U.S. ENVIRONMENTAL PROTECTION AGENCY
NATIONAL EUTROPHICATION SURVEY
WORKING PAPER SERIES
REPORT
ON
WANAQUE RESERVOIR
PASSAIC COUMY
NEW JERSEY
EPA REGION II
WORKING PAPER No, 376
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
WANAQE RESERVOIR
PASSAIC COUNIY
NEW JERSEY
EPA REGION II
WORKING PAPER No, 376
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 6
IV. Nutrient Loadings 10
V. Literature Reviewed 16
VI. Appendices 17
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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)], 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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111
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.
AC KNOWLEDGMENTS
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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Awestir g
New York
New Jersey
Map Location
Midval.
Tributary Sampli’
Site
Lake Sampling SI
Sewage Treatment
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WANAQUE RESERVOIR, NEW JERSEY
STORET NO. 3423
I. CONCLUSIONS
A. Trophic Condition:
Based on Survey data and field observations,
Wanaque Reservoir is considered mesotrophic. Secchi
disc readings had a mean of 367 cm, and Survey
limnologists reported no algal blooms or problem
aquatic macrophytes. Chlorophyll a values ranged
from a low of 3.5 pg/l in the fall to a high of
12.2 pg/i in the summer. The potential for primary
productivity as measured by algal assay control
yield was low. Of the 13 New Jersey lakes sampled
in 1973, 100% had higher median total phosphorus
values and 87% had higher median inorganic nitrogen
values than Wanaque Reservoir.
B. Rate—Limiting Nutrient:
The algal assay results are not considered
reliable because of a significant change in nutrients
from the time the sample was collected until the assay
was begun. However, mean total inorganic nitrogen to
mean orthophosphorus ratios (N/P) in the lake data
indicate phosphorus limitation at all sampling times.
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2
C. Nutrient Controllability:
1. Point Sources -
The mean annual load from point sources was esti-
mated to be 9.7% of the total reaching Wanaque Reser-
voir. The Awosting section of West Milford Township
wastewater treatment plant contributed 8.5% of the
total load. It should be noted, however, that during
normal flow periods the plant does not discharge directly
into the Wanaque River, but rather goes into an old bed
and percolates into subsurface waters. Only during heavy
runoff periods does the flow exceed infiltration, and
thus discharge into the Wanaque River. Annual estimates
for loading from this plant into Wanaque Reservoir, then,
are probably too high (Dean C. Noll, personal communication).
The calculated phosphorus loading of 0.40 g P/m 2 /yr
for Wanaque Reservoir was slightly below the “permissible”
(oligotrophic) loading proposed by Vollenweider (Vollen-
weider and Dillon, 1974) for lakes with such volume and
retention time. However, in view of the apparent nitrogen
export and very low phosphorus accumulation in Wanaque Reser-
voir, and the high nutrient exports for tributary G(l) (Un-
named Stream), it is possible that unknown nutrient sources
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3
may be reaching the lake, making the loading value
of 0.40 g/m 2 /yr too low. Additional study of the
reservoir’s nutrient budget is needed before recom-
mendations on nutrient controllability can be
proposed.
2. Nonpoint Sources -
Nonpoint sources contributed 90.3% of the phos-
phorus load reaching Wanaque Reservoir. Measured
tributaries accounted for 65.5% of the total phosphorus
load and the ungaged tributaries were estimated to
contribute 20.4% of the load.
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4
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. The mean flow of the outlet includes the
flow diverted from Wanaque Reservoir for a municipal
water supply. The sum of the tributary flow does not
equal the outlet flow probably because of either sampling
error, unmeasured groundwater influence, or unknown inputs
reaching the lake. Precipitation values are estimated by
methods as outlined in National Eutrophication Survey (NES)
Working Paper No. 175. A table of metric/English conver-
sions is included as Appendix A.
A. Lake Morphometry:
1. Surface area: 9.35 km 2 .
2. Mean depth: 11.3 meters.
3. Maximum depth: 27.4 meters.
4. Volume: 105.655 x io m 3 .
5. Mean hydraulic retention time: 218 days.
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5
B. Tributary and Outlet (see Appendix B for
1. Tributaries —
Name
A(2) Wanaque River
D(l) West Brook
E(l) Ringwood Creek
F(l) Cupsaw Brook
G(l) Unnamed Stream
Minor tributaries and
immediate drainage -
Totals
2. Outlet
A(l) Wanaque River
Diversion canal
Totals
C. Precipitation:*
1. Year of sampling: 142.7 cm.
2. Mean annual: 120.4 cm.
flow data):
Mean flow
( m J sec )
2.19
0.64
0.89
0.21
0.05
0.76
4.74
1.17
4.44
5.61
Drainage
area(km 2 )
1 04.6
30.6
49.5
11.3
2.3
26.4
224.7
234.1
234.1
*Dean C. Noll, personal communication.
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6
III. LAKE WATER QUALITY SUMMARY
Wanaque Reservoir 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 three stations
on the lake and from a number of 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 23.5meters at Station 1, 17.4 meters
at Station 2, and 14.0 meters at Station 3. 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 sumarized in III A for waters 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 present 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
4/17/73
M AX
S••• 3 DEPTH
RANGE
RANGE MEDIAN (METERS)
1 7/22/73
MA A
S•• = 3 DEPTH
RANGE
N RANGE MEDIAN (METERS)
10/ 1/73
MAX
= 3 DEPTH
RANGE
N RANGE MEDIAN (METERS)
WANAQUE RESERVOIR
STORET CODE 3423
PHYSICAL
AND C,IEMICAL
CHAI ACTERISTICS
PARAMETER N°
TEMPERATURE (DEG CENT)
0.—1.5 M DEPTH 6
MAX DEPTH • 3
8.5— 10.0
7.5— 8.7
9.4
8.7
0.0— 1.2
7.9— 20.7
6
3
24.8— 25.5
7.0— 10.0
25.0
8.4
0.0— 1.5
14.0— 23.5
5
3
19.9— 20.5
8.6— 15.0
20.3 0.0— 1.5
10.4 10.7— 21.3
DISSOLVED OXYGEN (MG/L)
O.—1.5 H DEPTH 3
MAX DEPTH •’ 3
11.8— 12.4
11.5— 11.8
12.0
11.8
1.2— 1.2
7.9— 20.1
3
3
8.4— 12.6
0.6— 2.0
8.8
2.0
1.5— 1.5
14.0— 23.5
3
3
7.8— 8.4
0.2— 0.5
8.0 1.5— 1.5
0.4 10.7— 21.3
CONDUCTIVITY (UPIHOS)
0.—I.5 M DEPTH 6
MAX OEPTH • 3
80.— 85.
78.— 80.
81.
80.
0.0— 1.2
7.9— 20.7
6
3
70.— 72.
49.— 55.
71.
51.
0.0— 1.5
14.0— 23.5
6
3
160.— 170.
180.— 200.
160. 0.0— 1.5
200. 10.7— 21.3
P 14 (STANDARD UNITS)
0.—I.S N DEPTH 6
MAX DEPTH•’ 3
7.4— 7.6
7.4— 7.4
7.4
7.4
0.0— 1.2
7.9— 20.7
6
3
7.1— 7.4
6.0— 6.1
7.2
6.0
0.0— 1.5
14.0— 23.5
6
3
6.5— 7.3
6.2— 6.4
6.6 0.0— 1.5
6.3 10.7— 21.3
TOTAL ALKALINITY (MG/L)
0.—I.5 N DEPTH 6
MAX DEPTH ’ 3
10.— 13.
10.— 14.
12.
14.
0.0— 1.2
7.9— 20.1
6
3
12.— 15.
12.— 17.
13.
14.
0.0— 1.5
14.0— 23.5
6
3
12.— 18.
21.— 22.
13. 0.0— 1.5
22. 10.7— 21.3
TOTAL P (MG/I)
0.—I.5 H DEPTH 6
MAX DEPTH •• 3
0.012—0.016
0.012—0.015
0.014
0.0)4
0.0— 1.2
7.9— 20.7
6
3
0.009—0.018
0.011—0.016
0.012
0.012
0.0— 1.5
14.0— 23.5
6
3
0.012—0.021
0.017—0.026
0.014 0.0— 1.5
0.025 10.7— 21.3 —
DISSOLVED ORTHD P (MG/I)
0.—I.5 N DEPTH 6
MAX DEPTH 3
0.002—0.006
0.005—0.006
0.005
0.005
0.0— 1.2
7.9— 20.7
6
3
0.005—0.008
0.007—0.014
0.008
0.009
0.0— 1.5
14.0— 23.5
6
3
0.004—0.010
0.004—0.004
0.006 0.0— 1.5
0.004 10.7— 21.3
NO2.N03 (MG/L)
0.1.5 N DEPTH 6
MAX DEPTH •• 3
0.090—0.100
0.100—0.100
0.090
0.100
0.0— 1.2
7.9— 20.7
6
3
0.020—0.050
0.270—0.380
0.030
0.290
0.0— 1.5
14.0— 23.5
6
3
0.020—0.040
0.020—0.130
0.025 0.0— 1.5
0.090 10.7— 21.3
AMMONIA (MG/I)
0.—I.5 N DEPTH 6
MAX DEPTH • 3
0.030—0.040
0.030—0.050
0.030
0.040
0.0— 1.2
7.9— 20.7
6
3
0.030—0.040
0.040—0.060
0.035
0.050
0.0— 1.5
14.0— 23.5
6
3
0.030—0.060
0.170—0.330
0.040 0.0— 1.5
0.300 10.7— 21.3
KJELOAHL N )MG/L)
0.—I.S M DEPTH 6
MAX DEPTH• 3
0.200—0.500
0.200—0.500
0.350
0.400
0.0— 1.2
7.9— 20.7
6
3
0.200—0.400
0.200—0.200
0.300
0.200
0.0— 1.5
14.0— 23.5
6
3
0.400—1.000
0.600—0.800
0.650 0.0— 1.5
0.800 10.7— 21.3
SECCHI DISC (METERS)
3
2.)— 2.5
2.4
3
4.3— 4.9
4.9
3
3.7— 4.6
3.7
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8
B. Biological Characteristics:
1. Phytoplankton -
Al gal
Sampling Dominant Units
Date Genera per ml
04/17/73 1. Tabellaria 1,203
2. Melosira 1,141
3. Asterionella 1,103
4. Fragilaria 652
5. Flagellates 564
Other genera 1,968
Total 6,631
07/22/73 1. Flagellates 701
2. Melosira 660
3. Fragilaria 325
4. Asterionella 132
5. Peridinium 102
Other genera 162
Total 2,082
10/01/73 1. Flagellates 980
2. Melosira 513
3. Stephanodiscus 301
4. Fragilaria 223
5. Asterionella 100
Other genera 178
Total 2,295
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9
2. Chlorophyll a -
Sampling Station Chlorophyll a
Date Number ( pg/liter )
04/17/73 1 11.2
2 8.0
3 7.7
07/22/73 1 6.1
2 6.3
3 12.2
10/01/73 1 3.5
2 4.3
3 4.7
C. Limiting Nutrient Study:
The algal assay results are not considered reliable
because of a significant change in the nutrient levels
between the time the sample was collected and the assay
was begun. However, the N/P ratio of 27/1 in the spring
lake chemistry sample indicates phosphorus limitation at
that time. The N/P ratio for the entire year of sampling
was 24/1, also indicating phosphorus limitation.
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10
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 July 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 the USGS for the tributary sites nearest the
lake.
In this report, nutrient loads for sampled tributaries
were determined by using a modification of the USGS computer
program for calculating stream loadings. Nutrient loads
indicated for tributaries are those measured minus known
point source loads, if any. The total outlet load was
calculated by multiplying the total outlet flow (mean flow
of tributary A(l) plus mean flow of the diversion canal) times
the concentration measured at Station A(1). This assumes that
the nutrient concentration at A(l) is the same as that flowing
out of the aqueduct.
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11
Nutrient loadings for unsampled “minor tributaries and
immediate drainage” (“ZZ” of USGS) were estimated by using
the mean annual concentrations in Cupsaw Brook at Station F(l)
and mean annual ZZ flow.
The operators of the Awosting and Robert Erskine School
wastewater treatment plants provided monthly effluent samples
and corresponding flow data. The West Milford School waste-
water treatment plant provided monthly effluent samples.
Nutrient loads were estimated using the mean nutrient con-
centration of the samples collected and an estimated mean
instantaneous flow of 0.008 MGD which was provided by the
plant operator.
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A. Waste Sources:
1. Known municipal -
Population Mean Flow Receiving
Name Served* Treatment* ( m /d x iO ) Water*
Awosting 540 1. 0.167 Wanaque
River
West Milford 241 2. 0.030 West Brook
High School
Robert Erskine 132 3. 0.017 Ringwood
School Creek
Key:
1. Tertiary
2. Sand filter
3. Primary clarification
*Treatment plant questionnaires.
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13
B. Annual Total Phosphorus Loading - Average Year:
1. Inputs -
% of
Source kg P/yr total
a. Tributaries (nonpoint load) -
A(2) Wanaque River 1,540 41.2
D(1) West Brook 250 6.7
E(1) Ringwood Creek 330 8.8
F(1) Cupsaw Brook 195 5.2
G(1) Unnamed Stream 135 3.6
b. Minor tributaries and immediate
drainage (nonpoint load) - 765 20.4
c. Municipal SIP’s -
Awosting 320 8.5
West Milford High School 15 0.4
Robert Erskine School 30 0.8
d. Septic tanks - None
e. Known industrial - None
f. Direct precipitation* - 165 4.4
Total 3,745 100.0
2. Outputs - A(l) Wanaque River 3,360
3. Net annual P accumulation 385
*Estjmated (see Nes Working Paper No. 175).
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14
C. Annual Total Nitrogen Loading - Average Year:
1. Inputs —
Source
a.
Tributaries (nonpoint load) -
A(2) Wanaque River
0(1) West Brook
E(1) Ringwood Creek
F(l) Cupsaw Brook
G(l) Unnamed Stream
b. Minor tributaries and immediate
drainage (nonpoint load) -
c. Municipal SIP’s -
Awo s t i n g
West Milford High School
Robert Erskine School
d. Septic tanks - None
e. Known industrial - None
f. Direct precipitation* -
Total
2. Output - A(l) Wanaque River
3. Net annual N export** -
1,110
125
70
kg N/yr
43,425
10,475
17,920
4,255
2,625
% of
_______ ________ total
40.7
9.8
16.8
4.0
2.5
16,535 15.5
10,095 ______
106,635
148,785
42,150
*Estimated (see NES Working Paper No. 175).
**Estimated export probably due to unknown sources
and/or sampling error.
1.0
0.1
0.1
9.5
100.0
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15
D. Mean Annual Non-point Nutrient Export by Subdrainage Area:
Tributary kg P/kni 2 /.yr kg NJkm 2 /yr
A(2) Wanaque River 15 415
D 1) West Brook 8 342
E 1) Ringwood Creek 7 362
F 1) Cupsaw Brook 17 377
G(l) Unnamed Stream 59* 1,141*
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 Wanaque Reservoir 0.40
Vollenweider’s “dangerous” or eutrophic loading 0.83
Vollenweider’s “permissible” or oligotrophic loading 0.42
Background levels for this tributary probably inflated by unknown
point source influences from the city of Erskine.
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16
V. LITERATURE REVIEWED
Noll, Dean C. Personal communication, regarding precipitation
values. State Department of Environmental Protection,
Division of Water Resources. Trenton, New Jersey.
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 Environmental Research
Laboratory, Corvallis, Oregon.
Vollenweider, R. A., and P. J. Dillon, 1974. The application of
the phosphorus loading concept to eutrophication research.
Nati. Res. Council of Canada Pubi. 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 = 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 FOR NEW JERSEY 06/04/76
LAKE CODE 3423 WANAQUE RESERVOIR
TOTAL DRAINAGE AREA OF LAKE(SQ KM) 234.1
SUB—DRAINAGE NORMALIZED FLOWS(CMS)
TRIBUTARY AREA(SQ KM) JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC HE 4
3423A1 234.1 0.57 0.99 3.11 2.46 1.98 1.95 0.68 0.42 0.42 0.54 0.40 0.54 1.17
3423A2 104.6 2.78 2.72 4.59 3.88 2.32 1.27 0.96 1.10 0.88 1.02 240 2.72 2.19
3423C1 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
3423D1 30.6 0.79 0.79 1.36 1.10 0.68 0.37 0.25 0.28 0.27 0.34 0.68 0.22 0.64
3423E1 49.5 1.08 1.10 1.90 1.67 1.02 0.57 0.40 0.40 0.31 0.40 0.79 1.08 0.89
3423F1 11.3 0.266 0.269 0.481 0.396 0.215 0.091 0.054 0.062 0.059 0.082 0.215 0.278 0.295
3423G1 2.3 0.059 0.059 0.105 0.085 0.051 0.028 0.020 0.023 0.020 0.025 0.051 0.062 0.049
3423ZZ 35.7 0.93 0.93 1.59 1.30 0.79 0.42 0.31 0.34 0.31 0.40 0.79 0.96 0.76
SUMMARY
TOTAL DRAINAGE AREA OF LAKE 234.1 TOTAL FLOW IN 56.93
SUM OF SUB-DRAINAGE AREAS — 234.1 TOTAL FLOW OUT • 14.07
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
3423A1 7 73 4.729 21 0.708
8 73 0.538 25 0.481
9 73 0.481 8 0.510
10 73 0.510 14 0.481
11 73. 0.481 4 0.481
12 73 0.595 1 0.481
1 74 0.538 20 0.538
2 74 0.566 3 0.566 24 0.623
3 74 3.115 3 0.680 30 4.361
4 74 9.288 7 11.751
5 74 2.549 12 1.359
6 74 0.680 1 1.444
3423A2 7 73 3.171 21 1.642
8 73 0.481 25 0.224
9 73 0.198 8 0.181
10 73 0.190 14 0.153
11 73 0.481 4 0.566
12 73 7.221 1 1.303
1 74 3.398 20 1.897
2 74 2.492 3 3.540 24 3.879
3 74 3.426 3 2.690 30 3.200
4 74 4.729 7 6.173
5 74 2.605 12 3.964
6 74 1.218 1 2.209
-------
TRIBUTARY FLOW INFORMATION FOR NEW JERSEY 06/04/76
LAI(E CODE 3423 WANAOUE RESERVOIR
MEAN MONTHLY FLOWS AND DAILY FLOWS (CNS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
3423C 1 7 73 0.0 21 0.0
8 73 0.0 25 0.0
9 73 0.0 8 0.0
10 73 0.0 14 0.0
11 73 0.0 4 0.0
12 73 0.0 1 0.0
1 74 0.0 20 0.0
2 74 0.0 3 0.0 24 0.0
3 74 0.0 3 0.0 30 0.0
4 74 0.0 7 0.0
5 74 0.0 12 0.0
6 74 0.0 1 0.0
342301 7 73 0.510 21 0.566
8 73 0.110 25 0.054
9 73 0.057 8 0.042
10 73 0.156 14 0.054
i i 73 0.153 4 0.156
12 73 1.614 1 0.241
1 74 0.991 20 0.538
2 74 0.736 3 0.765 24 1.161
3 74 1.133 3 0.708 30 0.906
4 74 1.388 7 1.472
5 74 0.821 12 1.416
6 74 0.340 1 0.991
3423E1 7 73 1.133 21 0.736
8 73 0.224 25 0.110
9 73 0.079 8 0.057
10 73 0.153 14 0.059
11 73 0.164 4 0.195
12 73 2.917 1 0.283
1 74 1.699 20 0.680
2 74 1.133 3 1.501 24 1.557
3 74 1.614 3 1.161 30 1.642
4 74 2,265 7 2.747
5 74 1.189 12 2.067
6 74 0.425 1 1.416
3423F1 7 73 0.142 21 0.164
8 73 0.017 25 0.006
9 73 0.006 8 0.006
10 73 0.025 14 0.006
11 73 0.025 4 0.025
12 73 0.566 1 0.051
1 74 0.368 20 0.153
2 74 0.238 3 0.252 24 0.425
3 74 0.425 3 0.227 30 0.340
4 74 0.510 7 0.538
5 74 0.278 12 0.510
6 74 0.082 1 0.368
-------
TRIBUTARY FLOW INFORMATION FOR NEW JERSEY
06/04/76
LAKE CODE 3423 WANAQUE RESERVOIR
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
3423G1 7 73 0.040 21 0.042
8 73 0.008 25 0.003
9 73 0.006 8 0.003
10 73 0.011 14 0.003
11 73 0.011 4 0.011
12 73 0.122 1 0.017
1 74 0.076 20 0.040
2 74 0.057 3 0.059 24 0.088
3 74 0.088 3 0.054 30 0.068
4 74 0.105 7 0.113
5 74 0.062 12 0.108
6 74 0.025 1 0.076
3423ZZ 7 73 0.595 21 0.651
8 73 0.130 25 0.062
9 73 0.065 8 0.051
10 73 0.181 14 0.062
11 73 0.178 4 0.181
12 73 1.897 1 0.283
1 74 1.161 20 0.623
74 0.850 3 0.906 24 1.359
3 74 1.331 3 0.821 30 1.048
4 74 1.614 7 1.727
5 74 0.963 12 1.671
6 74 0.396 1 1.161
-------
APPENDIX C
PHYSICAL AND CHEMICAL DATA
-------
STORET RETRIEVAL DATE 76/06/04
342301
41 02 45.0 074 17 53.0 3
WANAQUE RESERVOIR
34031 NEW JERSEY
013391
I 1EPALES 2111202
0072 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP CNOUCTVY PH T ALK NH3—N TOT KJEL NO2 NO3 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/L INCHES HICRONHO SU MG/I MG/L MG/L MG/L MG/I P
73/04/17 10 50 0000 8.5 100 85 7.60 lOX 0.040 0.300 0.100 0.006
10 50 0004 8.5 11.8 82 7.60 lOX 0.030 0.400 0.090 0.006
10 so 0024 8.3 12.3 80 7.50 10 0.030 0.200K 0.100 0.005
10 50 0040 7.8 11.8 80 7.50 11 0.040 0.200K 0.100 0.005
10 50 0068 7.5 11.8 80 7.40 10 0.040 0.200K 0.100 0.006
73/07/22 12 40 0000 24.9 192 70 7.30 14 0.030 0.400 0.030 ‘0.008
12 40 0005 24.8 12.6 71 7.20 12 0.030 0.400 0.030 0.007
12 40 0015 24.8 8.2 71 7.10 12 0.030 0.400 0.030 0.012
12 40 0025 20.3 6.0 65 6.40 13 0.040 0.200 0.020 0.005
12 40 0040 12.1 5.8 57 6.20 14 0.050 9.200K 0.080 0.006
12 40 0055 8.1 4.4 51 6.10 14 0.030 0.200K 0.230 0.006
12 40 0077 7.0 2.0 49 6.00 17 0.050 0.200K 0.380 0.014
73/10/01 11 IS 0000 20.5 182 170 7.30 18 0.040 0.700 0.030 0.008
11 15 COOS 20.4 8.4 160 6.90 1’. 0.030 0.600 0.020 0.005
11 15 0015 20.4 8.2 160 6.80 13 0.030 0.600 0.020 0.004
11 15 0040 11.5 0.6 170 6.50 16 0.030 0.500 0.220 0.004
11 15 0050 9.8 0.4 180 6.20 14 0.030 0.500 0.240 0.004
11 15 0070 8.6 0.2 200 6.30 22 0.330 0.800 0.130 0.004
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET HG/L P UG/L
73/04/17 10 50 0000 0.015 11.2
10 50 0004 0.012
10 50 0024 0.012
10 50 0040 0.012
10 50 0068 0.0 14
73/07/22 12 40 0000 0.018 6.1
12 40 0005 0.015
12 40 0015 0.020
12 40 0025 0.014
12 40 0040 0.013
12 40 0055 0.013
12 40 0077 0.016
73/10/0 1 11 15 0000 0.014 3.5
11 15 0005 0.013
11 15 0015 0.011
11 15 0040 0.011
11 15 0050 0.014
11 15 0070 0.017
I VALUE KNOWN TO B
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
342302
41 04 20.0 074 17 16.0 3
WANAQUE RESERVOIR
34031 NEW JERSEY
013391
I IEPAL ES 2111202
0030 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 11671
DATE TIME DEPTH WATER DO TRANSP cNDUCTVY PH T ALK NH3—N TOT KJEL NOZINO3 Piios—ois
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTPL
TO DAY FEET CENT UG/L INCHES IICROMHO SU MG/L MG/L HG/L M6/L N6/1. P
73/04/17 12 20 0000 9.4 96 80 7.50 ii 0.030 0.200K 0.090 0.003
12 20 0004 9.4 12.4 80 7.40 12 0.030 0.200K 0.100 0.005
12 20 0026 8.7 11.8 78 7.40 14 0.030 0.400 0.100 0.005
73/07/22 13 20 0000 25.5 192 72 7.10 15 0.040 0.300 0.950 0.119
13 20 0005 25.1 8.8 72 7.10 15 0.040 0.200 0.040 0.009
13 20 0015 24.9 8.4 72 7.00 13 0.040 0.300 0.040 0.009
13 20 0030 18.2 5.2 62 6.30 14 0.070 0.200 0.070 0.007
13 20 0057 8.4 0.6 51 6.00 14 0.060 0.200K ‘0.290 0.007
73/10/01 10 45 0000 20.3 144 160 6.60 12 0.040 0.700 0.920 9.094
10 45 0005 20.2 8.0 160 6.50 12 0.040 0.500 0.131 0.014
10 45 0023 20.2 8.0 160 6.50 17 0.030 0.500 1.130 0.004
10 45 0032 18.8 4.6 160 6.40 18 0.040 0.600 0.030 0.004
10 45 0044 10.4 0.4 180 6.20 21 0.170 0.600 0.090 0.004
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/17 12 20 0000 0.014 8.0
12 20 0004 0.014
12 20 0026 0.012
73/07/22 13 20 0000 0.009 6.3
13 20 0005 0.013
13 20 0015 0.012
13 20 0030 0.010
13 20 0057 0.012
73 10/01 10 45 0000 0.014 4.3
10 45 0005 0.012
10 45 0023 0.011
10 45 0032 0.013
10 45 0044 0.026
VALUE cNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
342303
41 05 59.0 074 16 34.0 3
WAMAQUE RESERVOIR
34031 NEW JERSEY
013391
I1EPALES 2111202
0047 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP C$DUCTVY PH 1 ALK NH3—N TOT KJEL NO2 NO3 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/I INCHES MICRONHO SU NG/L MG/L MG/I HG/I MG/L P
73/04/17 12 45 0000 10.0 84 82 7.40 13 0.040 0.500 0.090 0.002
12 45 0004 9.8 12.0 80 7.40 13 0.030 0.500 0.090 0.006
12 45 0024 9.2 11.6 80 7.30 14 0.040 0.500 0.090 0.005
12 45 0043 8.7 11.5 80 7.40 14 0.050 0.500 0.100 0.005
73/07/22 13 50 0000 25.2 168 71 7.40 12 0.040 0.300 0.020 0.005
13 50 0005 25.0 8.4 7) 7.30 12 0.030 0.200 0.020 0.008
13 50 0015 23.9 1.2 72 6.60 12 0.040 0400 0.030 0.006
13 50 0030 17.8 3.6 63 6.20 11 0.090 0.300 0.070 0.005
13 50 0046 10.0 2.0 55 6.10 12 0.040 0.200 0.270 0.009
73/10/01 10 05 0000 19.9 144 170 6.60 14 0.060 1.000 0.040 0.010
10 05 0005 7.8 160 6.50 12 0.040 0.400 0.020 0.007
10 05 0023 19.6 7.6 160 6.40 13 0.040 0.500 0.020 0.005
10 05 0035 15.0 0.5 200 6.40 22 0.300 0.800 0.020 0.004
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/17 12 45 0000 0.016 7.7
12 45 0004 0.015
12 45 0024 0.014
12 45 0043 0.015
73/07/22 13 SO 0000 0.010 12.2
13 50 0005 0.011
13 90 0015 0.015
13 50 0030 0.012
13 50 0046 0.011
73/10/0) 10 05 0000 0.021 4.7
10 05 0005 0.016
10 05 0023 0.015
10 05 0035 0.025
-------
APPENDIX D
TRIBUTARY AND WASTEWATER
TREATMENT PLANT DATA
-------
STORET RETRIEVAL DATE 76/06/04
3423A1
41 02 35.0 074 17 35.0 4
WANAUUE RIVER
34 7.5 WANAQUE
0/WANAQUE LAKE 013391
CO RD 511 BRDG BELO RAYMOND DAM
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N026.N03 TOT KJEL NH3—N PpIOS—DIS PHOS-TOT
FROM OF N-TOTAL N TOTAL ORTHO
TO DAY FEET HG/L MG/L HG/L MG/L P MG/L P
73/07/21 11 45 0.200 1.260 0.077 0.005K 0.010
73/08/25 09 40 0.210 1.760 0.026 0.007 0.010
73/09/08 10 00 0.115 1.150 0.052 0.005K 0.010
73/10/14 09 37 0.086 0.750 0.058 0.006 0.010
73/11/04 10 00 0.100 0.250 0.037 0.005K 0.015
73/12/01 12 50 0.080 0.600 0.040 0.005K 0.020
74/01/20 10 30 0.240 0.100K 0.024 0.005K 0.005K
74/02/24 10 00 0.224 0.275 0.015 0.005K 0.020
74/03/03 09 30 0.192 0.300 0.015 0.005K 0.030
09 45 0.300 0.200 0.020 0.005K 0.025
74/03/30 08 30 0.100 1.800 0.020 0.005K 0.030
74/04/07 10 00 0.068 0.300 0.015 0.00 5K 0.010
74/05/12 09 15 0.252 0.400 0.060 0.010 0.060
74/06/01 09 35 0.056 0.400 0.045 0.005 0.015
K VALUE KNOWN TO 8E
LESS THAN 1NDIC TED
-------
STORET RETRIEVAL DATE 76/06/04
34?3A2
41 07 20.0 074 17 ‘.9.0 4
WANAQUE PUVER
34 7.5 wANAQUE
T/WANAOUE LAKE 013391
BANK AT USGS GAGE 0.1 MI ABOV RESERVOIR
1 IEPALES 2111204
0000 FEET DEi’TH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH NO2 NO3 TOT KJEL NH3—N PHOS—DIS PHOS—TOT
FROM OF N-TOTAL N TOTAL ORTHO
TO DAY FEET MG/L MG/L HG/L MG/L P MG/L P
73/07/21 12 40 0.210 0.600 0.138 0.008 0.050
73/08/25 11 40 0.034 1.200 0.080 0.008 0.015
73/09/08 11 15 0.034 0.520 0.023 0.005K 0.020
73/10/14 12 00 0.010K 0.550 0.031 0.006 0. 1110
73/11/04 12 30 0.027 1.600 0.270 0.005K 0.020
73/12/01 11 40 0.052 0.225 0.012 0.005K 0.015
74/01/20 12 45 0.176 0.100K 0.040 0.005K 0.005
74/02/24 10 30 0.128 0.300 0.020 0.005 0.025
74/03/03 10 05 0.104 0.700 0.070 0.005K 0.035
12 00 0.368 0.200 0.010 0.005 0.035
74/03/30 10 10 0.168 0.300 0.025 0.005K 0.020
74/04/07 11 17 0.024 0.500 0.020 0.005K 0.020
74/05/12 11 00 0.052 0.700 0.030 0.010 0.080
74/06/01 13 00 0.156 0.500 0.040 0.005 0.045
K VALUE KNOWN TO BE
LESS THAN INDICi TED
-------
STORET RETRIEvAL DATE 76/06/04
3423C 1
41 02 16.0 074 19 20.0 4
UNNAMED STREAM
34 7.5 WANAQUE
0/WANAQUE LAKE 013391
BANK 0.1 MI N OF LK IOSCOE
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 MG/L MG/L MG/L P MG/L P
73/07/21 11 00 0.115 0.4 0 0.370 0.005K 0.010
73/08/25 09 15 0.131 1.400 0.018 0.006 0.010
7j/09/08 09 45 0.115 0.630 0.096 0.005K 0.012
7j/10/14 09 00 0.010K 0.650 e.032 0.007 0.015
73/11/0’. 09 30 0.012 0.100K 0.070 0.009 0.009
73/12/01 11 15 0.012 0.250 0.024 0.005K 0.020
74/01/20 10 15 0.072 0.100K 0.008 0.005K 0.005K
74/02/03 09 30 0.052 0.200 0.015 0.005K 0.005K
74/02/24 09 00 0.048 0.100K 0.010 0.005K 0.010
74/03/03 18 40 0.048 0.100K 0.010 0.005K 0.015
74/03/30 08 20 0.050 0.100 0.010 0.005K 0.005K
74/04/07 09 30 0.004 0.100K 0.015 0.005K 0.005K
74/05/12 08 00 0.032 0.300 0.025 0.005 0.015
74/06/01 09 15 0.088 0.500 0.060 0.005K 0.005K
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
342301
41 04 20.0 074 18 16.0 4
WEST BROOK
34 7.5 WANAQUE
T/WANAQUE LAKE 013391
WEST BROOK RD BRDG AT MOUTH
1 1EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH NO2 NO3 TOT KJEL NH3-N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTIIO
TO DAY FEET MG/L MG/L HG/I MG/L P MG/L P
73/07/21 12 00 0.019 0.560 0.048 0.005K 0.015
73/08/25 10 00 0.010K 1.380 0.030 0.005K 0.010
73/09/08 10 15 0.010K 0.220 0.054 0.005K 0.010
73/10/14 10 00 0.160 1.050 0.038 0.008 0.010
73/11/04 10 30 0.154 0.250 0.047 0.005K 0.010
73/12/01 12 30 0.176 0.300 0.024 0.005K 0.010
74/01/20 10 45 0.340 0.100K 0.012 0.005K 0.005K
74/02/03 10 00 0.252 0.100K 0.010 0.005K 0.005K
74/02/24 10 10 0.252 0.100 0.015 0.005K 0.010
74/03/03 09 45 0.208 0.100K 0.010 0.005K 0.020
74/03/30 08 45 0.200 0.400 0.020 0.010 0.010
74/04/07 10 15 0.128 0.300 0.015 0.005 0.015
74/05/12 09 33 0.048 0.300 0.015 0.005 0.025
74/06/01 10 00 0.012 0.600 0.025 0.010 0.035
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
3423E 1
41 07 44.0 07’. 15 46.0 4
P INGIOOD CREEK
34 7.5 Gt EENWOOD LK
T/WANAQUE LAKE 013292
RINGWOOD AVE BRDG E OF SLOATBURG D
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/I MG/L MG/L P MG/L P
73/07/21 13 05 0.072 0.580 0.065 0.005K 0.020
73/08/2 11 ?5 0.023 1.200 0.014 0.005K 0.005K
73/09/08 11 00 0.034 0.420 0.105 0.005K 0.010
73/10/14 11 30 0.018 0.650 0.017 0.005K 0.005K
73/11/04 12 00 0.052 1.550 0.125 0.005K 0.015
73/12/01 11 50 0.060 0.250 0.012 0.005K 0.025
74/01/20 13 00 0.176 0.100K 0.016 0 .005K 0.005K
74/02/03 11 30 0.116 2.100 0.460 0.005K 0.005
74/02/24 11 20 0.132 0.200 0.015 0.005K 0.020
74/U3/03 11 00 0.108 0.100K 0.020 0.005K 0.025
74/03/30 09 40 0.084 0.100 0.015 0.005 0.010
74/04/07 11 00 0.062 0.400 0.010 0.005K 0.010
74/05/12 10 20 0.044 0.400 0.020 0.005
74/06/01 11 55 0.064 0.400 0.020 0.005K 0.020
K VALUE KNOWI 4 To BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL DATE 76/06/04
3423F I
41 iJb 37.0 074 1 10.0 4
CUPSM BROOK
34 7.5 WANAQUE
T/wANAQUE LAKE 013391
Co RD 511 BROG N OF SKYLINE RD JCT
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/L MG/L P MG/L P
73/07/21 12 25 0.021 0.660 0.086 0.005K 0.045
73/08/25 10 45 0.220 1.540 0.150 0.018 0.030
73/09/08 10 15 0.180 0.760 0.200 0.011
73/10/14 11 00 0.126 0.240 0.014 0.060
73/11/04 11 30 0.084 0.600 0.090 0.007 0.040
73/12/01 11 30 0.024 0.500 0.032 0.008 0.035
74/01/20 12 30 0.410 0.200 0.016 0.005K 0.010
74/02/03 11 00 0.136 0.300 0.045 0.010 0.015
74/02/24 11 50 0.360 0.400 0.010 0.005 0.030
74/03/03 12 00 0.300 0.600 0.015 0.010 0.040
74/03/30 09 ?0 0.192 0.500 0.010 0.005 0.025
74/04/07 10 00 0.176 0.450 0.015 0.005K 0.025
74/05/12 10 10 0.044 3.750 0.030 0.005
74/06/01 10 15 0.036 0.600 0.025 0.005 0.025
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
3423G1
41 05 30.0 074 16 10.0 4
UNNAMED STREAM
34 7.5 WANAUUE
T/WANAQUE LAKE 013391
SKYLINE DR BRL)(, 0.2 MI E OF Co RD 511JCT
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 HG/L MG/L MG/L MG/L P MG/L P
73/07/21 12 15 0.180 2.205 0.060 0.027 0.250
73/11/04 11 00 1.480 2.300 0.195 0.013 0.115
74/01/20 11 00 1.700 0.100K 0.008 0.005K 0.030
74/02/03 10 30 2.100 0.100 0.015 0.015 0.020
74/02/24 10 45 0.410 0.300 0.010 0.005 0.030
74/03/03 12 30 0.340 0.200 0.035 0.005 0.045
74/03/30 09 10 0.280 0.500 0.015 0.010 0.040
74/04/07 10 30 0.276 0.400 0.020 0.005 0.025
74/05/12 10 23 1.300 1.400 0.125 0.060 0.210
74/06/01 11 00 1.010 0.500 0.045 0.035 0.050
K VALUE KNOWN TO BEI
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
3423AA A 3423AA P000540
41 09 30.0 074 20 00.0 4
AWOST ING
34 7.5 GREENWOOL) LA
T/WANAOUE RESERVOIk 013292
WANAQUE RIVER
1 IEPALES 2141204
0000 FEET DEPTH CLASS 00
00630
00625
00610
00671
00665
50051
50053
DATE
TIME
DEPTH
NO2 NO3
TOT KJEL
NH3-N
PHOS-DIS
PHOS-TOT
FLOW
CONL)UIT
FROM
OF
N—TOTAL
N
TOTAL
ORTHO
RATE
FLOW—MG [ )
TO
DAY
FEET
MG/L
MG/L
MG/L
MG/L P
MG/L P
INST MGD
MONTHLY
73/07/30
10
00
8.400
0.093
5.800
5.800
0.037
0.040
73/08/29
09
45
0.012
6.500
7.200
0.031
0.034
73/09/27
10
00
22.000
0.5?0
0.520
7.450
7.450
0.031
0.034
73/10/26
23.000
0.500K
0.010K
7.750
7.750
0.029
0.033
73/11/23
10
00
20.200
0.100K
0.014
7.000
7.200
0.029
0.037
73/12/2o
39
20
11.000
2.870
0.120
2.862
2.900
0.050
0.055
74/01/24
10
00
11.200
0.500K
0.040K
3.300
3.300
0.067
0.052
74/02/20
10
30
19.200
1.000K
0.100
5.700
6.000
0.075
0.050
74/03/27
10
00
13.000
1.000K
0.050
3.900
4.150
0.045
0.050
74/04/26
10
00
15.200
1.000K
0.120
4.200
4.500
0.042
0.063
74/05/30
10
00
19.200
1.400
0.081
4.800
5.200
0.040
0.045
74/06/20
10
00
17.000
1.200
0.120
4.406
4.600
0.040
0.043
74/07/25
10
00
20.000
1.000K
0.120
5.100
5.400
0.030
0.038
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/06/04
3423 0A SF3423 0A P000241
41 04 45.0 074 19 39.0 4
WEST MILFORD HIGH SCHOOL
34 7.5 WANAOUE
T/WANAOLJ LAKE 013391
WEST BROO c TRIbUTARY TO NOSENZO’S POND
I1EPALES 2141204
0000 FEET DEPTH CLASS 00
DATE
FROM
TO
TIME DEPTH
OF
DAY FEET
10 15
09 00
00630
00625
00610
00671
00665
50051
50053
N02&N03
TOT KJEL
NH3—N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
N—TOTAL
N
TOTAL
ORTHO
RATE
FLOW—M(,D
MG/L
MG/L
MG/L
MG/L
P
MG/L
P
INST MGD
MONTHLY
3.840
25 • 200
36.000
3.360
24 .000
8.60 0
2. 105
2.320
4.400
2. 100
6.000
3.520
2.400
74/01/02
74/02/21
74/0 3/0 6
74/04/ 17
74/05/15
74/06/04
74/07/17
74/08/14
74/09/11
74/10/16
74/11/13
74/12/10
75/01/10
K VALUE KNOWN TO BE
LESS THAN INDICATED
0.500K
1 .000K
1.000K
1.000K
1.000K
2.400
1. 000K
1. 000K
2.500
1.000K
1.000K
4.800
3.800
0.0 65
0.130
0.160
0.140
0 .0 50K
0.050K
0.450
0.0 70
0.700
0.310
0.160
0.070
0.380
2.800
4.100
0.510
4.600
1.200
0.020
0.050
0.600
0.275
0.546
1.350
0.750
0.435
2.800
4.300
0.540
.200
1.260
0.0 25
0.053
0.605
0.590
0.813
1.900
0.930
0.008
-------
STORET RETRIEVAL DATE 76/06/06
DATE
FROM
TO
73/08/08
CP (T) —
73/08/08
73/09/12
73/10/10
CP(T)—
73/10/10
73/11/10
CP(T)—
73/11/10
73/12/26
CP(T)—
7 3/12/26
74/03/13
CP(T) -
74/03/13
74/05/08
CP(T)—
74 / 05/08
74/07/0 3
CP(T)—
74/07/03
00630
PTH N02&N03
TIME DE N—TOTAL
OF T MG/L
DAY FEE
11 00 3.100
16 00 9.700
11 45
11 00 11.400
16 00
11 00 11.000
16 00
11 30 1.800
16 30
11 00 1.320
16 00
11 00 7.400
1600
11 00 2.500
16 00
3423XA PR3423XA P000132
41 08 00.0 074 15 52.0 4
OBE.RT ERSKINE SCHOOL (WAYNE)
34 7.5 GREENWOOD LA
T/WANAQUE RESERVOIR 013292
RING4000 CREEi(/wANA UE RIVE
11EPALES 2141204
0000 FEET DEPTIl CLASS 00
00665 50051 50053
PHOS—TOT FLOw CONDUIT
RATE FLOW—MGD
MG/L P INST MGD MONTHLY
1.680 0.001 0.001
5.600 0.004 0.004
6.100 0.005 0.005
7.100 0.003 0.006
5.200 0.001 0.006
3.400 0.005 0.005
4.000 0.005 0.005
3.300 0.002 0.004
00625
TOT KJEL
N
‘4G/L
00610
NH3-N
TOTAL
MG/L
00671
PHOS—DIS
ORTHO
MG/L P
6.900
0.360
0.960
2.800
2.040
5.400
0.110
0.110
6.100
0.150
0.150
3.945
15.000
0.750
1.760
8.900
2.900
3.000
3.500
0.380
3.700
8.300
‘.600
3.300
-------
APPENDIX E
PARAMETRIC RANKINGS OF LAKES
SAMPLED BY NES IN 1973
STATE OF NEW JERSEY
-------
LAKE DATA TO BE USED IN RANKINGS
LAKE MEDIAN MEDIAN 500— MEAN 15- MEDIAN
CODE LAKE NAME TOTAL P INORG N MEAN SEC CHLORA MIN D hISS O THO P
3402 JDD LAKE 0.08? 0.205 ‘.7 ..000 48.500 7.’.00 0.012
3403 Gh EENWOOD LAKE 0.021 0.100 414.250 11.920 14.800 0.007
3406 O AOELL RESEF VOIR 0.055 0.990 462.500 22.267 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 HOPATCONG 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 RESERVOIW 0.014 0.120 355.333 7.111 14.800 0.005
-------
PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHEb ( VALUES)
500— MEAN 15— MEO IAN
LAKE
CODE
LAKE NAME
MEDIAN
TOTAL P
MEDIAN
INORG
N
MEAN SEC
CHLORA
HIM
DI
DISs
ORTP-IO P
NO
3402
BUDO LAKE
12 (
1)
58 (
7)
0 ( 0)
0 ( 0)
92 ( 11)
2;
(
3)
191
3403
GREEN.000 LAKE
83 (
10)
100 (
12)
92 ( 11)
58 ( 7)
21 C 2)
83
(
9)
437
3406
ORADELL RESERVOIR
54 C
6)
17 (
2)
42 C 5)
25 C 3)
42 C 5)
67
C
8)
2’.7
3409
PINECLIFF LAKE
33 (
4)
67 (
8)
17 ( 2)
8 C 1)
67 ( 8)
42
(
5)
234
3410
POMPTON LAKES
25 (
3)
33 (
4)
33 ( 4)
17 ( 2)
58 ( 7)
8
C
1)
174
3412
OUHERNAL LAKE
12 C
1)
0 (
0)
8 ( 1)
100 C 12)
83 C 10)
58
C
7)
261
3413
FARRINGTON LAKE
54 (
6)
42 (
5)
50 ( 6)
75 ( 9)
33 C 4)
29
C
3)
283
3415
LAKE HOPATCONG
75 C
9)
87 C
10)
83 C 10)
50 C 6)
8 C 1)
83
C
9)
386
3417
LAKE MUSCuNETCONG
67 (
8)
75 (
9)
67 C 8)
67 C 8)
100 C 12)
50
C
6)
426
3419
PAULINS KILL LAKE
0 (
0)
25 C
3)
58 C 7)
92 ( 11)
75 ( 9)
0
C
0)
250
3420
SPRUCE RUN RESERVOIR
92 (
11)
50 (
6)
75 C 9)
42 ( 5)
0 C 0)
83
(
9)
342
3422
UNION LAKE
42 C
5)
8 C
1)
25 ( 3)
33 C 4)
50 C 6)
17
(
2)
175
3423 WANAQUE RESERVOIR
100 ( 12) 87 ( 10) 100 ( 12) 83 ( 10) 21 1 2) 100 C 12)
491
-------
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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