf"*] CT i iff
	 t.A InArTJLAl tU rxJKMUIN Ur LJnt
£ 36°"
o
320-
UJ
t-
t oon _
K:
M
v
\


\
i



\
\
^








ESTIMATED  AVERAGE
  'DRY  WEATHER
    FLOW RATE
                                                                        FIG. 59
                                                         FOR REGULATOR B-l DRAINAGE BASM
                                                           OB. AND GREASE  VERSUS THE
                                                          DURING STORM OF JUNE  16.  1972
                                           TIME   (HOURS)

                                           8    9    10    II
                                                                                                     OIL AND GREASE
                                                                                                    ,DURNG STORM OF
                                                                                                       JUNE 16, 1972
ESTIMATED FLOW RATE
 , DURING STORM OF
    JUNE 16. 1972
-BY-PASS OCCURS ABOVE 115.5 CFS

                  A/ERAGE
   	OL AND GREASE
                                                                    DURNG DRY  WEATHER FLOW
                                                                                                                                            - 5,000

                                                                                                                                            • 4,000


                                                                                                                                             3,000


                                                                                                                                             2,000
                                                                                                      - 1,000
                                                                                                      - 900
                                                                                                      - 800
                                                                                                      - 700
                                                                                                      - 600

                                                                                                      - 500

                                                                                                      -400<

                                                                                                      - 300"
                                                                                                                                           - 200
                                                               12   13
                                                                        14
                                                                                  16    17    18    19
                                                                                                      20
                                                                                                               22   23   24
                                             o
                                             I

                                        - 100 o
                                         90
                                         80
                                        - 70
                                        - 60

                                        - 50

                                         40

                                        - 30
                                                                                                     - 20
                                                                                                     - 10

-------
calculating the runoff flow using the rational equation and
adding to that value the mean dry weather flow.  A plot of
these points versus time determined the shape of the total
flow curve during each of the two storms studied.  The
placement of the total flow curve on the time axis was based
upon the time of the observed initial bypass flow.  The
initial bypass was estimated to occur at 1.5 times the design
mean dry weather flow of 50 million gallons a day through the
regulator   Actually, there was a slight difference between
the observed time of initial bypass and the theoretical time
of bypass based upon runoff calculations.  This is probably
due to the fact that the rainfall data for the storms were
obtained at the National Weather Service station at Central
Park, a distance of approximately five miles from this
regulator

The total quantity of bypass for each storm was obtained by
numerically integrating the function represented by the
difference between total flow and initial bypass flow.

The two storms that were sampled were of distinctly different
characteristics.  During the storm which occurred on April 13,
1972, 0.97 inches of rain fell over a 9-hour period with a
peak intensity between 11 A.M. and 12 noon EST of 0.26 inches
per hour   As can be seen on Figure 54, the hydrograph of the
rainfall approximates a normal distribution and may be con-
sidered to be typical of a spring day-long rain storm.  The
storm previous to this occurred on April 4, more than a week
prior, during which 0.31 inches of rain fell.

The storm which occurred on June 16, 1972, was of a completely
different nature.  During this storm, a total of 1.31 inches
of rain fell and as can be seen from the hydrograph on Figure
57, the total rainfall occurred over a 4-hour period.  During
the initial two hours, 1.22 inches fell with the peak intensity
of 0.65 inches per hour occurring between 2 and 3 P.M. EST
This type of storm is perhaps typical of a summer thunder-
storm due to its high intensity and short duration.   In fact,
this storm has established a new record for rainfall on this
date.  The rainfall previous to the June 16 date occurred on
June 10, during which 0.19 inches of rain fell.  Trace
amounts of rain also fell on June 12, 13, 14, and 15, which
totaled approximately 0.01 to 0.02 inches.

An analysis of the total suspended solids, BOD, and oil and
grease values for both storms indicates that the nature of
the storm, i.e., its intensity and duration, has a large
effect upon the pollutants which are bypassed through the
regulator   The April 13 storm, which had a relatively long
buildup time, allowed the concentration of both parameters
(TSS and BOD) to be maximized prior to the peak flow and

                         267

-------
thus some of the "first flush" phenomena was diverted to the
treatment plant prior to bypassing.   In contrast, the June 16
storm had a high initial rainfall rate, such that the
maximum values of pollutant concentrations and flow rates
practically coincided.   For all practical purposes, all of
the "first flush" was discharged into the receiving waters
with little or none being diverted to the treatment plant.

In both cases, however, the concentration as well as poundage
of pollutants bypassed are very large.   For instance, on the
April 13 storm, 58,000 pounds of total  suspended solids,
19,000 pounds of BOD, and 28,000 pounds of oil and grease
were bypassed while on the more intense June 16 storm, over
1 million pounds of suspended solids, 36,000 pounds of BOD,
and 180,000 pounds of oil and grease were bypassed.  To gain
some insight into the magnitude of these values, consider
that during the June 16 storm, in 3  hours and 15 minutes of
bypassing, approximately 30 times as much suspended solids
were bypassed as are discharged from the treatment plant in
a full 24-hour normal dry weather flow  period.  BOD and oil
and grease discharges were also very high, especially in
light of the fact that the flow through this regulator is
only 25% of the total Newtown Creek  Treatment Plant flow.

As can be seen from the tables of analytical data, during
the wet weather flows,  some of the heavy metals appear to
have higher concentrations than during  dry weather-  In
particular, wet weather lead and mercury concentrations
appear to be significantly higher than  corresponding dry
weather values.  As seen in Tables 15 and 16, dry weather
lead concentrations  (8 values) are all  less than 0.20 Mg/L.
Wet weather analyses (see Tables 17  and 19) for lead show
concentrations ranging from less than 0.20 to 1.40 Mg/L
(16 values).  The analyses for mercury  during dry and wet
weather periods have shown a similar trend.  The dry weather
analyses for mercury (Table 19) show concentrations below
0.0001 Mg/L (5 values)   Wet weather concentrations of
mercury  (Tables 17 and 19) range from 0.0004 to 0.0074 Mg/L
(16 values).  It is interesting to note that during the
June 16 storm, the total quantities  of  lead and mercury
discharged were approximately 135 and 0.4 pounds, respectively
The increased concentration of these metals during wet
weather periods could be attributed to automobile exhaust
residues, vehicle drippings, and atmospheric scrubbing of
lead and mercury aerosol compounds.   However, even those
metals which show a lower concentration during storms  (due
to a dilution effect of the stormwater) still discharge
a considerable load into the receiving waters.

Treatment plants in general do not remove the large amounts
of heavy metals and thus the effect on the receiving waters

                          268

-------
should not differ appreciably whether these heavy metals
enter directly via bypass flow or indirectly through the
treatment plant effluent.  It should be noted that even if
means were developed to remove these heavy metals at treat-
ment plants  (which does not appear to be the general case),
this would only allow their removal during dry weather flow.
The heavy metals would continue to bypass the treatment plant
controls during wet weather flow periods.  Thus, it becomes
apparent that these heavy metals must be removed at their
source before entering the sewer system.  Essentially,
pretreatment, whether to remove heavy metals or other pollu-
tants, would reduce the load to treatment plants, minimize
concentrations in bypass flow, and tend to improve the quality
of receiving waters.

If the pollutant values associated with this regulator can be
considered representative of the type of bypassing that occurs
throughout the District, then some means must be found to
minimize the effects of combined sewers, for even though the
treatment plants in the District are being expanded and
upgraded, this upgrading may not achieve the desired results
since the wet weather bypassing may totally overwhelm the
receiving waters.  In fact, it may be that in determining the
efficiency of a treatment system, the results should be
evaluated on a systenrwide basis; i.e., not only the efficiency
of the treatment plant but the net discharge should be con-
sidered, including the bypass from combined sewers.  There-
fore, additional attention needs to be directed toward a
total system evaluation of effects, i.e., combined sewers
and treatment plants and a minimization of these effects
rather than on treatment plants alone.
                          269

-------
                       SECTION XVII

                      ACKNOWLEDGMENTS
The Interstate Sanitation Commission  is  indebted to the
officials of each of  the ten areas studied  in this report for
their cooperation in  supplying necessary data.  Special appre-
ciation is made to the officials  listed  below:
Bayonne, New Jersey

Department of Public Works
  Adam Lapinski, Director
  Fred James, Plant Superintendent - Water & Sewer Utilities
  John Adie, Assistant Plant Superintendent - Water and
    Sewer Utilities

Bayonne Planning Board
  Daniel Hensel, Senior Planner


Hoboken, New Jersey


Department of Public Works
  Raphael Vitale, Director
  Charles Schmidt, Plant Superintendent
  Victor Dauria, Plant Personnel

Housing Authority of the City of Hoboken
  M. Edward DeFazio, Executive Director


Jersey City, New Jersey

  James Dolan, Chief Engineer - Water and Engineering Division
  Robert Sobeck, Plant Superintendent

  Allen Cantor, Director - Division of Planning
  Nelson So Silver, Principal Planner - Division of Planning


West New York, New Jersey

Department of Public Works
  John Cendo, Commissioner
  Frank Oleri, Jr-, Plant Superintendent
                          271

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 New York City  Plants,  New York

 Environmental  Protection  Administration - Department of
 Water Resources,  Bureau of Water  Pollution Control
   Martin Lang,  Commissioner
   William J  Stampe, Administrative  Engineer
   Harman J  Smity,  Senior Civil Engineer
   Maurice F  Breen,  Senior Civil  Engineer - Sanitary
   Norman M.  Cherry,  Senior Civil  Engineer
   Martin J  Gelvand, Senior Civil Engineer
   Edward 0.  Wagner,  Acting Chief  - Division of Plant
                                   Operations
   William Fotopulis, Chief - Plant Services Section
   William Paulmeno,  Assistant  Civil  Engineer
   Ralph  Cohn, Assistant Mechanical Engineer
   The Newtown Creek  Regulator  Crew
   The Oakwood Beach  Regulator  Crew

 Yonkers,  New York

 Westchester  County Department  of  Environmental Facilities
   William Borghard,  Commissioner
   Ken Wolf,  Chief -  Regulator  and Pump  Station Maintenance
   The North  Yonkers  Regulator  Crew

 City  of  Yonkers - Engineering  Department
   Richard Aglietti,  Assistant  City Engineer

 City  of  Yonkers - Planning  Board
   Philip Pistone: Director

 The guidance and advice provided  by  the Project Officer,
 Mr- Albert W. Bromberg, and the Chief of  the Storm and
 Combined Sewer Technology  Branch,   Mr- Richard  Field, both of
 the Environmental Protection Agency, is acknowledged with
 sincere  appreciation.

 This  study was performed under the direction of Dr  Alan I
 Mytelka, Assistant Chief Engineer  of the  Interstate  Sanitation
 Commission, with the assistance of the following personnel:

  Lawrence P. Cagliostro - Senior  Sanitary Engineer
  David  J. Deutsch       - Senior Sanitary Engineer
  Clifford A. Haupt      - Senior  Sanitary Engineer

 Special  acknowledgment is  given to Henry W  Anusiak  and
 William M. McCormack (Sanitarians) whose efforts in  the field
 helped to supply the data  for this study and to Joseph S
 Czachor  (Associate Sanitary Chemist) and the other Commission
 Laboratory personnel for performing the required chemical
«.n.3, J_ySGS .

                          272

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The advice and constructive review of this report by
Mr  Thomas R. Glenn, Jr ,  Director and Chief Engineer of the
Interstate Sanitation Commission, is gratefully acknowledged
                          273

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                      SECTION XVIII

                        REFERENCES

1.   Federal Water Pollution Control Administration,
     "Proceedings, Pollution of the Interstate Waters of the
     Hudson River and Its Tributaries — New York and New
     Jersey, Third Session", U. S. Department of the Interior,
     June 1969.

2.   American Public Health Association, "Standard Methods
     for the Examination of Water and Wastewater", Thirteenth
     Edition, 1971, New York, N.Y

3.   American Public Works Association, "Problems of Combined
     Sewer Facilities and Overflows, 1967", U. S. Department
     of the Interior, Federal Water Pollution Control
     Administration, Water Pollution Research Series, WP-20-11,
     Dec. 1, 1967

4.   American Public Works Association, "Combined Sewer
     Regulator Overflow Facilities", U. S. Department of the
     Interior, Federal Water Pollution Control Administration,
     Water Pollution Research Series, 11022 DMU 07/70.

5.   Caster, A.C., "Monitoring Stormwater Overflows", Journal
     Water Pollution Control Federation, Volume 37, No. 9,
     September 1965.

6.   Minneapolis-Saint Paul Sanitary District, "Dispatching
     System for Control of Combined Sewer Losses", Environ-
     mental Protection Agency, Water Pollution Control Research
     Series, 11020 FAQ 03/71.

7    Detroit Metro Water Department, Detroit Sewer Monitoring
     and Remote Control, "Combined Sewer Overflow Abatement
     Technology", U. S. Department of the Interior, Federal
     Water Quality Administration, Water Pollution Control
     Research Series, 11024, 06/70.

8.   Municipality of Metro, Seattle, Wash., "Maximizing
     Storage in Combined Sewer Systems", 11022 ELK, Report
     for EPA, 12/71.

9.   American Public Works Association, "Combined Sewer
     Regulation & Management - A Manual of Practice", U. S.
     Department of the Interior, Federal Water Quality
     Administration, Water Pollution Control Research Series,
     11022 DMU 08/70.
                         275

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10.   Field,  R.,  and Struzeski,  E.,  "Management and Control
     of Combined Sewer  Overflows",  Journal Water Pollution
     Control Federation,  Volume 44,  No.  7, July 1972.

11.   Dow Chemical Company,  "Chemical Treatment of Combined
     Sewer Overflows",  Environmental Protection Agency-
     Water Quality Office,  Water Pollution Control Research
     Series, 11023 FDB  09/70.

12.   Shuckrow, A.J ,  "Physical-Chemical  Treatment of Combined
     Sewer Overflows",  Paper  presented at 44th Annual Meeting,
     New York Water Pollution Control Assn.,  New York,
     January 26-28, 1972.

13.   Underwater  Storage,  Inc.,  "Control  of Pollution by
     Underwater  Storage",  Environmental  Protection Agency-
     Water Quality Office,  Water Pollution Control Research
     Series, 11020 DWF  12/69.

14.   Dodson, Kinney & Lindblom,  "Evaluation of Storm Standby
     Tanks - Columbus,  Ohio",  Environmental Protection Agency-
     Water Quality Office,  Water Pollution Control Research
     Series, 11020 FAL  03/71.

15.   Hydrotechnic Corp.,  "High-Rate  Filtration Combined
     Sewer Overflows",  (Contract No.  14-12-858), Environ-
     mental Protection  Agency-Water  Quality Office, Water
     Pollution Control  Research Series,  11023 EYI 12/72.

16.   Nebolsine,  R., et  al,  "Ultra High-Rate Filtration
     System for  Treating  Overflows  from  Combined Sewers",
     Paper presented at 44th  Annual  Conf , Water Pollution
     Control Federation,  San  Francisco,  Calif , Oct. 3-8,
     1971.

17   Crane Co.,  "Microstraining and  Disinfection of Combined
     Sewer Overflows",  Environmental Protection Agency-Water
     Quality Office,  Water  Pollution Control Research Series,
     11023 EVO 06/70.

18.   Ecology Div , Rex  Chainbelt,  Inc.,  "Screening/Flotation
     Treatment of Combined Sewer Overflows",  11020 FDC 01/72,
     Report for  EPA.

19.   Envirogenics Company,  "Urban Storm  Runoff and Combined
     Sewer Overflow Pollution",  Environmental Protection
     Agency, Research & Monitoring,  Water Pollution Control
     Research Series, 11024 FKM 12/71.
                         276

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20.  Motcali' & Eddy, Inc., "Storm Water Problems & Control
     in Sanitary Sewers", Environmental Protection Agency-
     Water Quality Office, Water Pollution Control Research
     Series. 11024 EQA 03/71.

21   American Public Works Association, "Prevention and
     Correction of Excessive Infiltration and Inflow into
     Sower Systems", Environmental Protection Agency-Water
     Quality Office, Water Pollution Control Research Series,
     11022 EFF 01/71.

22.  11  S. Corps of Engineers, "Joint Pollution Studies on
     the New York Harbor Model", Miscellaneous Paper No. 2-558,
     February 1963, Vicksburg, Mississippi.

23.  "Design and Construction of Sanitary Storm Sewers",
     Manual of Engineering Practice, No. 37, American Society
     oL' Civil Engineers, New York, 1960.

24.  Federal Water Pollution Control Administration, "An
     Evaluation of the Significance of Combined Sewer Over-
     flows in the Hudson River Conference Area", U. S.
     Department of the Interior, June 1969.

25.  Schaake, J.C., "Report No. XI of the Storm Drainage
     Research Project", Johns Hopkins University, Dept.  of
     Sanitary Engineering, Baltimore, Md.  (1963)

26.  Fair & Gcyer, "Water Supply and Waste Water Disposal",
     John Wiley and Sons, Inc., New York, January 1967

27.  Chow, V T   "Handbook of Applied Hydrology", McGraw Hill
     Book Company, New York, 1964.

28.  Clark, J.A., Viesman, W-, and Hammer, M.J   "Water
     Supply and Pollution Control, Second Edition, Inter-
     national Textbook Company, Scranton, Pa., 1971.

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          UPSTREAM
          INTERCEPTOR
          LINE
     BRANCH
 INTERCEPTOR"
REGULATOR
 A-REGULATOR  CHAMBER
 B-DIVERSION CHAMBER
 C-TIDE GATE CHAMBER
         FIG. 60
KEY TO LINE DESIGNATIONS
FOR A TYPICAL REGULATOR
-TRUNK LINE
                                             DOWNSTREAM
                                            -INTERCEPTOR
                                             LINE
                                       APPENDIX   A
 RECEIVING  WATERWAY
                                          BY-PASS  LINE
                                                 STORM
                                                 WATER
  OUTFALL


  NOT TO SCALE-
                        279

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                        APPENDIX B

                GLOSSARY AND ABBREVIATIONS

BYPASS  (noun) - An arrangement of pipe, conduit, gates,
pumps,  and valves whereby the flow may be passed around a
hydraulic structure or treatment facility

(verb)  - The act of causing flow to pass around a hydraulic
structure or treatment facility

COMBINED SEWER - A sewer which carries sanitary sewage with
its component commercial and industrial wastes at all times
and which, during storm or thaw periods, serves as the
collector and transporter of storm water from streets or
other points of origin, thus serving a "combined" purpose.
Combined sewers make provision for the overflow of excessive
amounts of flow, over and above the volumes to be carried by
the interceptor sewers and handled by treatment or pumping
facilities, from the combined sewer system at predetermined
points  where some form of regulator devices are located.

COMBINED SEWER OVERFLOW - Wastewater  flow in a combined
sewer system resulting from the runoff of precipitation or
from the flowing or draining of previous precipitation.

DIVERSION CHAMBER - An enclosure within the regulator which
acts to conduct flow from an influent sewage line to the
regulator chamber under dry weather conditions.  During wet
weather (bypass conditions), the flow is directed to the
tide gate chamber

DRY WEATHER FLOW - The combination of sanitary sewage and
industrial and commercial wastes normally found in the
sanitary sewers during the dry weather season of the year,
sometimes referred to as base flow

DYNAMIC REGULATOR - A semi-automatic or automatic regulator
device which may or may not have movable parts that are
sensitive to hydraulic conditions at their points of
installation and are capable of adjusting themselves to
variations in such conditions or of being adjusted by remote
control to meet hydraulic conditions at points of installa-
tion or at other points in the total combined sewer system.

FORCE MAIN - A pressure pipe joining the pump outlet at a
wastewater pumping station with a point of gravity flow.

INTERCEPTOR SEWER - A sewer that receives dry weather flow
from a number of transverse sewers or outlets,and frequently
additional predetermined quantities of storm water admixed

                         281

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with sanitary flows,  and conducts such wastewaters to a point
for treatment or for  disposal between the collector sewer and
the interceptor sewer

LOADING - The dry weight, in pounds,  of some material that is
being added to a process or disposed of to a receiving
waterway

Mg/L - Milligrams per liter or the concentration of some
chemical in a liquid.  If a letter appears after "Mg" it
represents the chemical symbol,  e.g., "N" for nitrogen, "P"
for phosphorous.

MOD - Million gallons per day — a common term for quantity
of wastewater flow-

OUTFALL SEWER - The  outlet, structure, or sewer through which
sewage is finally discharged.

OVERFLOWS - The overflowing of trunk or interceptor sewers
resulting from the combination of extraneous flows and normal
flows that exceed their capacities.

RATIONAL METHOD - A  means of computing storm drainage flow
rates by use of the  formula Q=CIA where Q is the peak runoff,
C is a coefficient describing the physical drainage area,
I is the rainfall intensity, and A is the drainage area.

REGULATOR - A structure which controls the amount of sewage
entering an interceptor by storing in a trunk line or
diverting some portion of the flow to an outfall.

REGULATOR CHAMBER -  An enclosure which acts to control the
quantity of flow of  sewage admitted to an intercepting sewer
or a unit of a sewage treatment plant.

STATIC REGULATOR - A regulator device which has no moving
parts or has movable parts which are insensitive to hydraulic
conditions at the point of installation and which are not
capable of adjusting themselves to meet varying flow or level
conditions in the regulator-overflow structure.

TIDE GATE CHAMBER -  An enclosure within the regulator which
acts to conduct the  sewage flow (usually bypass) through a
tide gate to the outfall.

TRUNK - A large sewer which receives wastewater from tributary
branch sewers serving generally one drainage area.
                         28%

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                       ABBREVIATIONS
BR     Branch
CA     Corrugated Aluminum
CB     Circular Brick
CFS    Cubic Feet per Second
CI     Cast Iron
CIRC   Circular
COM    Commercial
CONC   Concrete
FTRC   Flat Top Reinforced Concrete
IND    Industrial
INT    Interceptor
MDWF   Mean Dry Weather Flow
N/A    Not Available
OB     Oval Brick
OTH    Other
PRCP   Pre-cast reinforced concrete pipe
RC     Reinforced concrete
RES    Residential
VP     Vitrified (Clay) pipe
0      Diameter
                        283

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               APPENDIX  C

     LEGEND  FOR  DRAINAGE  BASIN
                   AND
     REGULATOR  LOCATION  MAPS
        LEAD LINE  TO  REGULATOR'S DRAINAGE AREA


        LIMITS OF DRAINAGE AREA


        OUTFALL


        INTERCEPTOR
REG.     REGULATOR CHAMBER


DIV.     DIVERSION CHAMBER


T.G.     TIDE GATE  CHAMBER


        REGULATOR NUMBER


 •      EXISTING REGULATOR


 O      PROPOSED OR  UNDER CONSTRUCTION  REGULATOR


 A      EXISTING PUMP STATION


 A      PROPOSED OR  UNDER  CONSTRUCTION PUMP STATION


        EXISTING SEWAGE TREATMENT PLANT
I1     PROPOSED OR UNDER  CONSTRUCTION SEWAGE
       TREATMENT  PLANT
                 285

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                        APPENDIX D

              TERMS USED  IN TABLES 18 and 20

Sample Number - Consecutively numbered grab samples taken
                from overflow during storm.

Time  (EST) - Eastern Standard Time used in all cases.

Interval  (Min.) - Time interval between grab samples.

Avg. Dry Weather Flow  (CFS) - Based on limited field obser-
                              vations made during dry weather
                              sampling.

Total Flow (CFS) - Sum of Avg. Dry Weather Flow and Runoff

Bypass (CFS) - Difference between Total Flow and Regulator's
               Capacity

Bypass (MOD) - Conversion Factor:  0.649 x (CFS) = (MOD)
Avg. Bypass During Interval  (MOD) - Flow  (MOD)

TSS (Mg/L) - Values from laboratory analyses of wet weather
             samples.
Avg. TSS During Interval  (Mg/L) - Cone.  (Mg/L)
TSS  (Lbs) - Cone.  (Mg/L) x 8.34 Lbs/Gal x Flow  (MOD) x
            Interval  (Min./24 x 60)

BOD  (Mg/L) - Values from laboratory analyses of wet weather
             samples
Avg. BOD During Interval  (Mg/L) - Cone.  (Mg/L)
BOD (Lbs) - Cone.  (Mg/L) x 8.34 Lbs/Gal x Flow  (MGD) x
            Interval  (Min./24 x 60)

Oil and Grease  (Mg/L) - Values from laboratory analyses of
                        wet weather samples
Avg. Oil and Grease During Interval  (Mg/L) - Cone   (Mg/L)
Oil and Grease  (Lbs) - Cone.  (Mg/L) x 8.34 Lbs/Gal x Flow
                       (MGD) x Interval  (Min./24 x 60)
XXX - Average value of parameter-
                         287

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SELECTED WATER
RESOURCES ABSTRACTS
INPUT TRANSACTION FORM
1.: Report ffo.
                 w
             COMBINED SEWER OVERFLOW  FOR
             THE HUDSON RIVER CONFERENCE
             INTERSTATE SANITATION COMMISSION
                                                       8. 3? -1-oim j § Oiga.
                                                         fie pi<  Bo.
                                                         68-01-0055
                                                      li Typt )f R?p< •  and
                                                         F'cried Coveted
12. S • isorhi -Qigax' at/on
             Environmental Protection Agency report
             number,  EPA-R2-73-152, January 1973.
              A detailed examination was conducted of ten  (10)  combined
              sewer overflow systems within that portion of  the Hudson
              River Basin lying  within the Interstate Sanitation District.
              The work included  the identification and study of these com-
              bined sewer systems  in order to determine their location,
              physical characteristics,  and service areas.

             The procedure employed included the physical  examination of
             each system's regulators to determine their location,  type,
             dimensions, and condition.   A study of available records was
             made to determine,  where possible, trunk line flow,  inter-
             ceptor line design  capacity, and characterization of the
             drainage area served  by each regulator which  included pop-
             ulation and land use.   Ten (10) summary tables  and forty
             (40) regulator location figures are included  in the report.
             Dry weather and wet weather sampling was also conducted.
             By-pass loadings for  several pollution perameters  have been
             calculated during storm flow conditions based upon this
             sampling.  Recommendations for minimizing combined sewer
             overflows are included.
i7a.Descnptw.s-   COMBINED SEWERS,  URBAN RUNOFF
lib. identifies    REGULATORS,  DESIGN,  OPERATION, MAINTENANCE,  SYSTEM CONTROL,
   COMBINED WASTEWATER QUANTITY, SOLIDS REMOVAL,  B.O.D.  REMOVAL ,  COM -
   BINED WASTEWATER QUALITY
irc.':':OWRP.J.'<'s;dfG:;'-:.?r-   05B,  05C
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£ Pr
Send To :
WATER RESOURCES SCIENTIFIC INFORMATION CENTER
U.S. DEPARTMENT OF THE INTERIOR
WASHINGTON. D. C. 2O240
, ,,?;,,, INTERSTATE SANITATION COMMISSION
                                                 »U.S. GOVERNMENT PRINTING OFFICE-.1973 514-15Z/187 1-3

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