U.S. ENVIRONMENTAL PROTECTION AGENCY
             NATIONAL EUTROPHICATION SURVEY
                      WORKING PAPER SERIES
                                         REPORT
                                           ON
                                      PINECLIF LAKE
                                      PASSAIC COUNTY
                                        NEW JERSEY
                                       EPA REGION II
                                     WORKING PAPER No, 372
   CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                               and
  ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
.P.O. 699-440

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                                           REPORT
                                             ON
                                       PINECLIF LAKE
                                       PASSAIC COUNTY
                                         NEW JERSEY
                                        EPA REGION II
                                      HORKING PAPER No,  372
          VflTH THE COOPERATION OF THE
NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION
                     AND THE
            NEW JERSEY NATIONAL GUARD
                 .   NAY 1976

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                               CONTENTS
Foreword                                                 ^
List of Study Lakes - State of New Jersey                ~>v
Lake and Drainage Area Map      ,                          v
Sections
  I. Conclusions                                          1
 II. Lake and Drainage Basin Characteristics              3
III. Lake Water Quality Summary                           5
 IV. Nutrient Loadings                                    9
  V. Literature Reviewed                                 14
 VI. Appendices                                          15

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                                  11


                               FOREWORD
     The National Eutrophication Survey was initiated in 1972 in
response to an Administration commitment to investigate the nation-
wide threat of accelerated eutrophication to freshwater lakes and
reservoirs.

OBJECTIVES

     The Survey was designed to develop, in conjunction with state
environmental agencies, information on nutrient sources, concen-
trations, and impact on selected freshwater lakes as a basis for
formulating comprehensive and coordinated national, regional, and
state management practices relating to point source discharge
reduction and nonpoint source pollution abatement in lake water-
sheds.

ANALYTIC APPROACH

     The mathematical and statistical procedures selected for the
Survey's eutrophication analysis are based on related concepts
that:

     a.   A generalized representation or model relating
          sources, concentrations, and impacts can be
          constructed.

     b.   By applying measurements of relevant parameters
          associated with lake degradation, the generalized
          model can be transformed into an operational
          representation of a lake, its drainage basin, and
          related nutrients.

     c.   With such a transformation, an assessment of the
          potential for eutrophication control can be made.

LAKE ANALYSIS

     In this report, the first stage of evaluation of lake and
watershed data collected from the study lake and its drainage
basin is documented.  The report is formatted to provide state
environmental agencies with specific information for basin
 flanninq [§303(e)], water quality criteria/standards review
 §303(c)j, clean lakes [§314(a,b)j, and water quality monitoring
[§106 and §305(b)] activities mandated by the Federal Water
Pollution Control Act Amendments of 1972.

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                                  ill
     Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic condition
are being made to advance the rationale and data base for refine-
ment of nutrient water quality criteria for the Nation's freshwater
lakes.  Likewise, multivariate evaluations for the relationships
between land use, nutrient export, and trophic condition, by lake
class or use, are being developed to assist in the formulation of
planning guidelines and policies by the U.S. Environmental  Protection
Agency and to augment plans implementation by the states.

ACKNOWLEDGMENTS

     The staff of the National Eutrophication Survey (Office of
Research and Development, U.S. Environmental Protection Agency)
expresses sincere appreciation to the New Jersey Department of
Environmental Protection for professional involvement and to the
New Jersey National Guard for conducting the tributary sampling
phase of the Survey.

     Douglas Clark, Chief of the Bureau of Water Quality Planning
and Management, Mr. Frank Takacs, New Jersey National Eutrophication
Survey Coordinator, Principal Environmental Specialist, and
Robert Kotch, Senior Environmental Engineer, provided Invaluable
lake documentation and counsel during the Survey, reviewed the
preliminary reports, and provided critiques most useful in the
preparation of this Working Paper series.

     Major General William R. Sharp, Former Chief of Staff, Major
General Wilfred G. Menard, Jr., Chief of Staff, and Project Officer
Colonel Herbert D. RuhHn, who directed the volunteer efforts of
the New Jersey National Guardsmen, are also gratefully acknowledged
for their assistance to the Survey.

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                             IV
               NATIONAL EUTROPHICATION SURVEY
                         STUDY LAKES
                      STATE OF NEW JERSEY
LAKE NAME
Budd Lake
Duhernal Lake
Farrington Lake
Greenwood Lake

Lake Hopatcong
Lake Musconetcong
Oradell Reservoir
Paulinskill Lake
Pined iff Lake
Pompton Lakes
Spruce Run Reservoir
Union Lake
Wanaque Reservoir
COUNTY
Morri s
Middlesex
Middlesex
Passaic, N.J.;
Orange, N.Y.
Morris, Sussex
Morris, Sussex
Bergen
Sussex
Passaic
Passaic
Hunterdon
Cumberland
Passaic

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X
f
PINECLIFF    LAKE

Tributary Sampling Site
Lake Sampling Site
Sewage Treatment Facility
        I       ,       ?Km.
         Scale
                                                                  41'08'—
                                                                  41'06-
                                                       New Jersey


                                              Map Location
      74' 24'
                                          74' 22'

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                   PINECLIFF LAKE,  NEW JERSEY
                         STORE! NO. 3409

I.    CONCLUSIONS
     A.    Trophic Condition:
               Pined iff Lake is considered eutrophic  based
          upon field observations and Survey data.   Survey
          limnologists reported seeing algae blooms  and  some
          emergent aquatic weeds in shallow areas.   The  water
          was a turbid green with a mean Secchi  disc reading
          of 87.6 cm.
               Chlorophyll a_ levels ranged from  a  low  in the
          spring of 9.1  pg/1 to a high in the  fall of  121.4 ug/1.
          Nutrient concentrations and the potential  for  primary
          production as  measured by algal assay  control  yield
          were high.
     B.    Rate-Limiting  Nutrient:
               Algal assay results  indicate that Pinecliff
          Lake was limited by available nitrogen.  .Spikes with
          nitrogen or nitrogen and  phosphorus  simultaneously
          resulted 1n increased assay yields.  The addition of
          phosphorus alone did not  stimulate a growth  response.
          The mean total  inorganic  nitrogen to mean  orthophosphorus
          ratio (N/P)  further substantiates these  results.

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                                 2
C.  Nutrient Controllability:
    1.  Point Sources -
            The mean annual phosphorus load from point
        sources was estimated to be 53.8% of the total
        reaching Pined iff Lake.  The Crescent Park
        wastewater treatment plant contributed 31.3% of
        the load.  The nutrient loading rate to Pinecliff
        Lake of 3.47 g/m2/yr was 8.1  times the "permissible"
        loading proposed by Vollenweider (Vollenweider and
        Dillon, 1974) and 4.0 times the "dangerous" load.
        It should be noted, however,  that Vollenweider's
        model may not be applicable to lakes with such
        short hydraulic retention times.  Elimination of
        known point source phosphorus input may slow the
        present eutrophication rate and should create a
        phosphorus limiting condition within the lake,
        more amenable to further control.
    2.  Non-point Sources -
            Non-point sources contributed 45.2% of the
        phosphorus loading reaching Pinecliff Lake.
        Measured tributaries accounted for 43.4% of the
        total phosphorus load and the ungaged drainage
        areas were estimated to contribute 1.8% of the load.

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS
          Lake and drainage basin  characteristics  are  itemized
     below.   The lake surface area and mean depth  were provided
     by the  State of New Jersey.   Tributary flow data  were
     provided by the New Jersey District Office of the U.S.
     Geological Survey (USGS).   Outlet drainage area includes the
     lake surface area.  Mean hydraulic retention  time was
     obtained by dividing the lake volume by  the mean  flow of
     the outlet.  Precipitation values were estimated  by methods
     as outlined in National Eutrophication Survey (NES)  Working
     Paper No. 175.  A table of metric/English  conversions is
     included as Appendix A.
     A.   Lake Morphometry:
                                     2
          1.   Surface area:  0.57 km .
          2.   Mean depth:  1.8 meters.
          3.   Maximum depth:  6.1 meters.
          4.   Volume:  1.026 x 10^ m3.
          5.   Mean hydraulic retention time:   32  days.

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B.   Tributary and Outlet (see Appendix B for flow data):
     1.   Tributaries -
                                   Drainage       Mean flow
          Name                     area(km2)      (m3/sec)
          A(2) Belcher Creek         14.1           0.27
          B{1) Unnamed Creek          1.6           0.05
          Minor tributaries and
          immediate drainage -        2.6           0.05
                    Totals           18.3           0.37
    2.    Outlet -
          A(l) Belcher Creek         18.8           0.37
C.  Precipitation:
    1.    Year of sampling:  122.9 centimeters.
    2.    Mean annual:  156.4 centimeters.

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III.  LAKE WATER QUALITY SUMMARY
          Pinecliff Lake was  sampled  three  times  during  the
     open-water season  of 1973  by means  of  a  pontoon-equipped
     Huey helicopter.   Each time, samples for physical and
     chemical  parameters were collected  from  two  stations on
     the lake  {Station  2 was  sampled  only twice)  and  from one
     or more depths at  each station  (see map, page  v).   During
     each visit, depth-integrated samples were collected from
     each station for chlorophyll a_ analysis  and  phytoplankton
     identification and enumeration.   During  the  first visit,
     18.9-liter depth-integrated samples were composited for
     algal assays.   Maximum depths sampled  were 2.1 meters at
     Station 1  and 0 meters at  Station 2.   For a  more detailed
     explanation of NES methods, see  NES Working  Paper No. 175.
          The  results obtained  are presented  in full  in  Appendix  C
     and are summarized in III  A for  waters at the  surface and
     at the maximum depth for each site.  Results of  the phyto-
     plankton  counts and chlorophyll  ^determinations are in-
     cluded in III  B.   Results  of the limiting nutrient  study
     are presented in III C.

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PINECLIFF LAKE
STORET CODE 3*09
PARAMETER
                                 <  4/16/73 )
                                              MAX
                                 S«»« =  2    DEPTH
                                              RANGE
                             RANGE    MEDIAN  (METERS)
                                                     PHYSICAL AND CHEMICAL CHARACTERISTICS

                                                                     (  7/23/73 )
                                                          N*
                 MAX
    S»»* =  1    DEPTH
                 RANGE
RANGE    MEDIAN  (METERS)
    (  10/ 2/73 I
                 MAX
    S»»" =  2    DEPTH
                 RANGE
MANGE    MEDIAN  (METERS)
0.-1.5 M DEPTH
MAX DEPTH**
3
2
13.0- 13.2
13.0- 13.?
13.1
13.1
0.0-
0.0-
1.5
1.5
1
1
25.7- 25.7
24.4- 24.*
25.7
24.4
0.0-
2.1-
0.0
2.1
3 18.4- 16.9
2 18.4- lfl.9
18.9
18.6
0.0-
0.0-
1.5
l.S
DISSOLVED OXYGEN (MG/L)
O.-l.S M DEPTH
MAX DEPTH**
CONDUCTIVITY (UMHOS)
O.-l.S M DEPTH
MAX DEPTH**
PH (STANDARD UNITS t
0.-1.5 M DEPTH
MAX DEPTH**
2
2

3
2

3
2
11.6- 12.1
11.6- 12.1

85.- 115.
B5.- 115.

7.6- 7.7
7.6- 7.7
11.8
11.8

98.
100.

7.7
7.6
0.0-
0.0-

0.0-
0.0-

0.0-
0.0-
1.5
1.5

1.5
1.5

1.5
1.5
1
1

1
1

1
1
8.4- 6.4
4.0- 4.0

S2.- 92.
96.- 96.

8.9- 8.9
6.7- 6.7
6.4
4.0

92.
96.

8.9
6.7
0.0-
2.1-

0.0-
2.1-

0.0-
2.1-
0.0
2.1

0.0
2.1
%
0.0
2.1
2 4.8- 11.2
2 4.6- 11.2

3 240.- 260.
2 250.- 250.

J 7.4- 8.7
2 7.4- 8.7
8.0
8.0

250.
250.

a. 3
8.0
0.0-
0.0-

0.0-
0.0-

0.0-
0.0-
1.5
l.S

1.5
1.5

l.S
1.5
TOTAL ALKALINITY (MG/L)
0.-I.5 M DEPTH
MAX DEPTH**
TOTAL P (MG/L)
O.-l.S M DEPTH
MAX DEPTH**
3
2

3
2
21.- 23.
21.- 23.

0.034-0. OBI
0.050-0.051
21.
22.

0.050
0.050
0.0-
0.0-

0.0-
0.0-
l.S
1.5

1.5
1.5
1
1

1
1
25.- 25.
28.- 28.

0.073-0.073
0.128-0.128
25.
28.

0.073
0.128
0.0-
2.1-

0.0-
2.1-
0.0
2.1

0.0
2.1
3 43.- 45.
2 44.- 45.

3 0.067-0.175
2 0.087-0.175
44.
45.

0.087
0.131
0.0-
0.0-

0.0-
0.0-
1.5
1.5

l.S
1.5
DISSOLVED ORTHO P (MG/L)
0.-1.5 M DEPTH -.___-._
MAX DEPTH**
N02+N03 (MG/L)
0.-1.5 M DEPTH
MAX DEPTH**
AMMONIA (MG/L)
0.-1.5 M DEPTH
MAX DEPTH**
KJELDAKL h I MG/L >
O.-l.S M DEPTH
MAX DEPTH**
SECCHI DISC (METERS)

3
2

3
2

3
2

3
2

1
0.008-0.024
0.008-0.024

0.060-0.150
0.060-0.150

0.050-0.030
0.050-0.060

0.300-0. BOO
0.300-0.800

0.9- 0.9
0.009
0.016

0.120
0.105

0.060
O.OSS

0.600
0.550

0.9
0.0-
0.0-

0.0-
0.0-

0.0-
0.0-

0.0-
0.0-


l.S
1.5

1.5
1.5

1.5
1.5

1.5
1.5


1
1

1
1

1
1

1
1

1
0.013-0.013
0.016-0.018

0.120-0.120
0.160-0.160

0.100-0.100
0.180-0.160

1.000-1.000
o.aoo-o.600

0.9- 0.9
0.013
o.oie

0.120
0.160

0.100
0.180

1.000
0.800

0.9
0.0-
2.1-

0.0-
2.1-

0.0-
2.1-

0.0-
2.1-


0.0
2.1

0.0
2.1

0.0
2.1

0.0
2.1


3 0.009-0.012
2 0.010-0.012

3 0.030-0.070
2 0.030-0.060

3 0.040-0.090
2 0.040-0.090

3 0.600-2.300
2 0.600-2.300

2 0.7- 1.0
0.010
0.011

0.060
0.045

0.070
0.065

0.700
1.450

0.6
0.0-
0.0-

0.0-
0.0-

0.0-
0.0-

0.0-
0.0-


l.S
1.5

l.S
1.5

1.5
1.5

l.S
1.5


                         * N = NO. OF SAMPLES
                         •• MAXIMUM DEPTH SAMPLED AT EACH SITE
                         ««« S = NO. OF SITES SAMPLED ON THIS DATE

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B.   Biological Characteristics:

     1.   Phytoplankton -
          Sampling
          Date

          04/16/73
          07/23/73
          10/02/73
Dominant
Genera

1. ,  Flagellates
2.   Stephanodiscus
3.   Ankistrodesmus
4.   Melosira
5.   Pennate diatoms

     Other genera

          Total

     Melosira
     Fragilaria
     Anabaena
     Scenedesrnus
     Flagellates

     Other genera

          Total

1,   Flagellates
2.   Melosira
3.   Stephanodiscus
4.   Scenedesrnus
5.   Pediastrum

     Other genera

          Total
1.
2.
3.
4.
5.
Algal
Units
per ml

 1,187
 1,038
   519
   408
   389

   594

 4,135

 1,304
   389
   369
   276
   253

   902

 3,493

33,237
   902
   451
   450
   193

   580

35,813

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2.   Chlorophyll  a_ -
     Sampling            Station             Chlorophyll  a_
     Date                Number              (yg/liter)
     04/16/73               1                       15.5
                            2                        9.1
     07/23/73               1                       38.1
     10/02/73               1                       10.7
                            2                      121,4
Limiting Nutrient Study:
1.   Autoclaved,  filtered, and nutrient spiked -
     Spike(mg/1)
     Control
     0.05 P
     0.05 P + 1.0 N
     1.00 N
2.   Discussion -
          The control yield of the assay alga,  Selenastrum
     capricornutum, indicates that the potential  for primary
     productivity was high 1n Pined iff Lake at the time of
     sampling.  The lake was nitrogen limited at that time
     as indicated by the increased growth of the test alga in
     response to the addition of a nitrogen spike.   Spikes
     with nitrogen and phosphorus simultaneously resulted in
     a maximum yield while the addition of phosphorus alone
     did not stimulate growth beyond the control  yield.
          The N/P ratio of 10/1 in the spring lake data
     further indicates nitrogen limitation.
Ortho P
Cone. (mg/1)
0.035
0.085
0.085
0.035
Inorganic N
Cone. (mg/1 )
0.100
0.100
1.100
1.100
Maximum yield
(mg/1 -dry wt.)
4.2
3.9
23.1
10.4

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IV.   NUTRIENT LOADINGS
     (See Appendix D for  data)
          For the determination  of nutrient  loadings, the New
     Jersey National  Guard  collected  monthly near-surface grab
     samples from each  of the tributary sites indicated on the
     map (page v), except for the  high  runoff month of February
     when two samples were  collected.   Sampling was begun in
     July 1973, and was completed  in  June  1974.
          Through an interagency agreement,  stream flow estimates
     for the year of sampling and  a "normalized"  or average year
     were provided by the New Jersey  District Office of USGS for
     the tributary sites  nearest the  lake.
          In this report, nutrient loads for sampled tributaries
     were determined by using a  modification of a USGS computer
     program for calculating stream loadings.  Nutrient loads
     indicated for tributaries are those measured minus known
     point source loads,  if any.
          Nutrient loadings for  unsampled  "minor tributaries and
     immediate drainage"  ("21" of  USGS) were estimated by using
     the mean annual  concentrations in  Unnamed Creek at Station B{1)
     and mean annual  ZZ flow.
          The operators of  the Crescent Park, Olde Milford Plant,
     Mil ford Manor Nursing  Home, and  Reflection Lakes wastewater
     treatment plants provided monthly  effluent samples and
     corresponding flow data.

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                                  10
Waste Sources:

1 .    Known municipal -


Name

Crescent Park
 (West Mil ford)

Olde Milford Plant
 (West Milford}

Milford Manor
Nursing Home
 (West Milford)

Reflection Lakes
 (Butler)
Population
Served *
724
480
150
80
Treatment*
Activated
Sludge
Activated
' Sludge
Activated
Sludge
Activated
Sludge
Mean Flow
(m3/d x 103)
0.246
0.199
0.019
0.008
Receiving
Water*
Belcher Creek
Pined iff Lake
Pinecliff Lake
Pinecliff Lake
2.    Known  industrial - None
   *Treatment plant questionnaires.

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                                11
B.   Annual Total Phosphorus Loading - Average Year:
     1.   Inputs -
                                                            % of
          Source                             kg P/yr         total
          a.   Tributaries (nonpoint load) -
               A{2) Belcher Creek              815           41.1
               B{1) Unnamed Creek               35            1-8
          b.   Minor tributaries and immediate
               drainage (nonpoint load) -       35            1.8
          c.   Known municipal STP's -
               Crescent Park                   620           31.3
               Olde Milford Plant              215           10.9
               Mil ford Manor Nursing Home      205           10.3
               Reflection Lakes                 25            1.3
          d.   Septic tanks* -                  20            1.0
          e.   Known industrial - None
          f.   Direct precipitation** -      	10            0.5
                    Total                     1.980          100.0
     2.   Outputs - A(l) Belcher Creek         80°
     3.   Net annual P accumulation          1,180
      *Estimate based on 78 lakeside residences.
     **Estimated (see NES Working Paper No.  175).

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                                12
0.   Annual Total Nitrogen Loading - Average Year:
     1.   Inputs -
                                                            % of
          Source                             kg N/yr        total
          a.   Tributaries (nonpoint load) -
               A(2) Belcher Creek            8,000           58-!
               8(1) Unnamed Creek            1,135            8.3
          b.   Minor tributaries and immediate
               drainage (nonpoint load) -    1,150            8.4
          c.   Known municipal STP's -
               Crescent Park                 1,195            8.7
               Olde Milford Plant              650            4.7
               Mil ford Manor Nursing Home      130            0.9
               Reflection Lakes                 55            0.4
          d.   Septic tanks* -                 830            6.0
          e.   Known industrial - None
          f.   Direct precipitation** -        615            4.4
                    Total                   13,760          100.0
     2.   Outputs - A(l) Belcher Creek       9,595
     3.   Net annual N accumulation -        4,165
      *Estimate  based on 78 lakeside residences.
     **Estimated (see NES Working Paper No. 175).

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                                13
D.   Mean Annual  Non-point Nutrient Export by Subdrainage Area:
    Tributary                             kg P/km2/yr    kg  N/knf/yr
    A(2) Belcher Creek                        58             567
    B(l) Unnamed Creek                        22             709
E.   Yearly Loads:
        In the following table,  the existing phosphorus  loadings
    are compared to those proposed by Vollenweider (Vollenweider
    and Dillon,  1974).   Essentially,  his  "dangerous"  loading is
    one at which the receiving water would become eutrophic  or
    remain eutrophic; his "permissible"  loading is that  which
    would result in the receiving water  remaining oligotrophic
    or becoming  oligotrophic if  morphometry permitted.   A meso-
    trophic loading would be considered  one between "dangerous"
    and "permissible".
        Note that Vollenweider's model may not be applicable to
    water bodies with short hydraulic retention times.
                           Total  Yearly
                        Phosphorus  Loading
                            (q/m2/yr)
    Estimated loading for Pined iff Lake                       3.47
    Vollenweider's  "dangerous"  or  eutrophic  loading            0.86
    Vollenweider's  "permissible" or oligotrophic  loading       0.43

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                                    14

V.  LITERATURE REVIEWED

    U.S. Environmental Protection Agency.  1975.   National
        Eutrophication Survey Methods 1973-1976.   Working
        Paper No. 175.  Environmental Monitoring  and Support
        Laboratory, Las Vegas, Nevada, and Corvallis Environ-
        mental Research Laboratory, Corvallis,  Oregon.

    Vollenweider, R. A., and P. J. Dillon, 1974.   The application  of
        the phosphorus loading concept to eutrophication research.
        Natl. Res. Council of Canada Publ. No.  13690, Canada Centre
        for Inland Waters, Burlington, Ontario.

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VI.  APPENDICES
                              APPENDIX  A



                           CONVERSION  FACTORS

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                CONVERSION FACTORS

Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 - feet
                         -4
Cubic meters x 8.107 x 10   = acre/feet
Square kilometers x 0.3861 = square miles
Cubic meters/sec x 35.315 = cubic feet/sec
Centimeters x 0.3937 = inches
Kilograms x 2.205 = pounds
Kilograms/square kilometer x 5.711 = Ibs/square mile

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    APPENDIX B
TRIBUTARY FLOW DATA

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                                   TRIBUTARY FLO* INFORMATION FOR NEW JERSEY
                                                                                          06/04/76
LAKE CODE 3409     PINECLIFF LAKE

     TOTAL DRAINAGE AREA OF LAKE(SO KM)
                                            18.8
          SUB-DRAINAGE
TRIBUTARY  AREA(SO KM)
            JAN
                    FEB
MAR
                                    APR
                                            MAY
NORMALIZED FLOWS(CMS)
  JUN     JUL     AUG
SEP
OCT
NOV
DEC
                                                                                                                         MEAN
3409A1
3409A2
340981
3409ZZ
18.8
14.1
 1.6
 3.2
0.42 0.42
0.31 0.31
0.062 0.062
0.062 0.062
0.68
0.51
0.108
0.102
0.57
0.40
0.085
0.079
0.40
0.27
0.054
0.054
0.25
0.18
0.028
0.034
0.20
0.14
0.020
0.027
0.22
0.15
0.022 0
0.028 0
0.21
0.14
.021
.026
0.25
0.17
0.027
0.034
0.40
0.31
0.054
0.062
0.42
0.31
0.062
0.062
0.37
0.27
0.050
0.053
SUMMARY
TOTAL DRAINAGE
AREA OF
LAKE •
SUM OF SUB-DRAINAGE AREAS
18.8
18.8




TOTAL FLOW
TOTAL FLOW
IN *
OUT -
4
4
.44
.45




     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

3409A1
3409A2
7
a
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
0.311
0.119
0.079
0.150
0.147
0.821
0.510
0.396
0.566
0.708
0.425
0.244
0.218
0.074
0.048
0.096
0.093
0.595
0.368
0.283
0.425
0.510
0,311
0.164
21
19
8
14

2
20
10
24
7
12
23
21
19
8
14

2
20
10
24
7
12
23
                                     FLOM   DAY

                                    0.340
                                    0.091
                                    0.065
                                    0.076
                           FLOW  DAY
                       FLOW
                                                          24
                                    0.159
                                    0.340
                                    0.272
                                    0.708
                                    0.736
                                    0.708
                                    0.181
                                    0.238
                                    0.054
                                    0.037
                                    0.045
                                                  0.102
                                                  0.229
                                                  0.187   24
                                                  0.510
                                                  0.538
                                                  0.538
                                                  0.119
                                                                    0.595
                                                      0.425

-------
                                   TRIBUTARY FLOW INFORMATION FOR NEW JERSEY
                                                                              06/04/76
LAKE CODE 3409
       PINECLIFF LAKE
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY

3409E11
3409ZZ
MONTH   YEAR
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
MEAN FLOW  DAY
0.040
0.008
0.005
0.012
0.012
0.125
0.076
0.057
0.091
0.105
0.062
0.025
0.042
0.015
0.010
0.019
0.019
0.119
0.074
0.057
0.085
0.102
0.062
0.031
21
19
8
14

2
20
10
3
7
12
23
21
19
8
14

2
20
10
24
7
12
23
KLOW  DAY
FLOW  DAY
FLOW
0.042
0.005
0.003
0.004
0.013
0.042
0.031
0.054
0.113
0.110
0.016
0.048
0.011
0.007
0.009
0.020
0.045
0.037
0.102
0.108
0.108
0.024






24
24









24




                                                                    0.091
                                                                    0.108
                                                                    0.085

-------
        APPENDIX C



PHYSICAL AND CHEMICAL DATA

-------
STORET RETRIEVAL DATE 76/06/04
                                                                  340901
                                                                 41 OS 14.0 074 22 12.0 3
                                                                 P1NECLIFF LAKE
                                                                 34031   NEW JERSEY
                                                                                          013293
DATE
FROM
TO
73/04/16

73/07/23

73/10/02


DATE
FROM
TO
73/04/16

73/07/23

73/10/02

TIME DEPTH
OF
DAY FEET
16 15 0000
16 15 0005
18 15 0000
18 15 0007
15 00 0000
15 00 0005

TIME DEPTH
OF
DAY FEET
16 15 0000
16 15 0005
18 15 0000
18 15 0007
15 00 0000
15 00 0005
00010
riATER
TEMP
CENT
13.1
13.2
25.7
24.4
18.9
18.4
00665
PHOS-TOT

MG/L P
0.034
0.050
0.073
0.128
0.067
0.087
00300 00077 00094
DO TRANSP CNDUCTVY
SECCHI FIELD
MG/L INCHES MICROMHO

11.6
8.4
4.0

4.8
32217
CHLRPHYL
A
UG/L
15.5

38.1

10.7

98
85
36 92
96
38 240
250










11EPALES 2111202
0009 FEET DEPTH CLASS 00
00400 00410 00610 00625 00630 00671
PH T ALK NH3-N TOT KJEL N02&N03 PMOS-DIS
CAC03 TOTAL N N-TOTAL ORTKO
SI)
7.
7.
8.
6.
8.
7.











70
70
90
70
30
40










MG/L
21
21
25
28
43
45










MG/L
o.oao
0.050
0.100
0.180
0.070
0.090










MG/L
0.600
0.300
1.000
0.600
0.700
0.600










MG/L
0.120
0.060
0.120
0.160
0*070
0.060










MG/L P
0.009
0.008,
0.013
0.018
0.009
0.010
'










-------
STORE! RETRIEVAL DATE 76/06/04
                      00010
  DATE   TIME DEPTH  WATER
  FROM    OF          TEMP
   TO    DAY  FEET    CENT

73/04/16 16 30 0000     13.0
73/10/02 15 15 0000     18.9
00300     00077     00094
 DO      TRANSP   CNDUCTVy
         SECCHI   FIELD
MG/L     INCHES   HICROMHO
  12.1
  11.2
36
28
115
250
                                                                  340902
                                                                 41 07 38.0 074 22 48.0 3
                                                                 PINECLIFF LAKE
                                                                 34031   NEW JERSEY
                                                                                          013292
11EPALES 2111202
0003 FEET DEPTH CLASS 00
00400
PH
SU
7.60
8.70
00410
T ALK
CAC03
MG/L
23
44
00610
NH3-N
TOTAL
MG/L
0.060
0.040
00625
TOT KJEL
N
MG/L
0.600
2.300
00630
N02&N03
N-TOTAL
MG/L
0.150
0.030
00671
PHOS-DIS
ORTHO
MG/L P
0.024
0.012
                      00665     32217
  DATE   TIME DEPTH PHOS-TOT  CHLRPHYL
  FROM    OF                     A
   TO    DAY  FEET   MG/L P     UG/L

73/04/16 16 30 0000    0.051       9.1
73/10/02 15 IS 0000    0.175     121.4

-------
       APPENDIX D

TRIBUTARY AND WASTEWATER
  TREATMENT PLANT DATA

-------
STORET RETRIEVAL DATE 76/06/04
                                                                  3409A1
                                                                 41  08 15.0 074 22 02.0 4
                                                                 BELCHER CREEK
                                                                 34       7.5 GREENWOOD LK
                                                                 0/PINECLIFF LAKE         013292
                                                                  UNION VALLEr RO tJRDG IN WEST MILFORO
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00

DATE
FROM
TO
73/07/21
73/08/19
73/09/08
73/12/02
74/01/20
74/02/10
74/02/24
74/03/24
74/04/07
74/05/12
74/06/23

TIME DEPTH
OF
DAY FEET
12 15
12 15
12 25
11 00
13 15
10 45
11 30
11 30
12 45
14 00
12 00
00630
N026.N03
N-TOTAL
MG/L
0.075
0.048
0.084
0.014
0.252
0.192
0.220
0.032
0.012
0.020
0.024
00625
TOT KJEL
N
MG/L
1.260
1.050
1.800
0.600
0.200
0.500
0.400
0.600
0.4QO
0.400
1.000
00610
NH3-N
TOTAL
MG/L
0.200
0.086
0.147
0.024
0.032
0.015
0.020
0.020
0.015
0.020
0.045
00671
PHOS-OIS
ORTHO
MG/L P
0.019
0.018
0.006
0.008
0.016
0.020
0.01S
0.015
0.010
0.010
0.010
00665
PHOS-TOT

MG/L P
0.095
0.090
0.095
0.030
0.050
0.065
0.060
0.065
0.040
0.055
0.070

-------
STORET RETRIEVAL DATE 76/06/04
                                                                  3409A2
                                                                 41 07 28.0 074 22 47.0 4
                                                                 BELCHER CHEEK
                                                                 34      7.5 NEWFOUNDLAND
                                                                 I/PINECLIFF LAKE         013391
                                                                 2NDRY RD BHDG BTWN LAKE & NINES POND
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/07/21
73/OB/19
73/09/08
73/10/14
73/12/02
74/01/20
74/02/10
74/02/24
74/03/24
74/04/07
74/05/12
74/06/23
00630 00625
TIME DEPTH N02t.N03 TOT KJEL
OF N-TOTAL N
DAY FEET
12
12
12
13
11
13
11
11
10
11
11
13
00
30
15
30
15
30
05
05
30
35
00
30
MG/L
0.
0.
230
080
0.014
0.
0.
0.
0.
0.
0.
0.
0.
0.
180
672
610
672
570
340
270
252
380
MG/L
0.750
1.000
1.760
1.650
0.300
0.100K
0.300
0.400
0.200
0.200
0.400
0.500
OQ610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
126
095
044
250
048
048
050
045
025
020
055
070
MG/L
0.
0.
0.
0.
P
040
021
010
061
0.092
0.
0.
0.
0.
0.
0.
0.
064
085
050
035
032
025
055
MG/L P
0
0
0
0
0
0
0
0
0
0
0
0
.105
.092
.125
.105
.150
.085
.120
.090
.065
.040
.115
.110
 K VALUE KNOWN TO BE
 LESS THAN INDICATED

-------
STORE! RETRIEVAL DATE 76/06/04
                                                                  3409B1
                                                                 41  08 06.0 074 22 35.0 4
                                                                 UNNAMED CHEEK
                                                                 34       7.5 WAKAYANUA
                                                                 T/PINECLIFF LAKE         013292
                                                                 2NDKY RD «RDG ON E SIDE OF LAKE
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/07/21
73/08/19
73/10/14
73/12/02
74/01/20
74/02/10
74/02/24
74/03/03
74/03/24
74/04/07
74/05/12
74/06/23
00630 00625
TIME DEPTH N026.N03 TOT KJEL
OF N-TOTAL N
DAY FEET
12
12
13
11
13
10
11
14
11
12
12
11
20
00
00
45
00
30
15
30
15
00
00
00
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
.140
.189
.082
.032
.110
.050
.120
.052
.040
.020
.070
.068
MG/L
0.
3.
2.
0.
0.
0.
0.
0.
0.
0.
0.
0.
560
300
300
100
100K
500
100K
100K
300
200
100
100K
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
115
105
336
068
020
025
015
030
030
020
025
010
MG/L
0.
0.
0.
0.
0.
o.
p
005K
007
042
016
005K
005K
0.005K
0.
0.
o.
0*
0.
010
005K
005
005
005K
MG/L P
0.010
0.010
0.130
0.035
0.005K
OoOOSK
0.010
0.020
0.005
0.005
0.010
0.015
 K  VALUE KNO*N  TO BE
 LESS THAN  INDICATED

-------
STORE! RETRIEVAL DATE 76/06/04
                                                                  3409AA          AS3409AA     P000724
                                                                 41 08 36.0 074 21 19.0 4
                                                                 CRESCENT PARK (WEST MILFORD)
                                                                 34      7.5 GREENWOOD LA
                                                                 T/PINECLIFF LAKE         013292
                                                                 BELLHER CREEK
                                                                 11EPALES             2141204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/11/30
73/12/31
74/01/23
74/02/08
74/02/28
74/03/29
74/04/23
74/05/16
74/06/17
74/07/10
74/07/30
00630
TIME DEPTH N02&N03
OF N-TOTAL
DAY FEET
08
08
09
16
10
09
09
08
08
08
09
00
45
30
00
40
50
30
30
15
40
45
MG/L
4
9
6
10
8
0
11
4
12
15
6
.500
.600
.300
.900
.000
.800
.000
.600
.300
.200
.800
00625
TOT KJEL
N
MG/L
3.000
7.000
8.500
3.800
10.000
9.000
4.800
4.700
1.100
l.OOOK
3.800
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.110
0.130
1.040
0*051
4.600
2.100
0.580
2.500
0.073
0.050K
0.380
MG/L P
5.800
6.500
6.200
6.500
6.200
5.600
8.200
7.000
4.900
6.200
7.200
50051 50053
FLOW CONDUIT
RATE FLOrt-MGD
MG/L P INST MGU MONTHLY
6.500
7.250
6.300
7.400
7.000
6.800
8.800
7.700
5.300
6.300
7.500
0.065
0.065
0.068
0.063
0.066
0.062
0.050
0.066
0.080
0.061
0.055
0
0
0
0
0
0
0
0
.063
.066
.066
.066
.067
.066
.065
.067
0.066
0
0
.064
.058
  K \MLU£ KNOWN  TO t)E
  LESS THAN  INDICATED

-------
STORE! RETRIEVAL DATE 76/06/04
                                                                  340^21           AS340921      P000480
                                                                 41  08  25.0  074  22 06.0  4
                                                                 OLDE MILFORD  PLANT  (W.MILFORD)
                                                                 34       7.5 GREENWOOD LA
                                                                 0/PINECLIFF LAKE         013292
                                                                 PINECLIFF LAKE
                                                                 HEPALES            2141204
                                                                  0000  FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/07/30
73/08/29
73/09/27
73/10/26
73/11/23
73/12/27
74/01/24
74/02/20
74/03/27
74/04/26
74/05/30
74/06/20
74/07/25
00630
TIME DEPTH N02&N03
OF N-TOTAL
DAY FEET
08
12
08
08
08
08
08
08
08

08
08
08
37
IS
30
40
20
30
30
30
30

30
40
30
MG/L
2.200

15.600
28.000
13.600
0.880
1.400
1.280
0.440
0.240
0.160
18.000
5.280
00625
TOT KJEL
N
MG/L
6.700
0.480
2.300
0.100K
0.100K
5.600
1.700
7.500
3.000
7.300
25.000
l.OOOK
l.OOOK
00610 00671 00665
NH3-N PHOS-DIS FHOS-TOT
TOTAL ORTHO
MG/L
0.490
0*056
0.570
0.050
0.025
1.500
0.590
2.400
1.700
3.700
9.000
0.170
0.120
MG/L P
4.900
4.800
7.900
7.640
7.000
0.800
0.480
0.990
1.100
1.750

-------
STORET RETRIEVAL DATE 76/06/04
                                                                  340931          AS3<*0931      P000150
                                                                 41 08 25.0 074 22 06.0 4
                                                                 MILFORO MANOR NURSING HOME(W MIL
                                                                 34      7.5 GREENWOOD LA
                                                                 0/PINECLIFF LAKE         013292
                                                                 PINECLIFF LAKE
                                                                 UEPALES             3141304
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/07/30
73/OB/29
73/09/27
73/10/26
73/11/23
73/12/26
74/01/24
74/02/25
74/03/27
74/04/26
74/05/30
74/06/20
74/07/25
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10
10
11
10
10
10
10
09
11
10
10
10
10
35
45
00
45
30
30
30
30
15
45
30
20
40
MG/L
16.200

21.700
18.600
18.000
17.000
IB. 000
19.000
18.000
23.000
17.000
12.600
8.100
MG/L
1.600
0.360
1.400
1.200
0.100K
0.500K
0.500K
2.500
.OOOK
.600
.500
.200
.OOOK
00610 00671
NH3-N PHOS-DIS
TOTAL ORTHO
MG/L
0.130
0.079
0.043
0.036
0.010K
0.077
0.040K
0.050K
0.170
0.072
0.050K
0.050K
0.067
MG/L P
21.000
28.000
36.000
33.000
26.000
27.000
26.000
28.500
33.800
31.000
38.000
24.300
17.520
00665
PHOS-TOT
50051 50053
FLOW CONDUIT
RATE FLOlrf-MGO
MG/L P INST MGD MONTHLY
23.000
31.000
36.000
38.000
27.000
27.000
26.300
28.500
40.000
35.000
39.000
26. BOO
17.800
0.015
0.005
0.004
0.005
0.003
0.004
0.004
0.004
0.004
0.004
0*004
0.004
0.004
0.015
0.005
0.004
0.005
0.004
0.004
0.005
0.004
0.004
0.004
0.004
0.004
0.004
  K  VALUE  KNOWN  TO  rlE
  LESS  THAN  INDICATED

-------
STORE! RETRIEVAL DATE 76/06/04
  DATE
  FROM
   TO

73/07/29
73/C9/01
73/10/06
73/11/03
74/01/26
74/03/02
74/04/13
74/05/05
74/08/06
             00630
TIME DEPTH N02&N03
 OF        N-TOTAL
DAY  FEET    MG/L
12 00
09 00
10 00
09 00
12 00
13 00
09 00
10 00
11 00
10.500

23.500
22.000
16.800
17.000
19.200
 2.520
28.000
                                                                  340941          AS340941     P000080
                                                                 41 08 25.0 074 22 06.0 4
                                                                 REFLECTION LAKES (BUTLER)
                                                                 34      7.5 GREENWOOD LA
                                                                 0/PINECLIFF LAKE         013292
                                                                 PINECLIFF LAKE
11EPALES
2141204
0000 FEET DEPTH CLASS 00
00625
TOT KJEL
N
MG/L
7.700

0.250
l.OOOK
l.OOOK
4.400
3.200
3.000
l.OOOK
00610
NH3-N
TOTAL
MG/L
0.140
0.075
0.083
0.010K
0.040K
1.980
0.765
0.430
0.050K
00671
PHOS-DIS
ORTHO
MG/L P

8.500
9.000
6.200
8.100
6.950
7.150
9.300
5.750
00665
HHOS-TOT

MG/L P
8.900
8.700
9.000
6.200
8.300
7.200
8.000
10.000
6.000
50051
FLOW
HATE
INST MOD
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
50053
CONDUIT
FLO*-MGD
MONTHLY
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
0.002
  K VALUE KNOWN TO BE
  LESS  THAN INDICATED

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         APPENDIX E

PARAMETRIC RANKINGS OF LAKES
   SAMPLED BY NES IN 1973

     STATE OF NEW JERSEY

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LAKE DATA TO BE USED IN RANKINGS

LAKE
CODE  LAKE NAME

3*02  BUDD LAKE

3403  GREENWOOD LAKE

3406  ORADELL RESERV01H

3*09  PINECLIFF LAKE

3*10  HOMPTON LAKES

3412  DUHERNAL LAKE

3413  FARRINGTON LAKE

3415  LAKE HOPATCONG

3417  LAKE MUSCONETCONG

3419  PAULINS KILL LAKE

3420  SPRUCE RUN RESERVOIR

3422  UNION LAKE

3423  WANAQUE RESERVOIH
MEDIAN
TOTAL P
0.082
0.021
0.05S
0.070
0.071
0*082
0.055
0.022
0.036
0.133
0.020
0.063
0.014
MEDIAN
INORG N
0.205
0.1CO
0.990
0.175
0.795
1.420
0.770
0.120
0.140
0.950
0.470
1.150
0.120
500-
MEAN SEC
47*. 000
414.250
462.500
465.500
463.167
466.667
462.000
416.333
436.000
460.500
428.667
463.200
355.333
MEAN
CrILORA
48.500
11.920
22.267
36.960 ,
23.033
6.800
8.283
13.627
11.067
7.017
15.333
22.080
7.111
Ib-
MlN 00
7.400
14.800
13.600
11.000
11.800
8.600
14.*iO
14.900
6.000
9.000
15.000
12.600
14.800
ME01AN
DISS OrtTHO P
0.012
0.007
O.OOb
0.011
0.029
0.010
0.012
0.007
0.010
0.065
0.007
0.018
0.005

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PERCENT or LAKES *ITH HIGHER VALUES (NUMBER OF LAKES *ITH HIGHEK VALUES*

LAKE
CODE  LAKE NAME

3402  8UDD LAKE

3403  GREENWOOD LAKE

3406  ORADELL SESERVOIR

3409  PINECLIFF LAKE

3410  POMPTON LAKES

3412  DUMERNAL LAKE

3413  FARRINGTON LAKE

3415  LAKE HOPATCONG

3417  LAKE MUSCUNETCONG

3419  PAULINS KILL LAKE

3420  SPRUCE RUN RESERVOIR

3422  UNION LAKE

3423  tfANAQUE RESERVOIR
MEDIAN
TOTAL P
12 <
93 <
54 (
33 <
25 (
12 (
54 (
75 (
67 (
0 <
92 <
42 <
100 (
1)
10)
6)
4)
3>
1)
6)
9)
8)
0)
11)
5>
12)
MEDIAN
INORG N
58 <
100 (
17 <
67 (
33 (
0 (
42 (
87 (
75 (
25 (
50 (
a (
67 (
7)
12)
21
8)
4)
0)
51
10)
9)
3)
6)
1)
10)
500-
MEAN SEC
o <
92 <
42 (
17 (
33 (
8 (
50 (
83 (
67 <
58 (
75 (
25 (
100 <
0)
11)
5)
2)
4)
1)
6)
10)
8)
7>
9)
3> .
12)
• MEAN
CHLORA
0 (
58 (
25 t
8 <
17 (
100 (
75 <
50 I
67 1
92 (
42 t
33 (
83 (
0)
7)
3)
1)
2)
12)
9)
6)
8)
11)
5)
4)
10)
15-
MIN DO
92 <
21 <
42 (
67 (
SB (
83 (
33 (
6 (
100 (
75 (
0 (
50 <
21 (
11)
2)
5)
8)
7)
10)
4)
1)
12)
9)
0)
6)
2)
MEDIAN
DISS ORTMO P
25 (
fa3 *
67 (
42 (
8 (
58 <
29 (
83 (
50 (
0 (
63 (
17 (
100 (
3)
9)
8)
5)
1)
7)
3)
9)
6)
0)
9)
2)
12)
INDEX
NO
191
437
247
234
174
261
283
386
426
250
342
175
491

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LAKES RANKED BY INDEX NOS.




RANK  LAKE CODE  LAKE NAME               INDEX NO






   1  3423       WANAQUE RESERVOIR          491




   2  3403       GREENWOOD LAKE             437



   3  3417       LAKE MUSCONETCONG          426



   4  3415       LAKE HOPATCONG             386




   5  3420       SPRUCE RUN RESERVOIR       342



   6  3413       FARRINGTON LAKE            283



   7  3412       OUHERNAL LAKE              261




   8  3419       PAULINS KILL LAKE          250



   9  3406       ORADELL RESERVOIR          247



  10  3409       PINECLIFF LAKE             234




  11  3402       BUDD LAKE                  191



  12  3422       UNION LAKE                 175



  13  3410       POMPTON LAKES              174

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