U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                            REPORT
                                              ON
                                         PAULINSKILL LAKE
                                          SUSSEX COUNTY
                                           NEW JERSEY
                                          EPA REGION II
                                        WORKING PAPER No, 371
     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
"&G.P.O. 699-440

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                                           REPORT
                                             ON
                                      PAULINSKILL LAKE
                                        SUSSEX COUNTY
                                         NEW JERSEY
                                        EPA REGION II
                                     WORKING PAPER No, 371
          WITH THE COOPERATION OF THE
NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION
                     AND THE
            NEW JERSEY NATIONAL GUARD
                     MAY 1976

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                               CONTENTS

                                                       Page
Foreword                                                 ii
List of Study Lakes - State of New Jersey                iv
Lake and Drainage Area Map                                v
Sections
  I. Conclusions       •                                   ^
 II. Lake and Drainage Basin Characteristics              3
III. Lake Water Quality Summary                           5
 IV. Nutrient Loadings                                    9
  V. Literature Reviewed                                 ^4
 VI. Appendices                                          15

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                               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
planning [§303{e)], water quality criteria/standards review
[§303(c]], clean lakes [§314(a,b)], and water quality monitoring
[§106 and §305{b)] activities mandated by the Federal Water
Pollution Control Act Amendments of 1972.

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                                  m
     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. Ruhlin, 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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                             1v
               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
Paulirisk-ill Lake
Pinecliff Lake
Pompton Lakes
Spruce Run Reservoir
Union Lake
Wanaque Reservoir
COUNTY
Morris
Middlesex
Middlesex
Passaic, N.O.;
Orange, N.Y.
Morris, Sussex
Morris, Sussex
Bergen
Sussex
Passaic
Passaic
Hunterdon
Cumberland
Passaic

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                   ft
                   \ TNew Jersey


               Hap Location
PAULINSKILL  LAKE

0 Tributary Sampling Site
Xftake Sampling Site
Ti Sewage Treatment Facility
                                                                          i Hi .
                                                                       Scale
Lake Owtsst

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                  PAULINSKILL  LAKE,  NEW  JERSEY
                         STORE! NO.  3419

I.    CONCLUSIONS
     A.    Trophic Condition:
               PauHnsklll  Lake is classified as  eutrophic on
          the basis of Survey  data.   Survey limnologlsts observed
          mats of floating  aquatic vegetation,  but  no visible
          algal blooms in the  grey-green lake.  Potential for
          primary productivity as measured by algal  assay control
          yield and phosphorus levels were high,  while  Secchi
          disc visibility was  moderately low.   Chlorophyll a_
          values ranged from 3.1 ug/1 in the spring to  a high
          of 21.6 ug/1 in the  fall.
               Kettelle and Uttormark (1971) reported dense
          algal growths and aquatic  weeds in Paulinskill Lake.
          The lake was drained in 1944,  and weed  growth was
          successfully curtailed.
     B.    Rate-Limiting Nutrient:
               Algal assay  results  indicate that  Paulinskill
          Lake was limited  by  available  nitrogen.  Spikes with
          nitrogen or nitrogen and  phosphorus simultaneously
          resulted in Increased assay yields.   Additions of
          phosphorus alone  did not  stimulate a  growth response.

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                                 2
        The mean total inorganic nitrogen to mean orthophos-
    phorus ratios (N/P) substantiate these results.
C.  Nutrient Controllability:
    1.  Point Sources -
            Point sources contributed 47.3% of the total  phos-
        phorus loading to Paulinskill Lake.  The city of New-
        ton wastewater treatment plant contributed 45.2% of
        the total load.  The loading of 18.17 g/m2/yr is 7.3
        times higher than the "dangerous" level proposed by
        Vollenweider (Vollenweider and Dillon, 1974).   However,
        Vollenweider's model may not be applicable to lakes
        with short retention times.  Paulinskill Lake is nitro-
        gen limited as a result of a super-abundance of avail-
        able phosphorus, rather than a nitrogen deficit.   Removal
        of phosphorus from all known point sources should result
        in a persistent state of phosphorus limitation and slow
        the rate of eutrophication.
    2.  Non-point Sources -
            The total phosphorus load from non-point sources
        accounted for 52.7% of the load reaching Paulinskill
        Lake.  Major tributaries contributed 50.4%, while minor
        tributaries contributed 2.1% of the load.

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS
          Lake and drainage basin c,haracter1 sties are Itemized
     below.   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.
     Tributary 34198(1) is included In drainage area and dis-
     charge figures for Station 3419A(2).  Available chemistry
     for B(l) was used, however, in calculating loading for the
     minor tributaries ("ZZ"), since  tributary A(2) was impacted
     by point sources upstream of the B(l) sampling site.
     Precipitation values are estimated by methods as outlined
     in National Eutrophication Survey (NES) Working Paper No.  174,
     A table of metric/English conversions is included as Appen-
     dix A.
     A.   Lake Morphometry:
          1.   Surface area:  0.64 km2.
          2.   Mean depth:  1.8 meters.
          3.   Maximum depth:  4.3 meters.
          4.   Volume:  1.152 x 106 m3.
          5.   Mean hydraulic retention time:  4 days.

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B.   Tributary and Outlet (see Appendix B for flow data):
     1.   Tributaries -
                                        Drainage     Mean  flow
          Name                          area(km?)    (m3/sec)
          A(2) Paulinskill River          179.0       2.87
          Minor tributaries and
          immediate drainage -              9.2       0.16
                    Totals                188.2       3.03
     2.   Outlet - A(l) Paulinskill  R.     188.8       3.03
C.   Precipitation:
     1.   Year of sampling:  139.8 cm.
     2.   Mean annual:  106.9 cm.

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III.  LAKE WATER QUALITY  SUMMARY
          PauHnskUl  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  and from a number  of depths at  each station
     (see map, page  v).   During  each  visit, samples were
     collected from  one  or more  depths  at each station for
     chlorophyll  ^analysis and  phytoplankton Identification
     and enumeration.  During the first visit, 18.9-Hter
     depth-integrated  samples were composited for algal assays.
     Maximum depths  sampled were 2.1  meters at Station 1 and
     0.9 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  phytoplankton counts and  chlorophyll  a_ determinations
     are Included in III B.   Results  of the limiting nutrient
     study are presented 1n III  C.

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PAULINS KILL
STORET CODE 3419
PARAMETER
    (  4/17/73 )
                 MAX
    S"» •  2    DEPTH
                 RANGE
RANGE    MEDIAN  (METERS)
                                                     PHrSICAL AND CHEMICAL CHARACTERISTICS

                                                                     <  7/22/73 )
                                                          N*
                 MAX
    S**> =  2    DEPTH
                 RANGE
RANGE    MEDIAN  (METERS)
                                                                                              N»
    < 10/ 2/73 )
                 MAX
    S«" =  2    DEPTH
                 RANGE
HANGE    MEDIAN  (METERS)
0.-1.5 M DEPTH
MAX DEPTH*'
DISSOLVED OXYGEN
0.-1.5 M DEPTH
MAX DEPTH**
2
2
(MG/L)
1
2
13.5- 13.8
12.8- 13.5

10.7- 10.7
9.6- 10.7
13.6
13.1

10.7
10.1
0.0-
0.0-

0.0-
0.0-
0.0
1.8

0.0
1.8
3
2

1
1
21.5- 22.5
21.2- 21.5

8.0- 8.0
6.0- 6.0
21.5
21.3

8.0
6.0
0.0-
0.9-

0.0-
2.1-
0.9
2.1

0.0
2.1
2
2

1
2
16.0- 18.6
16.0- 18.3

8.2- 8.2
8.2- 13.4
17.3
17.1

8.2
10.8
0.0- 0.0
0.0- 1.8

0.0- 0.0
0.0- 1.8
CONDUCTIVITY (UMHOS)
O.-l.S M DEPTH
MAX DEPTH"
2
2
370.- 375.
360.- 370.
373.
365.
0.0-
0.0-
0.0
1.8
3
2
243.- 301.
243.- 294.
243.
269.
0.0-
0.9-
0.9
2.1
2
2
725.- 775.
750.- 775.
7SO.
763.
0.0- 0.0
0.0- 1.8
PH (STANDARD UNITS)
0.-1.5 M DEPTH
MAX DEPTH"
TOTAL ALKALINITY
0.-1.5 M DEPTH
MAX DEPTH"
TOTAL P (MG/L)
O.-l.S M DEPTH
MAX DEPTH"
DISSOLVED ORTHO P
0.-1.5 M DEPTH
MAX DEPTH"
N02-N03 («G/L>
0.-1.5 » DEPTH
MAX DEPTH"
AMMONIA (MG/L)
0.-1.5 « DEPTH
MAX DEPTH*"
KJELOAHL N (MG/D
O.-l.S M DEPTH
MAX DEPTH"
2
2
(MG/L)
2
2

2
2
(WG/Lt
2
£

2
^

2
2

2
2
7.8- 8.0
7.8- 7.8

93.- 96.
94.- 96.

0.100-0.141
0.089-0.141

O.OS7-0.099
0.055-0.099

0.920-1.000
0.870-1.000

0.080-0.100
0.080-0.100

0.300-0.400
0.200-0.300
7.9
7.8

95.
9S.

0.120
0.115

0.078
0.077

0.960
0.935

0.090
0.090

0.350
0.250
0.0-
0.0-

0.0-
0.0-

0.0-
0.0-

0.0-
0.0-

0.0-
0.0-

0.0-
0.0-

0.0-
0.0-
0.0
1.8

0.0
1.8

0.0
1.8

0.0
i.e

0.0
i.a

0.0
1.8

0.0
1.8
2
1

2
1

2
1

2
1

2
1

2
1

2
1
7.4- 7.4
7.3- 7.3

78.- 109.
103.- 103.

0.120-0.137
0.133-0.133

0.065-0.083
0.071-0.071

0.500-0.860
0.880-0.880

0.110-0.150
0.160-0.160

O.BOO-I.OOO
0.700-0.700
7.4
7.3

94.
103.

0.128
0.133

0.073
0.071

0.680
0.880

0.130
0.160

0.900
0.700
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

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
2

2
2

2
2

2
Z

2
2

2
2

2
2
7.9- 9.0
7.9- 8.5

114.- 119.
113.- 119.

0.187-0.325
0.112-0.187

0.029-0.135
0.026-0.135

0.170-0.620
0.220-0.820

0.040-0.090
0.050-0.090

0.400-2.200
0.400-0.600
a. 4
a. 2

117.
116.

0.256
0.149

0.082
0.080

0.495
0.520

0.065
0.070

1.300
0.500
0.0- 0.0
o.o- i.a

0.0- 0.0
o.o- i.a

o.o- o.o
o.o- i.a

o.o- o.o
0.0- 1.8

0.0- 0.0
0.0- 1.8

0.0- 0.0
0.0- 1.8

0.0- 0.0
0.0- 1.8
SECCHI DISC (METERS)
                           0.9-  1.0
                                        1.0
                                                               0.6-  0.8
                                                                            0.7
                                                                                                    1.0-   1.8
                                                                                                                 1.4
                         • N = NO. OF SAMPLES
                         ** MAXIMUM DEPTH SAMPLED AT EACH SITE
                         •" S = NO. OF SITES SAMPLED OH THIS DATE

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B.   Biological Characteristics:
     1.   Phytoplankton -
Sampling
Date
04/18/73






07/22/73






10/02/73






Dominant
Genera
1.
2.
3.
4.
5.


1.
2.
3.
4.
5.


1.
2.
3.
4.
5.


Navicula
Flagellates
Stephanodiscus
Cyclotella
Melosira
Other genera
Total
Flagellates
Cyclotella
Stephanodiscus
Synedra
Nitzschia
Other genera
Total
Flagellates
Stephanodiscus
Cyclotella
Fragilaria
Scenedesmus
Other genera
Total
Algal
Units
per ml
610
557
478
133
107
742
2,627
1,013
220
176
154
154
639
2,356
5,840
531
190
190
190
454
7,395

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                                8
Sampling
Date
04/17/73
07/22/73
10/02/73
Station
Number
1
2
1
2
1
2
     2.   Chlorophyll a_ -
                                                  Chlorophyll  a,
                                                  tug/liter)
                                                       4.8
                                                       3.1
                                                       4.8
                                                       4.0
                                                      21.6
                                                       3.8
C.   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 very high in Paulinskill Lake at the
          time of sampling.  The lake was nitrogen limited at
          that time as indicated by the increased yield of the
          assay alga in response to an addition of nitrogen.
          Spikes with phosphorus and nitrogen simultaneously
          resulted in a maximum yield.
               The mean total N/P ratios of 13/1 in the spring lake
          samples, 12/1 in the summer, and 7/1 in the fall further
          suggest nitrogen limitation in Paulinskill  Lake.
Ortho P
Conc.(mg/l)
0.065
0.115
0.115
0.065
Inorganic N
Conc.{mg/l )
0.676
0.676
1.676
1.676
Maximum yield
(mg/l-dry wt.)
16.0
16.9
33,3
21.2

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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  1n
     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" ("II" of USGS) were estimated by  using
     the mean annual  concentrations in Unnamed Stream  at
     Station B(l) and mean annual 22 flow.
          The operators of the Schering Laboratory (Lafayette),
     and Newton wastewater treatment plants provided monthly
     effluent samples and corresponding flow data.   Nutrient
     loads  for  the  Big  N  Shopping  Center  (Sparta) wastewater
     treatment  plant were  estimated at  1.134  kg P and 3.401 kg N/
     capita/yr.

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                                      10
A.   Waste Sources:-
          Known municipal -
          Name

          Schering Laboratory
          (Lafayette)

          The Big N Shopping
          Center (Sparta)

          Newton
Population
Served*
58
150
Treatment
1.
2.
Mean Flow
(m3/d x 103)
0.060
0.057**
Receiving
Water
Paulinskill
River
Paulinskill
River
8,000
3.
3.888     Morris Brook/
          Paulinskill
          River
                    Key: 1.  Stabilization pond
                         2.  Secondary
                         3.  Trickling filter
      *Treatment plant questionnaires.
     **Estimated at 0.3785 m3/capita/day.

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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) Paulinskill  River         5,865          50.4
          b.   Minor tributaries and immediate
               drainage {nonpoint load) -       250           2.1
          c.   Known municipal STP's -
               Schering Lab (Lafayette)          70           0.6
               The Big N Shopping Center
                (Sparta)                         170           1.5
               Newton                         5,255          45.2
          d.   Septic tanks* -                   10           0.1
          e.   Known industrial - None
          f.   Direct precipitation   -      	10_           CL1
                         Total               11,630         100.0
     2.   Outputs  - A{1) Paulinskill River    9,750
     3.   Net annual P accumulation           1,880
      *Estimate based on 39 lakeside residences.

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                                  12
C.   Annual Total Nitrogen Loading - Average Year:
     1.   Inputs -
                                                            % of
          Source                     ,        kg N/yr        total
          a.   Tributaries (nonpoint load)
               A(2) Paulinskill River        183,825         84.8
          b.   Minor tributaries and immediate
               drainage (nonpoint load) -      8,015          3.7
          c.   Known municipal STP's -
               Schering Lab (Lafayette)          760          0.4
               The Big N Shopping Center
                (Sparta)                          510          0.2
               Newton                         22,600         10.4
          d.   Septic tanks* -                   415          0.2
          e.   Known industrial - None
          f.   Direct precipitation   -          690          0.3
                         Total               216,815        100.0
     2.   Outputs - A{1) Paulinskill River   190,695
     3.   Net annual N accumulation           26,120
      *Estimate based on 39 lakeside residences.

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                                13
D.   Mean Annual  Non-point Nutrient Export by Subdrainage  Area:
    Tributary                  -          kg P/km2/yr    kg  N/km2/yr
    A(2) Paulinskill  River                    33             1,027
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
                            (g/nrVvr)
    Estimated loading for Paulinskill Lake                    18.17
    Vollenweider's "dangerous11 or eutrophic loading            2.54
    Vollenweider's "permissible" or oligotrophic loading        1.27

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                                    14

V.   LITERATURE REVIEWED

    Ketelle, M. J. and P. D. Uttormark.  1971.   Problem Lakes
        in the United States.  U.S. Environmental  Protection
        Agency Project #16010 EHR.  University of Wisconsin,
        Madison, Wisconsin.

    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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LAKE CODE 3419
                      TRIBUTARY FLOW INFORMATION FOR NEW JERSEY

      PAUL INS KILL LAKE
                                                                                          06/04/76
          SUB-DRAINAGE
TRIBUTARY  AREA(SO KM)
3419A1
3419AZ
3419B1
3419ZZ
188.a
179.0
  4.6
  9.8
i OF LAKE 1St KM) 188,
JAN
3.34
3.14
0.045
0.176
FEB
3.85
3.65
O.OS1
0.201
MAR
6.12
5.76
0.082
0.311
,8
APR
5.27
4.98
0.071
0.278

MAY
3.23
3.06
0.042
0.170



NORMALIZED FLOWS 
-------
LAKE CODE 3419
                TRIBUTARY FLOW INFORMATION FOR NEW JERSEY
PAULINS KILL LAKE
                                                                                          06/04/76
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

3419BI
3419ZZ
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
0.057
0.027
0.016
0.016
0.021
0.130
0.079
0.062
0.076
0.116
0.054
0.024
0.221
0.10B
0.059
0.062
0.079
0.510
0.311
0.241
0.263
0.453
0.210
0.093
21
19
23
14
11
8
6
3
29
27


21
19
23
14
11
a
6
3
29
27


                                FLOW  DAY
                               0.091
                               0.023
                               0.021
                               0.010
                               0.016
                               0.051
                               0.071
                               0.079
                               0.065
                               0.057
 FLOW  DAY
FLOW
                               0.340
                               0.091
                               0.079
                               0.040
                               0.062
                               0.201
                               0.272
                               0.311
                               0.255
                               0.218
                                                          17
0.037
                                                          17
0.147

-------
        APPENDIX C



PHYSICAL AND CHEMICAL DATA

-------
STORE? RETRIEVAL DATE 76/06/04
                                                                  341901
                                                                 41  03  12.0  074  49 28.0  3
                                                                 PAULINS  KILL  LAKE
                                                                 34037    NEW JERSEY
                                                                                          020391
11EPALES 2111202
0010 FEET DEPTH CLASS 00

DATE
FROM
TO
73/04/17

73/07/22

73/10/02


DATE
FROM
TO
73/04/17

73/07/22

73/10/02


TIME DEPTH
OF
DAY FEET
15 30 0000
IS 30 0006
IS 45 0000
15 45 0007
IS 50 0000
15 50 0006

TIME DEPTH
OF
DAY FEET
15 30 0000
15 30 0006
15 45 0000
15 45 0007
15 50 0000
15 50 0006
00010
WATER
TEMP
CENT
13. 8
12.8
22.5
21.2
18.6
18.3
00665
PHOS-TOT

MG/L P
0.100
0.089
0.137
0.133
0.325
0.112
00300
DO

MG/L

9.6

6.0

13.4
32217
CHLRPHYL
A
UG/L
4.8

4.8

21.6

00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICROMHO
40 375
360
30 301
294
38 725
750










00400
PH

SO
8.00
7.80
7.40
7.30
9.00
8.50










00410
T ALK
CAC03
MG/L
93
94
109
103
114
113










00610
NH3-N
TOTAL
MG/L
0.080
0.080
0.150
0.160
0.040
0.050










00625
TOT
N
KJEL

MG/L
0
0
0
0
2
0










.400
.200
.800
.700
.200
.600










00630
N02&N03
N-TOTAL
MG/L
0.920
0.870
0.860
0.880
0.170
0.220










00671
PHOS-DIS
ORTHO
MG/L P
0.057
0.055
0.082
0.071
0.029
0.026











-------
STORET RETRIEVAL DATE 76/06/04

DATE
FROM
TO
73/04/17
73/07/22

73/10/02

TIME DEPTH
OF
DAY FEET
15 50 0000
15 30 0000
15 30 0003
15 40 0000
00010
WATER
TEHP
CENT
13.5
21.5
21.5
16.0
                                00300     00077
                                 DO      TRANSP   C*
                                         SECCHl   FIELD
                                M6/L     INCHES   M]
                                  10.7
                                   8.0

                                   8.2
36
24

69
                                                                  341902
                                                                 41 04 26.0 074 47 44.0 3
                                                                 PAULINS KILL LAKE
                                                                 34037   NEW JERSEY
                                                                                          020391
                                                                 11EPALES
                                                                  0006 FEET
                               DEPTH
  2111202
CCASS 00
94
TVY
i
HMO
370
243
243
775
00400
PH

SU
7.80
7.40

7.90
00410
T ALK
CAC03
MG/L
96
78

119
00610
NH3-N
TOTAL
MG/L
0.100
0.110

0.090
00625
TOT KJEL
N
MG/L
0.300
1.000
4
0.400
00630
N62LN03
N-TOTAt,
MG/L-
1.000
o.sot

0.12*
•0*71
PHOS-O1S
OATHD
M6/L P
• •099
0.0«5

••119
                      00665     32217
  DATE   TIHE DEPTH PHOS-TOT  CHLRPMYL
  FROM    OF                     A
   TO    DAY  FEET   MG/L P     UG/t

73/04/17 15 50 0000    0.141       3.1
73/07/22 15 30 0000    0.120       4.0
73/10/02 IS 40 0000    0.187       3.8

-------
       APPENDIX D

TRIBUTARY AND WASTEWATER
  TREATMENT PLANT DATA

-------
STORE? RETRIEVAL DATE 76/06/04
                                                                  3419A1
                                                                 41  03  10.0  074  49  40.0  4
                                                                 PAULINS  KILL
                                                                 34       SUSSEX  CO  HWY MA
                                                                 0/PAULINS KILL  LAKE       020391
                                                                 CO  H*Y 43 BRDG  JUST  BELO  OUTLET
                                                                 HEPALES            £111204
                                                                  0000 FEET  DEPTH  CLASS  00

DATE
FROM
TO
73/07/21
73/08/19
73/09/23
73/10/14
73/11/11
73/12/08
74/01/06
74/02/03
74/02/17
74/04/27

TIME DEPTH
OF
DAY FEET
09 20
12 10
10 15
10 40
09 10
09 50
08 50
09 10
12 20
08 50
00630
N02&N03
N-TOTAL
MG/L
0.470
0.560
0.360
0.500
1.260
0.990
1.200
0.216
1.500
0.710
00625
TOT KJEL
N
MG/L
2.000
2.200
1.320
1.550
1.200
1.100
0.500
o.eoo
0.600
0.800
00610
NM3-N
TOTAL
MG/L
0.750
0.096
0.086
0.140
0.189
0.088
0.072
0.070
0.082
0.015
00671
PhOS-OIS
ORTHO
MG/L P
0.017
0.087
0.054
0.077
0.065
0.088
0.032
0.025
0.052
0.030
00665
PHOS-TOT

MG/L P
0.080
0.145
0.145
0.140
0.155
0.145
0.045
0.040
0.075
0.045

-------
STORET RETRIEVAL DATE 76/06/04
                                                                  3419A2
                                                                 41  OS  00.0  074  46  50.0  4
                                                                 PAULINS  KILL
                                                                 34       SUSSEX  CO  HWY MA
                                                                 I/PAULINS KILL  LAKE       020391
                                                                 2NDRY  RO BRDG NE TIP OF LAKE
                                                                 UEPALES            2111204
                                                                  0000  FEET  DEPTH  CLASS  00

DATE
FROM
TO
73/07/21
73/08/19
73/09/23
73/10/14
73/11/11
73/12/08
74/01/06
74/02/03
74/02/17
74/03/29

TIME DEPTH
OF
DAY FEET
09 50
12 25
10 20
09 40
08 40
10 10
08 40
09 00
12 10
08 40
00630
N02&N03
N-TOTAL
MG/L
1.100
1.600
1.120
O.S50
1.430
1.260
1.300
1.230
1.600
0.710
00625
TOT KJEL
N
MG/L
2*300
1.320
1.380
0.950
0.700
0.600
0.500
0.400
0.600
1.800
00610
NH3-N
TOTAL
MG/L
0.72S
0.126
0.430
0.160
0.115
0.084
0.092
0.075
0.105
0.080
00671
PHOS-DIS
ORTHO
MG/L P
0.102
0.147
0.110
0.140
0.132
0.072
0.032
0.035
0.050
0.055
00665
PHOS-TOT

MG/L P
0.170
0.185
0.145
0.160
0.190
0.100
0.050
0.050
0.075
0.130

-------
STORE! RETRIEVAL DATE 76/06/04
                                                                  341961
                                                                 41 04 45.0 074 46 HQ.Q 4
                                                                 UNNAMED STREAM
                                                                 34      SUSSEX CO rlWY MA
                                                                 T/PAULINS KILL LAKE      020391
                                                                 2NDRY RO 6ROG NEAR NE TIP OF LAKE
                                                                 11EPALES             3111204
                                                                  0000 FEET  DEPTH  CLASS 00

DATE
FROM
TO
73/07/21
73/08/19
73/09/23
73/10/14
73/11/11
73/12/08
74/01/06
74/02/03
74/02/17
74/04/27

TIME DEPTH
OF
DAY FEET
09 45
12 20
09 40
09 50
08 50
10 00
08 45
09 30
12 00
08 50
00630
N02&N03
N-TOTAL
MG/L
0.230
0.430
0.378
0.270
0.300
0.224
0.352
0.340
0.460
0.276
00625
TOT KJEL
N
MG/L
2.600
2.300
1.470
?.300
0.750
1.000
0.200
0.4QO
0.700
0.900
00610
NH3-N
TOTAL
MG/L
0.810
0.590
0.231
0.565
0.072
0.040
0.024
0.035
0.025
0.015
00671
PHOS-DIS
ORTHO
MG/L P
0.023
0.036
0.019
0.014
0.012
0.008
0.008
0.020
0.010
0*005
00665
PMOS-TOT

MG/L P
0.080
0.075
0.055
0.045
0.075
0.065
0.010
0.025
0.035
0.035

-------
STORE! RETRIEVAL DATE 76/06/0*
.  3419AA           P03419AA
41  05  55.0  07*  41 45.0  4
SCHERING LAB .(LAFAYETTE)
34      7.5 MEYTON CAST
T/PAULINSKILL LAKE
PAULINSKILL RIVER
HEP ALES              21*120*
  0000  FEET  DEPTH  CLASS 00
                                                                                               P000036*
DATE
FROM
TO
73/07/23
CP(T)-
73/07/23
73/07/31
73/09/0*
CP(T>-
73/09/0*
73/10/02
73/11/06
CP(T>-
73/11/06
73/12/11
CPITt-
73/12/11
7*/01/09
CP(T)-
74/01/09
74/02/0*
CP-
74/02/0*
74/03/07
CPU>-
74/03/07
74/04/17
CP(T)-
74/04/17
74/05/07
CP(T)-
74/05/07
74/07/09
CPIT)-
74/07/09
74/08/23
cpm-
74/08/23
TIME DEPTH
OF
DAY
11

16
16
11

15
08
09

15
10

14
09

1*
09

15
oa

1*
08

1*
08

15
08

15
09

15

FEET
00

00
00
00

30
00
30

30
00

00
00

00
00

00
30

30
30

30
30

30
30

15
00

00
00630
N02&N03
N-TOTAL
MG/L

36.000

15.200

14.000

11.800

IB. 000


25.200


14.000


22.700


29.000


11.200


14.300


20.130


18.400

00625
TOT KJEL
N'
MG/L

3.990

0.580

1.990

52.000

17.000


9.300


2*. 000


7.800


24.000


18.000


5.100


3.000


23.000

00610
MH3-N
TOTAL
MG/L

0

0

0

0

0


1


1


0


a


0


0


0


17


.340

.480

.180

.270

.120


.600


.300


.096


.200


.320


.083


.091


.000

00671
PHOS-01S
ORTHO
MG/L P

1.900

1.205

2.440

2*600

1.700


2.310


4.000


5.300


1.700


1.610


0.840


1.570


1.500

0066S
PHOS-TOT
50051
FLOW
RATE
MG/L P

2.100

1.242



10.800

2.000


2.700


4.100


5.375


1.750


1.700


0.960


1.737


1.650

1N5T

0

0

0

0

0


0


0


0


0


0


0


0


0

MGD

.017

.015

.017

.019

.021


.017


.018


.017


.017


.022


.008


.014


.015

50053
CONDUIT
FLOH-HGO
MONTHLY

0.015

0.016

0.017

0.016

0.017


0.017


0.016


0.017


0.016


0.01S


0.010


0.014


0.017


-------
STOKET RETRIEVAL DATE 76/06/04
                                                                  3419AC          TF3419AC     P008000
                                                                 41  44 47.0 074 03 34.0 4
                                                                 NEtfTON
                                                                 34       7.5 NEWTON EAST
                                                                 T/PAULINSKILL LAKE       013291
                                                                 PAULINSK1LL RIVER
                                                                 11EPALES             2141204
                                                                  0000 FEET  OEPTri  CLASS 00
DATE
FROM
TO
73/09/iO
CP-
74/04/30
74/05/31
74/06/29
74/07/31
74/08/31
74/09/30
TIME DEPTH
OF
DAY
11

16
11

16
11

16
OB

16
11

16
08

16
15
08

11
10
15
10
16
11

FEET
00

00
00

00
00

00
00

00
00

00
00

00
00
00

00
30
00
30
00
00
00630
N02&N03
N-TOTAL
MG/L

13.000


10.000


9.900


4.600


4.100


3.680

3.520

10.400

11.800
If. 400
1^.400
5.900
6.130
00625
TOT KJEL
N
HG/L

16.750


7.300


10.000


8.900


4.900


5.700

3.000

8.000

15.000
14.000
26.000
4.600
2.700
00610
NH3-N
TOTAL
MG/L

8.950


3. IOC


4.400


1.390


1.600


0.660

0.230

3.300

6.100
6.500

0.930
0.395
00671
PHOS-DIS
ORTHO
MG/L P

5.800


2.730


3*300


1.700


1.280


1.400

1*200

3.750

3.400
6.100
5.600
0.780
1.280
00665
PHOS-TOT
50051
FLOW
RATE
MG/L

8.


3.


4.


p

100


700


100


4.650


3.




200


2.000

1.

4.

3.
6.
7.
1.
1.

450

bOO

800
400
300
200
800
INST

0


1


0


1


1


0

1

0

0
0
0
1
1
MGD

.800


.000


.814


.900


.400


.956

.810

.901

.791
.728
.845
.500
.500
50053
CONDUIT
FLOW-MGD
MONTHLY

0.800


0.700


0.750


1.300


1.100

.
0.993

1.700

1.310

0.900
0.813
0.807
0.950
1.230

-------
         APPENDIX E
PARAMETRIC RANKINGS OF LAKES
   SAMPLED BY NES IN 1973
     STATE OF NEW JERSEY

-------
LAKE DATA TO BE USED IN RANKINGS

LAKE
CODE  LAKE NAME

340Z  BLIOD LAKE

3403  GREENWOOD LAKE

3406  ORADELL RESERVOIR

3409  PINECLIFF LAKE

3410  POHPTON LAKES

3412  OUHERNAL LAKE

3413  FARRINGTON LAKE

3415  LAKE HOPATCONG

3417  LAKE MUSCONETCONG

3419  PAUL1NS KILL LAKE

3420  SPRUCE RUN RESERVOIR

3422  UNION LAKE

3423  WANAOUE RESERVOIR
MEDIAN
TOTAL P
0.082
0,021
0.055
0.070
0.071
0.082
0.05S
0.022
0.036
0.133
0.020
0.063
0.014
MEDIAN
INORG N
0.205
0.100
0.990
0.175
0.795
1.420
0.770
0.120
0.140
0.950
0.470
1.150
0.120
500-
MEAN 5EC
474.000
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
CHLORA
48.500
11.920
22.267
38.960
23.033
6.800
8.283
13.627
11.067
7.017
15.333
22.080
7.111
15-
MlN DO
7.400
14.800
13.600
11.000
11.800
8.600
14.400
14.900
6.000
9.000
15.000
12.800
14.800
MEOI-
LJISS OrtTl
0.012
0.007
0.008
0.011
0.029
0.010
0.012
0.007
0.010
0.065
0.007
0.013
0.005

-------
PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHER VALUES)

LAKE
CODE  LAKE NAME

3402  BUDD LAKE

3403  GREENWOOD LAKE

3406  ORADELL RESERVOIR

3409  PINECLIFF LAKE

3410  POMPTON LAKES

3412  OUHERNAL LAKE

3413  FARRINGTON LAKE

3415  LAKE HOPATCONG

3417  LAKE HUSCUNETCONG

3419  PAUL1NS KILL LAKE

3420  SPRUCE RUN RESERVOIR

3422  UNION LAKE

3423  WANAQUE RESERVOIR
MEDIAN
TOTAL P
12 <
83 <
54 (
33 <
25 (
12 (
54 (
75 <
67 (
0 (
92 (
42 (
100 (
1)
10)
6)
4)
3>
1)
6)
9)
6)
0)
11)
5)
12)
MEDIAN
INORG N
58 (
100 (
17 (
67 (
33 t
0 (
42 (
87 (
75 (
25 (
50 (
8 (
87 <
7)
12)
2)
8)
4)
0)
5)
10)
9)
3)
6)
1)
10)
500-
MEAN SEC
0
92
42
17
33
8
50
83
67
58
75
25
100
I 0)
< 11)
( 5)
( 2>
( 4)
( 1)
( 6)
{ 10)
( 8)
< 7)
( 9)
( 3)
( 12)
MEAN
CHLOHA
0 I
58 (
25 <
8 (
17 (
100 <
75 (
50 (
67 (
92 <
42 (
33 (
33 <
0)
7)
3)
1)
2)
12)
9)
6)
8)
11)
5)
4)
10)
15-
MIN DO
92
21
42
67
58
83
33
6
100
75
0
50
21
( 11)
< 2)
( 5)
( 8)
( 7)
( 10)
( 4)
( 1)
< 12)
( 9)
I 0)
( 6>
( 2)
MEDIAN
OISS OHTHO P
29 (
83 (
67 (
42 (
8 (
58 (
29 (
83 (
50 i
0 (
63 <
17 (
100 (
3)
9)
8)
5)
1)
7)
3)
9)
6)
0)
9)
2)
12)
INUEX
NO
191
437
247
234
174
261
283
386
426
250
342
175
491

-------
LAKES RANKED BY INDEX NOS.




RANK  LAKE CODE  LAKE NAME               INDEX NO






   1  3*23       WANAQUE RESERVOIR          491




   2  3*03       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       PAUL INS KILL LAKE          250



   9  3406       ORADELL RESERVOIR          247



  10  3409       PINECLIFF LAKE             234




  11  3402       BUDO LAKE                  191



  12  3422       UNION LAKE                 175



  13  3410       POMPTON LAKES              174

-------