U.S. ENVIRONMENTAL PROTECTION AGENCY
              NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                              REPORT
                                                ON
                                                   LAKE
                                        PASSAIC COim NEW JERSEY
                                         ORANGE COW, NEW YORK
                                           EPA REGION II
                                          WORKING PAPER No, 367
    CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
if G.P.O. 699-440

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                                           REPORT
                                             ON
                                                 LAKE
                                  PASSAIC COUNTY, NEW JERSEY
                                    ORANGE COUNTY, NEW YORK
                                       EPA REGION II
                                     WORKING PAPER No, 367
          WITH THE COOPERATION OF THE
NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION
                     AND THE
            NEW JERSEY NATIONAL GUARD
                     MAY 1976

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•1
CONTENTS
Page
Foreword
List of Study Lakes - State of New Jersey iv
Lake and Drainage Area Map V
Sections
I. Conclusions 1
II. Lake and Drainage Basin Characteristics
III. Lake Water Quality Summary
IV. Nutrient Loadings
V. Literature Reviewed 14
VI. Appendices 15

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Ii
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 [ 3O3(e)J, water quality criteria/standards review
[ 3O3(c)], clean lakes [ 3l4(a,b)], and water quality monitoring
[ lO6 and §305(b)] activities mandated by the Federal Water
Pollution Control Act Amendments of 1972.

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iii
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, multivarlate 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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iv
NATIONAL EUTROPHICATION SURVEY
STUDY LAKES
STATE OF NEW JERSEY
LAKE NAME COUNTY
Budd Lake Morris
Duhernal Lake Middlesex
Farrington Lake Middlesex
Greenwood Lake Passaic, N.J.;
Orange, N.Y.
Lake Hopatcong Morris, Sussex
Lake Musconetcong Morris, Sussex
Oradell Reservoir Bergen
Paulinskill Lake Sussex
Pinecliff Lake Passaic
Pompton Lakes Passaic
Spruce Run Reservoir Hunterdon
Union Lake Cumberland
Wanaque Reservoir Passaic

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Map Location
New
York
New
Jersey
GREENWOOD LAKE
® Tributary Saiçl Ing Site
X Lake Samp’ing Site
Sewage Treatment FacUlty
r..nwood
2 Lak.

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GREENWOOD LAKE, NEW JERSEY
STORET NO. 3403
I. CONCLUSIONS
A. Trophic Condition:
Based upon field observations and Survey data,
Greenwood Lake is considered early eutrophic. The
lake is characterized by summer depression of dis-
solved oxygen content, high total phosphorus levels
and abundant submerged and emerged aquatic vegetation.
Chlorophyll a values ranged from a low of 5.1 pg/i in
the fall to a high of 20.6 pg/i in the sumer. Mean
Secchi disc transparency was 217.8 cm.
In the past, herbicidal control has been practiced
annually or biannually. Ketelle and Uttormark (1971)
recommended partial dredging and removal of control-
lable nutrient sources for future control.
B. Rate-Limiting Nutrient:
Algal assay results indicate that Greenwood Lake
was limited by available phosphorus. Spikes with
phosphorus or nitrogen and phosphorus simultaneously
resulted in increased assay yields. The addition of
nitrogen alone did not stimulate a growth response.

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2
The ratio of mean total inorganic nitrogen to mean
orthophosphorus (N/P) in lake waters during spring
sampling substantiates these results, but indicates
nitrogen limitation during summer and fall.
C. Nutrient Controllability:
1. Point Sources -
The mean annual phosphorus load from point
sources was estimated to be 13.4% of the load
reaching Greenwood Lake. The Birch Hill Park
Disposal Co. contributed 10.5% of the total load.
The nutrient loading to Greenwood Lake of
0.31 g/m 2 /yr was 1.4 times greater than the
“permissible” load proposed by Vollenweider (Vol-
lenweider and Dillon, 1974), and was about 1.5
times below his proposed “dangerous” load. Total
elimination of known point sources would result
in a drop of the loading rate and should gradually
improve the water quality of the lake.
2. Non-point Sources —
Non-point sources contribute 86.6% of the phos-
phorus loading reaching Greenwood Lake. Measured
tributaries contributed 40.7% of the total phosphorus
load and ungaged drainage areas were estimated to
contribute 20.9% of the load.

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3
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:
1. Surface area: 7.77 km 2 .
2. Mean depth: 5.2 meters.
3. Maximum depth: 17.4 meters
4. Volume: 40.404 x 106 m 3 .
5. Mean hydraulic retention time: 346 days.

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4
B. Tributary and Outlet (see Appendix B for flow data):
1. Tributaries -
Drainage Me n flow
Name area(km 2 ) ( md/sec )
B(l) Beicher Creek 37.6 0.83
C(l) Unnamed Creek 13.4 0.24
Minor tributaries and
immediate drainage — 11.4 0.35
Totals 62.4 1.42
2. Outlet - A(1) Wanaque River 70.2 1.35
C. Precipitation:
1. Year of sampling: 122.9 cm.
2. Mean annual : 156.4 cm.

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5
III. LAKE WATER QUALITY SUMMARY
Greenwood 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 four stations on
the lake (Station 1 was sampled once, Stations 2 through
4 were sampled three times) 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 1 .5 meters at Station 1,
14.9 meters at Station 2, 8.5 meters at Station 3, and
1.5 meters at Station 4. 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 in III C.

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* N NO. OF SAMPLES
• MAXIMUM DEPTH SAMPLED AT EACH SITE
° S NO. OF SITES SAMPLED ON THiS DATE
GREENWOOD LAKE
STORET CODE 3403
PARAMETER
4/16/73
PHYSICAL AND CHEMICAL CHARACTERISTICS
7/23/73
N
S•°*
RANGE
= 4
MEDIAN
MAX
DEPTH
RANGE
(METEkS)
N
S *•
RANGE
= 3
MEDIAN
MAX
DEPTH
RANGE
(METERS)
N°
I 10/
S°
RANGE
1/73
= 3
MEDIAN
MAX
DEPTH
RANGE
(METERS)
TEMPERATURE (DEG CENT)
0.—1.5 H DEPTH 5
MAX OEPTH ° 4
8.9— 10.0
7.7— 9.9
9.4
9.0
0.0— 1.5
0.0— 14.9
6
3
25.0— 26.4
12.6— 25.7
25.8
14.5
0.0— 1.5
1.5— 12.2
5
3
19.5— 19.7
19.7
0.0— 1.5
DISSOLVED OXYGEN (MG/L)
O.—1.5 H DEPTH 2
MAX DEPTK• 4
12.0— 12.3
11.9— 12.3
12.1
12.0
0.0— 1.5
0.0— 14.9
3
3
7.6— 9.0
0.3— 7.6
8.8
1.2
0.0— 1.5
1.5— 12.2
3
3
14.1— 19.7
8.0— 9.4
19.1
8.4
0.0— 10.4
0.0— 1.5
CONDUCTIVITY (UMHOS)
0.—I.5 H DEPTH 5
MAX DEPTH*• 4
92.— 100.
92.— 95.
95.
92.
0.0— 1.5
0.0— 14.9
6
3
92.— 94.
80.— 94.
94.
89.
0.0— 1.5
1.5— 12.2
5
3
9.4
180.— 200.
180.—
6.8
190.
0.0— 10.4
0.0— 1.5
PH (STANDARD UNITS)
0.—1.5 H DEPTH 5
MAX DEPTH• * 4
7.6— 8.2
7.6— 8.1
7.9
7.6
0.0— 1.5
0.0— 14.9
4
3
6.9— 7.6
6.3— 6.9
7.2
6.6
0.0— 1.5
1.5— 12.2
5
3
6.5— 7.1
180.
6.8
0.0— 10.4
0.0— 1.5
TOTAL ALKALINITY (MG/L)
0.—l.5 M DEPTH 5
MAX DEPTH.. 4
15.— 20.
15.— 20.
15.
16.
0.0— 1.5
0.0— 14.9
4
3
16.— 21.
21.— 28.
20.
21.
0.0— 1.5
1.5— 12.2
5
3
6.8
12.— 15.
6.4
12.
0.0— 10.4
0.0— 1.5
TOTAL P (MG#’L)
0.—i.5 H DEPTH 5
MAX DEPTH° 4
0.016—0.021
0.018—0.021
0.016
0.020
0.0— 1.5
0.0— 14.9
3
2
0.022—0.043
0.035—0.043
0.040
0.039
0.0— 1.5
1.5— 8.5
5
3
11.— 25.
0.019—0.033
15.
0.023
0.0— 10.4
0.0— 1.5
DISSOLVED ORTHO p (MG/L)
0.—l.5 M DEPTH 5
MAX DEPTH* 4
0.004—0.011
o.oo5—o.o
0.006
0.007
0.0— 1.5
0.0— 14.9
4
3
0.006—0.011
0.007—0.120
0.008
0.009
0.0— 1.5
1.5— 12.2
5
3
0.033—0.191
0.005—0.010
0.056
0.006
0.0— 10.4
0.0— 1.5
N02.N03 (MG/L)
0.—i.5 H DEPTH 5
MAX DEPTH.. 4
0.050—0.070
0.050—0.070
0.070
0.070
0.0— 1.5
0.0— 14.9
4
3
0.040—0.040
0.040—0.110
0.040
0.040
0.0— 1.5
1.5— 12.2
5
3
0.010—0.040
0.010
0.020
0.0— 10.4
0.0— 1.5
AMMONIA (MG/I)
0.—1.5 M DEPTH 5
MAX DEPTH.. 4
0.040—0.070
0.030—0.070
0.050
0.055
0.0— 1.5
0.0— 14.9
4
3
0.060—0.070
0.060—0.560
0.060
0.170
0.0— 1.5
1.S— 12.2
5
3
0.030—0.040
0.040—0.510
0.020
0.040
0.0— 10.4
0.0— 1.5
KJELOAHL N (MG/I)
0.—1.5 M DEPTH 5
MAX DEPTHS. 4
0.200—0.600
0.200—0.500
0.500
0.400
0.0— 1.5
0.0— 14.9
3
2
0.600—0.900
0.500—0.600
0.700
0.550
0.0— 1.5
1.5— 8.5
5
3
0.400—1.000
0.050
0.800
0.0— 10.4
0.0— 1.5
SECCHI DISC (METERS)
0.500—1.000
0.800
0.0— 10.4

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7
B. Biological Characteristics:
1. Phytoplankton -
Algal
Sampling Dominant Units
Date Genera per ml
04/16/73 1. Asterionella 3,099
2. Flagellates 1,439
3. Fragilarla 1,185
4. Synedra 931
5. Melosira 457
Other genera 1 ,795
Total 8,906
10/01/73 1. Flagellates 455
2. Melosira 227
3. Anabaena 178
4. Centric diatom 130
5. Tabellarla 114
Other genera 309
Total 1,413
2. Chlorophyll a -
Sampling Station Chlorophyll a
Date Number ( pg/liter )
04/16/73 1 12.4
2 16.7
3 16.4
4 10.5
07/23/73 2 12.1
3 9.9
4 20.6
10/01/73 2 5.2
3 5.1
4 10.3

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8
Maximum yield
( mg/i-dry wt. )
1.5
4.4
15.1
2.0
C. Limiting Nutrient Study:
1. Autoclaved, filtered, and nutrient spiked -
Ortho P Inorganic N
Spike(mg/1) Conc.(mg/i) Conc. (mg/i )
Control 0.010 0.203
0.05 P 0.060 0.203
0.05 P + 1.0 N 0.060 1.203
1.00 N 0.010 1.203
2. Discussion -
The control yield of the assay alga, Selenastrum
capricornutum , indicates that the potential for primary
productivity in Greenwood Lake was moderately high at
the time of sampling. The lake was phosphorus limited
at that time as indicated by the increased growth of
the test alga in response to an addition of phosphorus.
Spikes with nitrogen and phosphorus simultaneously
resulted in a maximum yield while the addition of
nitrogen alone did not stimulate growth.
The N/P ratio of 20/1 in the spring lake data
further indicates phosphorus limitation. However,
N/P ratios in Greenwood Lake during summer and fall
were 10/1 and 8/1, respectively, suggesting nitrogen
limitation at those times.

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9
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 months of February
and March 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” (“ZZ” of USGS) were estimated by using
the mean annual concentrations in Unnamed Creek at Station
C(l) and mean annual ZZ flows.
The operators of the Birch Hill Park and Marshall Hill
School wastewater treatment plants provided monthly effluent
samples. Nutrient loads for the plants were calculated using
the available monthly chemistry and flow estimates
(0.3785 m 3 /capita/day).

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10
A. Waste Sources:
1. Known municipal -
Population Mean Flow Receiving
Name Served* Treatment ( m 3 /d x 103)** Water*
Birch Hill Park 260 1. 0.098 Beicher
Disposal Co. Creek
Marshall Hill 160 2. 0.060 Morestown
School Brook/
Beicher
Creek
2. Known industrial - None.
Key: 1. Activated sludge
2. Sand filter
*Trea ent plant questionnaires.
**Flow estimate based on 0.3785 m 3 /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) -
8(1) Belcher Creek 660 27.1
C(1) Unnamed Creek 330 13.6
b. Minor tributaries and immediate
drainage (nonpoint load) — 510 20.9
c. Known municipal STP’s -
Birch Hill Park 255 10.5
Marshall Hill School 70 2.9
d. Septic tanks* - 475 19.5
e. Known industrial - None
f. Direct precipitation**_ 135 5.5
Total 2,435 100.0
2. Output — A(1) Wanaque River 1,230
3. Net annual P accumulation 1,205
*Estimate based on the population of Greenwood Lake Village
(2,200) and 796 homes at Indian Park, Lakeside, and Sterling
Forest.
**Estimated (see NES Working Paper No. 175).

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12
C. Annual Total Nitrogen Loading - Average Year:
1. Inputs -
% of
Source kg N/yr total
a. Tributaries (nonpoint load) -
B(1) Beicher Creek 14,700 23.4
C(1) Unnamed Creek 7,960 12.7
b. Minor tributaries and immediate
drainage (nonpoint load) - 12,330 19.6
c. Known municipal SIP’s -
Birch Hill Park 1,130 1.8
Marshall Hill School 395 0.6
d. Septic tanks* - 17,860 28.5
e. Known industrial - None
f. Direct precipitation** - 8,390 13.4
Total 62,765 100.0
2. Output - A(1) Wanaque River 27,000
3. Net annual N accumulation 35,765
*Estjmate based on the population of Greenwood Lake Village
(2,200) and 796 homes at Indian Park, Lakeside, and Sterling
Forest.
**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/km 2 Jyr kg N/km 2 [ yr
B(l) Beicher Creek 18 391
C(l) Unnamed Creek 25 594
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/m 2 /yr)
Estimated loading for Greenwood Lake 0.31
Vollenweider’s “dangerous” or eutrophic loading 0.46
Vollenweider’s “permissible” or oligotrophic loading 0.23

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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 Sup-
port Laboratory, Las Vegas, Nevada, and Corvallis
Environmental 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 FA(;TORS
Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
Cubic meters x 8.107 x 1O = 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 = lbs/square mile

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APPENDIX B
TRIBUTARY FLOW DATA

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TRIBUTARY FLOW INFORMATION F R NEW JERSEY 06/04/76
LAKE CODE 3403 GREENWOOD LAKE
TOTAL DRAINAGE AREA OF LAKE(SQ KM) 70.2
SUB—DRAINAGE NORMALIZED FLOWS(CMS)
TRIBUTARY AREA(S0 KM) JAN FEB MAR APR HAY JUN JUL AUG SEP OCT NOV DEC MEAN
3403A1 70.2 1.47 2.04 3.00 2.10 1.42 1.10 0.42 0.91 0.42 0.51 1.33 1.50 1.35
34O3 1 37.6 0.99 0.99 1.67 1.36 0.85 0.51 0.40 0.42 0.42 0.51 0.85 1.02 0.83
3403C1 13.4 0.283 0.283 0.510 0.453 0.278 0.150 0.110 0.110 0.088 0.108 0.212 0.283 0.239
34 03 1Z 19.2 0.42 0.42 0.74 0.65 0.40 0.22 0.16 0.16 0.12 0.16 0.31 0.42 0.35
SUMMARY
TOTAL DRAINAGE AREA OF LAKE 70.2 TOTAL FLOW IN 17.04
SUM OF SUB-DRAINAGE AREAS 70.2 TOTAL FLOW OUT 16.23
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
3403A1 7 73 2.747 21 0.934
8 73 0.396 26 0.159
9 73 0.147 23 0.150
10 73 0.127
11 73 0.340 4 0.396
12 73 5.578 8 1.897
I 74 2.322 26 3.171
2 74 1.671 23 2.917
3 74 2.209 23 3.794
4 74 3.256 21 2.265
5 74 1.586 12 1.246
6 74 0.850 22 1.104
3403B1 7 73 0.651 21 0.708
8 73 0.215 26 0.127
9 73 0.133 23 0.227
10 73 0.278
11 73 0.278 4 0.278
12 73 1.982 8 0.538
1 74 1.218 26 1.472
2 74 0.906 23 2.464
3 74 1.416 23 2.067
4 74 1.699 21 1.104
5 74 1.019 12 1.756
6 74 0.481 22 0.453

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TRIBUTARY FLOW INFORMATION FOR NEW JERSEY 06/04/76
LAKE CODE 3403 GREENWOOD LAKE
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
3403C1 7 73 0.311 21 0.201
8 73 0.059 26 0.025
9 73 0.020 23 0.025
10 73 0.042
11 73 0.045 4 0.054
12 73 0.793 8 0.161
1 74 0.453 26 0.538
2 74 0.311 23 0.566
3 74 0.425 23 0.651
4 74 0.623 21 0.425
5 74 0.340 12 0.566
6 74 0.113 22 0.085
3403ZZ 7 73 0.425 21 0.283
8 73 0.085 26 0.037
9 73 0.031 23 0.034
10 73 0.059
11 73 0.062 4 0.076
12 73 1.133 8 0.229
1 74 0.651 26 0.765
2 74 0.425 23 0.821
3 74 0.623 23 0.934
4 74 0.878 21 0.595
5 74 0.453 12 0.793
6 74 0.164 22 0.122

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APPENDIX C
PHYSICAL AND CHEMICAL DATA

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STORET RETRIEVAL DATE 76/06/04
340301
41 13 03.0 074 18 03.0 3
GREENWOOD LAKE
34031 NEW JERSEY
013292
11EPALES 2111202
0009 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP CNDUCTVY PH T 41K NH3-N TOT KJEL N021N03 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTP$O
TO DAY FEET CENT MG/L INCHES MICRONHO SU MG/I MG/I MG/L MG/I HG/I P
73/04/16 13 00 0000 10.0 100 8.20 15 0.060 0.500 0.070 0.006
13 00 0005 9.9 12.3 92 8.10 15 0.040 0.200 0.070 0.005
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/16 13 00 0000 0.016 12.4
13 00 0005 0.019

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STORET RETRIEVAL DATE 76/06/04
340302
41 12 07.0 074 18 26.0 3
GREENWOOD LAKE
34031 NEW JERSEY
013292
I IEPALES 2111202
0053 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TINE DEPTH WATER DO TRANSP CNDUCTVY PH T ALK NH3—N TOT KJEL N02&N03 PHOS—OlS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/L INCHES MICROUHO Si) MG/I MG/L MG/I MG/L MG/I P
73/04/16 13 20 0000 8.9 8’. 95 7.90 15 0.050 0.600 0.070 0.007
13 20 0006 9.0 12.9 98 7.90 15 0.040 0.400 0.060 0.004
13 20 0015 9.0 12.4 100 7.90 14 0.050 0.400 0.060 0.006
13 20 0025 8.3 12.2 92 7.80 14 0.040 0.400 0.060 0.008
13 20 0035 8.1 12.2 98 7.70 15 0.040 0.300 0.060 0.003
13 20 0049 7.7 11.9 92 7.60 15 0.070 0.300 0.070 0.005
73/07/23 17 30 0000 25.5 9.0 108 93 7.20 16 0.060 0.040 0.006
17 30 0005 25.0 92
17 30 0010 24.9 91
17 30 0015 24.6 6.4 90 6.20 16 0.100 0.110 0.009
17 30 0020 23.7 84
17 30 0025 19.5 1.2 80 6.20 Ii 0.110 0.400 0.110 0.008
17 30 0030 14.2 0.2 75 6.50 21 0.210 0.500 0.120 0.026
17 30 0035 13.3 80
17 30 0040 12.6 0.3 89 6.60 28 0.560 0.110 0.120
73/10/01 14 15 0000 19.7 107 200 7.10 12 0.040 1.000 0.040 0.005
14 15 0005 19.6 8.0 200 6.80 13 0.040 0.800 0.020 0.006
14 15 0015 19.5 8.0 190 6.50 12 0.030 0.400 0.020 0.006
14 15 0028 18.9 7.6 190 6.60 11 0.050 0.300 0.020 0.008
14 15 0034 14.1 0.4 220 6.30 25 0.510 1.000 0.020 0.062
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/16 13 20 0000 0.016 16.7
13 20 0006 0.014
13 20 0015 0.016
13 20 0025 0.019
13 20 0035 0.016
13 20 0049 0.021
73/07/23 17 30 0000 12.1
17 30 0025 0.024
17 30 0030 0.044
73/10/01 14 15 0000 0.023 5.2
14 15 0005 0.024
14 15 0019 0.029
14 15 0028 0.027
14 15 0034 0.191

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STORET RETRIEVAL DATE 76/06/04
340303
41 10 49.0 074 19 43.0 3
GREENWOOD LAKE
34031 NEW JERSEY
013292
11EPALES 2111202
0028 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP CNOtJCTVY PH T ALK NH3—N TOT KJEL N021N03 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/L INCHES MICROMMO SU MG/L MG/L MG/L MG/L MG/L P
73/04/16 14 15 0000 9.0 92 7.70 18 0.040 0.300 0.060 0.004
14 15 0006 9.0 12.1 95 7.60 18 0.030 0.500 0.060 0.004
14 15 0016 8.7 12.0 95 7.60 17 0.040 0.500 0.070 0.004
14 15 0024 8.6 12.0 92 7.60 16 0.030 0.500 0.070 0.010
73/07/23 17 05 0000 26.2 8.8 108 93 7.60 19 0.070 0.700 0.040 0.008
17 05 0005 25.9 94
17 05 0010 25.8 93
17 05 0015 25.4 4.2 92 7.10 19 0.060 0.500 0.040 0.009
17 05 0020 25.2 7.0 90 6.30 20 0.070 0.500 0.050 0.007
17 05 0025 17.6 80
17 05 0028 14.5 1.2 80 6.30 21 0.170 0.500 0.040 0.007
73/10/01 14 40 0000 19.7 105 190 6.70 12 0.040 0.600 0.020 0.008
14 40 0005 19.5 8.4 180 6.50 12 0.030 0.400 0.010 0.005
14 40 0015 19.5 8.2 190 6.60 13 0.030 0.400 0.020 0.005
14 40 0024 19.1 6.8 180 6.40 11 0.050 0.500 0.020 0.005
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/16 14 15 0000 0.016 16.4
14 15 0006 0.017
14 15 0016 0.018
14 15 0024 0.018
73/07/23 17 05 0000 0.022 9.9
17 05 0015 0.025
17 05 0020 0.023
17 05 0028 0.035
73/10/01 14 40 0000 0.021 5.1
14 40 0005 0.019
14 40 0015 0.021
14 40 0024 0.056

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STORET RETRIEVAL DATE 76/06/04
340304
41 09 14.0 074 20 38.0 3
GREENWOOD LAKE
34031 NEW JERSEY
013292
1 IEPALES 2111202
0006 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP CNDUCTVY PH T ALK NH3—N TOT KJEL N02&N03 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/L INCHES MICROHHO SU MG/L MG/L MG/L MG/L MG/L P
73/04/16 15 50 0000 9.4 12.0 60 95 7.60 20 0.070 0.500 0.050 0.011
73/07/23 14 45 0000 26.4 60 94 7.20 21 0.060 0.900 0.040 0.011
14 45 0005 25.7 7.6 94 6.90 21 0.060 0.600 0.040 0.009
73/10/01 15 05 0000 19.7 9.4 54 180 6.80 15 0.040 0.800 0.020 0.010
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/16 15 50 0000 0.021 10.5
73/07/23 14 45 0000 0.040 20.6
14 45 0005 0.043
73/10/01 15 05 0000 0.033 10.3

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APPENDIX D
TRIBUTARY AND WASTEWATER
TREATMENT PLANT DATA

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STORET RETRIEVAL DATE 76/06/04
3403A1
41 09 35.0 074 19 50.0 4
WANAUUE RIVER
34 7.5 GREENWOOD LK
0/GREENWOOD LAKE 013292
Co RD 153 BROG NW OF AWOSTING
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NH3—N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET MG/L HG/I MG/L MG/I P MG/L P
73/07/21 13 15 0.030 0.450 0.084 0.007 0.030
73/08/26 10 30 0.089 0.600 0.110 0.029 0.035
73/09/23 11 00 0.078 2.000 0.960 0.007 0.035
73/11/04 11 00 0.010K 0.650 0.020 0.005K 0.025
73/12/08 11 00 0.048 0.800 0.068 0.005K 0.055
74/01/26 0.240 0.200 0.025 0.010 0.010
74/02/23 11 00 0.120 0.400 0.015 0.005K 0.022
74/03/23 09 30 0.060 0.500 0.025 0.010 0.037
74/04/21 10 30 0.004 0.450 0.020 0.005K 0.035
74t05/12 11 00 0.112 0.100 0.040 0.020 0.060
74/06/22 11 00 0.016 0.500 0.025 0.005 0.065
K VALUE KNOWN TO BE
LESS THAN INDICATED

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STORET RETRIEVAL DATE 76/06/04
I( VALUE KNOWN TO BE
LESS THAN INDICATED
3403b1
41 09 10.0 074 20 59.0 4
BELCHER CREEK
34 7.5 GREENWOOD LK
I/GREENWOOD LAKE 013292
CO RD 511 BRDG JUST ABOV MOUTH
1 1EPALES 2111204
0000 FEET DEPTH CLASS 00
00630
00625
00610
00671
00665
DATE
TIME
DEPTH
N02&N03
TOT KJEL
NH3—N
PHOS-DIS
PHOS—TOT
FROM
OF
N—TOTAL
N
TOTAL
ORTHO
TO
DAY
FEET
MG/L
MG/L
MG/I
MG/L P
MG/I P
73/07/21
12
40
0.020
0.560
0.110
0.005K
0.020
73/08/26
10
00
0.035
0.560
0.042
0.013
0.040
73/09/29
10
00
0.220
1.320
0.260
0.011
0.080
73/11/04
10
00
0.042
0.750
0.025
0.010
0.060
73/12/08
10
00
0.140
0.300
0.032
0.008
0.055
74/01/26
10
30
0.310
0.400
0.040
0.015
0.015
74/02/23
10
00
0.336
0.400
0.035
0.005
0.030
74/03/23
10
00
0.192
0.300
0.030
0.010
0.025
74/04/21
09
30
0.116
0.500
0.045
0.005
0.010
74/05/12
10
00
0.168
0.500
0.050
0.010
74/06/22
10
00
0.124
0.600
0.128
0.010
0.055

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STORET RETRIEVAL DATE 76/06/04
3403C1
41 13 10.0 074 17 28.0 4
UNNAMED CREEK
34 7.5 GREENWOOD LK
T/GREENWOOD LAKE 013292
2NDRY RD BRDG IN GREENWOOD LAKE
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NH3—N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTtIO
TO DAY FEET MG/L MG/L MG/I MG/L P MG/L P
73/07/21 13 00 0.154 0.880 0.189 0.019 0.090
73/08/26 10 15 0.410 2.100 0.132 0.019 0.030
73/09/23 10 30 0.010K 0.880 0.063 0.005K 0.015
73/11/04 10 50 0.036 0.650 0.015 0.007 0.025
73/12/08 10 30 0.330 0.500 0.036 0.008 0.060
74/01/26 10 45 0.520 0.900 0.190 0.025 0.055
74/02/23 10 30 0.860 1.300 0.045 0.010
74/03/23 10 30 0.352 0.200 0.020 0.005K 0.010
74/04/21 10 00 0.132 1.300 0.025 0.015 0.100
74/05/12 10 30 0.044 0.400 0.017 0.005 0.045
74/06/22 10 30 0.032 0.300 0.040 0.005 0.030
K VALUE KNOWN TO iE
LESS THAN INDICATED

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STORET RETRIEVAL DATE 76/06/04
3403BA AS34O3BA P000260
41 08 10.0 074 22 05.0 4
BIRCH HILL PARK DISPOSAL COMPANY
34 7.5 GREENWOOD LK
T/GREENWOOD LAt E 013292
BELCHER CREEK
11EPALES 2141204
0000 FEET DEPTh CLASS 00
00630 00625 00610 00671 00665 50051 50053
DATE TIME DEPTH N02&NO3 TOT KJEL NH3-N PHOS—DIS PHOS—TOT FLOW CONDUIT
FROM OF N-TOTAL N TOTAL ORTHO RATE FLOW—MGD
TO DAY FEET MG/L HG/L MG/L MG/L P MG/L P INST MGD MONTHLY
74/01/02 09 40 0.600 41.000 16.000 2.900 7.700
74/02/21 10 00 0.800 33.000 12.500 3.700 9.450
74/03/06 0.680 40.000 15.000 3.150 4.400 0.008 0.010
74/04/17 0.640 30.000 13.500 3.000 8.700
74/05/15 0.480 25.000 8.200 2.400 6.800
74/06/04 0.200 46.000 18.800 5.900 11.000
74/07/17 08 35 0.160 45.000 0.050K 1.600 10.500 0.008
74/08/14 0.400 44.000 13.000 4.300 9.450
74/09/11 0.160 43.000 4.750 10.500
74/10/16 0.300 14.000 3.600 1.800 3.600
74/11/13 1.680 18.000 4.000 2.100 4.400
74/12/10 0.480 20.750 5.500 1.380 6.250
75/01/09 0.320 2.800 0.590 0.270 0.320
K VALUE KNOWN TO BE
LESS THAN INDICATED

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STORET RETRIEVAL DATE 76/06/04
K VALUE KNOWN TO BE
LESS THAN INDICATED
DATE
TIME
DEPTH
N02&N03
TOT
KJEL
NH3-N
FROM
OF
N—TOTAL
N
TOTAL
TO
DAY
FEET
MG/L
3403XA SF34 03XA P000160
41 08 15.0 074 22 05.0 4
MARSHALL HILL SCHOOL
34 7.5 GREENWOOD
T/GREENW000 LAKE 013292
MORESTOWN BROOK TO BELCHERS CREEK
11EPALES 2141204
0000 FEET DEPTH CLASS 00
74/01/02 09 50
74/02/21
74/03/06
74/04/17
74/05/15
74/06/04
74/09/11 08 17
74/10/ 16
74/1 1/13
74/12/ 10
75/01/16 10 30
11,200
3.900
8.400
19. 000
6.700
46. 000
15. 800
51.200
23 .200
18. 400
16, 800
50053
CONDUIT
FLOW—MGO
MONTHLY
1 .000
1 .000K
4.900
1.000K
1.000K
1 .000K
1.000
1.000K
1.000K
5.200
6.700
00671
PHOS—DIS
OPT HO
MG/L P
1.920
0.340
1.800
2.400
0.950
3.850
2.800
2.300
2.100
2.600
3.000
0.100
0.150
0.150
0.120
0 .050K
0.050K
0.100
0.140
0.050K
0.065
0.055
00665 50051
PHOS—TOT FLOW
RATE
MG/L P INST MGD
2.000
6.700
2.100
2.450
0.980
5.000
3.000 0.007
2.500
2.200
3.600
3.800

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

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LAXE DATA TO BE USED IN RANKINGS
LAKE MEDIAN MEDIAN 500— MEAN 15— MEDIAN
CODE LAKE NAME TOTAL P INORG N MEAN 5EC Cr1LORA MIN 00 UISS 0 T’1O P
3402 BUOD LAKE 0.082 0.205 474.000 48.500 7.400 0.012
3403 GREENwOOD LAKE 0.021 0.100 414.250 11.920 L .800 0.007
3406 Oi AUELL RESERVO1I 0.055 0.990 462.500 22.26? 13.600 0.00
3409 PINECLIFF LAKE 0.070 0.175 465.500 38.960 11.000 0.011
3410 POMPTON LAKES 0.071 0.795 463.167 23.033 11.800 0.029
3412 DUHERNAL LAKE 0.082 1.420 466.667 6.800 8.600 0.010
3413 FARRINGTON LAKE 0.055 0.770 462.000 8.283 14.400 0.012
3415 LAKE HOPATC(JNG 0.022 0.120 416.333 13.627 14.900 0.007
3417 LAKE MUSCONETCONG 0.036 0.140 436.000 11.067 6.000 0.010
3419 PAULINS KILL LAKE 0.133 0.950 460.500 7.017 9.000 0.065
3420 SPRUCE RUN RESERVOIR 0.020 0.470 428.667 15.333 15.000 0.007
3422 UNION LAKE 0.063 1.150 463.200 22.080 12.800 0.018
3423 WANAOUE RESERVOIM 0.014 0.120 355.333 7.111 14.800 0.005

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PERCENT OF LAKES WITH HIGHER VALUES (NUM8ER OF LAKES iITH HIGHEk VALUES)
MEOLAN INOEX
NO
2; 3) 191
83 ( 9) ‘+37
67 ( 8) 2’.7
42 ( 5) 234
8 ( 1) 174
58 ( 7) 261
29 ( 3) 283
83 ( 9) 386
SO C 6) 426
0 ( 0) 250
83 ( 9) 342
17 C 2) 175
MIN DO 0155 ORTHO P
LAKE
CODE
LAKE NAME
MEDIAN
TOTAL P
MEDIAN
INORG
N
500—
MEAN SEC
MEAN
CHLORA
15-
3402
BUDD LAKE
12 (
1)
58 C
7)
0 (
0)
0 C
0)
92 ( 11)
3403
GREENu000 LAKE
83 (
10)
100 C
12)
92 (
11)
58
7)
21 C 2)
3406
ORADELL RESERVOIR
54 C
6)
17 (
2)
42 C
5)
25 (
3)
42 ( 5)
3409
PINECLIFF LAKE
33 C
4)
67 C
8)
17 (
2)
8 C
1)
67 ( 8)
3410
POMPTON LAKES
25 (
3)
33 C
4)
33 C
4)
17 (
2)
58 C 7)
3412
DUHERNAL LAKE
12 C
1)
0 (
0)
8 C
1)
100 (
12)
83 C 10)
3413
FARRINGTON LAKE
54 (
6)
42 C
5)
50 C
6)
75 C
9)
33 C 4)
3415
LAKE HOPATCONG
75 (
9)
87 (
10)
83 C 10)
50 C
6)
8 C 1)
3417
LAKE HUSCONETCONG
67 (
8)
75 C
9)
67 C 8)
67 C
8)
100 C 12)
3419
PAULINS KILL LAKE
0 (
0)
25 (
3)
58 C 7)
92 C
11)
75 ( 9)
3420
SPRUCE RUN RESERVOIR
92 (
11)
50 C
6)
75 ( 9)
42 (
5)
0 C 0)
3422
UNION LAKE
42 C
5)
8 C
1)
25 ( 3)
33 C
4)
50 C 6)
3423 WANAQUE RESERVOIR
100 ( 12) 87 C 10) 100 C 12) 83 ( 10) 21 C 2) 100 C 12)
491

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LAKES RANKED BY INDEX WOS.
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 BUDO LAKE 191
12 3422 UNION LAKE 175
13 3410 POMPTON LAKES 174

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