U.S. ENVIRONMENTAL PROTECTION AGENCY
             NATIONAL EUTROPHICATION SURVEY
                      WORKING PAPER SERIES
                                        REPORT
                                          ON
                               HOPATCONG AND MUSCONETCONG LAKES
                                 MORRIS AND SUSSEX COUNTIES
                                       NEW JERSEY
                                      EPA REGION II
                                    WORKING PAPER No, 368
   CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                               and
  ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
.P.O. 699-440

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                                           REPORT
                                             ON
                               HOPATCONG AND MUSCONETCONG  LAKES
                                  MORRIS AND SUSSEX COUNTIES
                                         NEW JERSEY
                                        EPA REGION II
                                     WORKING PAPER No,  368
          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 Maps V, Vi
Sections
I. Conclusions 1
II. Lake and Drainage basin Characteristics 5
III. Lake Water Quality Summary 7
IV. Nutrient Loadings 13
V. Literature Reviewed 19
VI. Appendices 20

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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 [ g314(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 6. 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
Ponipton Lakes Passaic
Spruce Run Reservoir Hunterdon
Union Lake Cumberland
Wanaque Reservoir Passaic

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V
New Jersey
nttlL
A flt
WIn. ,.
/
I
HOPATCONG LAKE
x
Tributary Sampling Site
Lake San 1ing Site
Sewage Treatment Facility
Drainage Area Boundary
9
a
M1.
?rJIl.
Scale
i onding

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New Jersey c 3
Map Location
LAKE
0
x
9
MUSCON ETCONG
Tributary Sampling Site
Lake Sampling Site

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HOPATCONG AND MUSCONETCONG LAKES, NEW JERSEY
STORET NOS. 3415 AND 3417
I. CONCLUSIONS
A. Trophic Condition:
Lakes Hopatcong and Musconetcong are classified
as eutrophic on the basis of Survey data and field
observations. Hopatcong Lake is characterized by
moderate to low primary production as measured by
algal assay control yields, and low nutrient levels and
Secchi disc visibility. Oxygen depletion occurred
below 4.6 meters in the sumer and below 7.6 meters in
the fall. Chlorophyll a values ranged from a low of
5.5 pg/i in the fall to a high of 27.7 pg/l in the
spring. Survey limnologists reported bottom hydrogen
sulfide formation during fall sampling.
Musconetcong Lake is characterized by heavy growth
of submerged and emergent vegetation. Secchi disc
visibility and potential for primary production were
low. Chlorophyll a values ranged from a low of 3.7pg/l
in the fall to a high of 20.1 pg/i in the summer.

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2
In the past, partial annual chemical aquatic weed control
programs have been applied to Hopatcong and Musconetcong
Lakes. Ketelle and Uttorniark (1971) have recomended dredging
for both lakes for more permanent aquatic weed control and
partial diking of the existing Musconetcong Lake basin to
provide spoil areas.
B. Rate-Limiting Nutrient:
Assay results indicate that Musconetcong was limited
by available phosphorus levels at the time of sample collection.
Spikes with phosphorus, and nitrogen and phosphorus simul-
taneously resulted in increases in assay yield. The addition
of nitrogen alone did not stimulate a growth response. The
ratios of mean total inorganic nitrogen to mean orthophosphorus
(N/P) in sampled waters indicate phosphorus limitation during
spring and autumn.
Assay results for Hopatcong Lake 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. The N/P ratios in the lake data suggest
phosphorus limitation during spring and summer.
C. Nutrient Controllability:
1. Point Sources -
During the sampling year, the mean annual phosphorus
load from municipal point sources was estimated to be
26.7% of the total load reaching Hopatcong Lake. The

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3
Mt. Arlington Garden Apartments contributed 14.3% of this
load. There were no known industrial or municipal point
sources directly impacting Musconetcong Lake during the
sampling year.
It is known that municipal sewage from the Stanleck
School impacts Shawnee Lake directly above Hopatcong Lake.
However, annual nutrient export values (page 18) for Station
B(1) (Unnamed Stream) below Shawnee Dam do not reflect this
impact, probably due to the nutrient sink function of Shawnee
Lake. Thus, although loading from the Stanleck School may
eventually reach Hopatcong Lake, the main impact is to upstream
Shawnee. Therefore, estimated loadings for the school are not
included in this report.
The present loading of 0.12 g P/m 2 /yr (Hopatcong) is
below that proposed by Vollenweider (Vollenweider and Dillon,
1974) as °pernissibl&’ (oligotrophic) for a lake of such
volume and detention time. The loading value of 0.61 g P/m 2 /yr
(Musconetcong) is below Vollenweider’s “dangerous” (eutrophic)
level but above the “permissible” levels. Total elimination
of the known point sources impacting Hopatcong Lake would fur-
ther improve water quality in both lakes.

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4
2. Nonpoint Sources -
The mean annual phosphorus load from nonpolnt sources
was 73.3% of the total impacting Hopatcong Lake, and all
of the load directly reaching Musconetcong Lake. Septic
tanks were estimated to have contributed 24.8% of the load
to Hopatcong Lake. Ungaged tributaries contributed 26.0%
and 9.8% of the phosphorus load to each lake, respectively.

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5
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:
Hopatcong Musconetcong
1. Surface area: 10.87 1.33 km 2 .
2. Mean depth: 5.5 1.5 meters.
3. Maximum depth: 17.7 3.0 meters.
4. Volume: 59.785 1.995 x 106 m 3 .
5. Mean hydraulic
retention time:
623 19
days.

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B. Tributary and Outlet (see Appendix B for flow data):
1. Tributaries —
Hopatcong Musconetcong
Drainage Me n flow Drainag Mean flow
Name area(km’) ( rn’Vsec) Name area(kni ) ( m 3 /sec )
B(1) Unnamed Stream 21.0 0.27 B(1)Musconetcong River 66.3 1.11
Minor tributaries and Minor tributaries and
immediate drainage 34.4 0.58 imediate drainage 9.3 0.14
Totals 55.4 0.85 Totals 75.6 1.25
2. Outlet -
A(1) Musconetcong River 66.3 1.11 A(1) Musconetcong River 76.9 1.22
C. Precipitation (both lakes):
1. Year of sampling — 154.1 cm.
2. Mean annual - 120.6 cm.

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7
III. LAKE WATER QUALITY SUMMARY
Hopatcong and Musconetcong Lakes were 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 five stations on
Hopatcong Lake and one station on Musconetcong Lake and from
a number of depths at each station (see maps, pages V and vi).
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 cornposited for algal
assays. Maximum depths sampled were 2.1 meters at Station 1,
12.5 meters at Station 2, 13.4 meters at Station 3, 9.1 meters
at Station 4, and 4.0 meters at Station 5 on Hopatcong Lake;
and 0.9 meters at Station 1 on Musconetcong Lake. 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
MAXI4UM DEPTH SAMPLED AT EACH SITE
S = NO. OF SITES SAMPLED ON THIS DATE
0.0—
1.5—
1 • 5-
1.S-
0.0—
‘.5-
STORET CODE 3415
PHYSICAL AND CHEMICAL
CHARACTERISTICS
PARAMETER N°
4/17/73 I
S°*o • 5
RANGE MEDIAN
MAX
DEPTH
RANGE
(METERS)
N°
( 7/23/73 I
S•°° S
RANGE MEDIAN
MAX
DEPTH
RANGE
(METEHS)
NO
I 10/ 3/73
S° •° = 5
RANGE MEDIAN
MAX
DEPTH
RANGE
(METERS)
TEMPERATURE (DEG CENT)
0.—I.5 N DEPTH 6
MAX DEPTH° 5
9.9— 12.7
8.5— 11.1
9
5
25.1— 26.2
13.0— 25.3
10
5
18.8— 19.5
12.8— 19.0
19.0
18.7
0.0— 1.5
1.5— 12.8
DISSOLVED OXYGEN (MG/L)
0.—l.5 H DEPTH 1
MAX DEPTH°° 6
11.9— 11.9
11.3— 11.9
5
5
7.2— 8.4
0.1— 6.8
5
4
8.0— 8.4
0.2— 8.0
8.3
6.3
1.5— 1.5
1.5— 12.2
CONDUCTIVITY (UMMOS)
0.—I.5 N DEPTH 6
MAX DEPTH°• 5
148.— 165.
14.0.— 170.
9
5
136.— 165.
134.— 166.
10
5
153.— 175.
174.— 186.
173.
179.
0.0— 1.5
1.5— 12.8
PH (STANDARD UNITS)
0.—I.5 N DEPTH 6
MAX DEPTH° S
6.9— 7.9
7.8— 7•9
6
5
6.9— 1.5
6.5— 6.8
10
5
6.5— 7.1
6.5— 6.8
6.8
6.6
0.0— 1.5
1.5— 12.8
TOTAL ALI ALINITY (MG/LI
0.—l.S H DEPTH 6
MAX OEPTH°• 5
12.— 19.
13.— 20.
6
5
21.— 25.
24.— 37.
10
5
21.— 36.
23.— 45.
30.
30.
0.0— 1.5
1.5— 12.8
TOTAL P (MG/LI
0.—1.S H DEPTH 6
MAX DEPTH°• S
0.013—0.023
0.013—0.026
6
S
0.019—0.030
0.028—0.156
10
5
0.019—0.033
0.022—0.199
0.023
0.068
0.0— 1.5
1.5— 12.8
DISSOLVED ORTHO P (MG/LI
0.—I.S H DEPTH 6
MAX DEPTH*° 5
0.004—0.006
0.005—0.006
6
5
0.005—0.011
0.007—0.037
10
5
0.004—0.011
0.006—0.121
0.007
0.008
0.0— 1.5
1.5— 12.8
N02.NO3 (MG/U
O.—1.5 H DEPTH 6
MAX DEPTH •• 5
0.060—0.120
0.080—0,120
6
5
0.040—0.060
0.040—O.O6
10
5
0.020—0.030
0.020—0.030
0.020
0.020
0.0— 1.5
1.5— 12.8
AMMONIA CMG/L)
O.—I.5 H DEPTH 6
MAX OEPTH°• 5
0.030—0.040
0.040—0.050
6
5
0.060—0.090
0.070—0.500
10
5
0.030—0.060
0.060—1.210
0.040
0.090
0.0— 1.5
1.5— 12.8
KJELDAHL N (MG/LI
O.—1.5 M DEPTH 6
MAX OEPTHO • 5
0.300—0.800
0.200—0.400
6
5
0.500—1.000
0.500—1.100
10
5
0.400—0.800
0.600—1.600
0.600
0.800
0.0— 1.5
1.5— 12.8
SECCHI DISC (METERS)
5
9.1
11.9
11.6
160.
162.
7.8
1.8
17.
17.
0.017
0.0 18
0.005
0.005
0.095
0.090
0.040
0.040
0.350
1.5
13.1
1.5
13.1
1.5
13.1
1.5
13.1
1.5
13.1
1.5
13.1
1.5
13.1
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
1.5
13.4
25.4
13.9
7.8
1.0
161.
137.
7.2
6.6
24.
28.
0.022
0.035
0.00 1
0.030
0.055
0.040
0.075
0.390
0.650
0.800
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.l—
0 • 0—
2.1—
0.0—
2.1—
0.0—
1 • 5-
0 • 0—
1 • 5—
0.0—
‘.5—
0.0—
1.5-
0.0—
1.5—
0.0—
1.5-
0.0—
1.5—
1.5
13.1
1.5
13.1
1.5
13.1

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• N NO. OF SAMPLES
•* MAXIMUM DEPTH SAMPLED AT EACH SITE
S = NO. OF SITES SAMPLED ON THIS DATE
LAKE MUSCONETCONG
STORET CODE 3417
4/17/73
PHYSICAL AND CHEMICAL CHARACTERISTICS
7/23/73
MAX
MAX
MAX
• I
DEPTH
RANGE
5 = 1
DEPTH
RANGE
S •• = 1
DEPTH
RANGE
RANGE MEDIAN
(METERS) N• RANGE MEDIAN
(METERSI N RANGE MEDIAN
(METERS)
10/ 1/73 1
PARAMETER N’
TEMPERATURE (DEG CENT)
0.—I.5 M DEPTH 1
MAX DEPTH” 1
13.5— 13.5
13.5— 13.5
13.5
13.5
0.0—
0.0—
0.0
0.0
2
1
26.6— 27.3
26.6— 26.6
26.9
26.6
0.0—
0.9—
0.9
0.9
1
1
19.3— 19.3
19.3— 19.3
19.3
19.3
0.0—
0.0—
0.0
0.0
DISSOLVED OXYGEN (MG/U
O.—1.5 H DEPTH 1
MAX DEPTH” 1
10.8— 10.8
10.8— 10.8
10.8
10.8
0.0—
0.0—
0.0
0.0
1
1
9.8— 9.8
9.8— 9.8
9.8
9.8
0.9—
0.9—
0.9
0.9
1
1
9.0— 9.0
9.0— 9.0
9.0
9.0
0.0—
0.0—
0.0
0.0
CONDUCTIVITY (UMNOS)
O.—1.S H DEPTH 1
MAX DEPIM” 1
195.— 195.
195.— 195.
195.
195.
0.0—
0.0—
0.0
0.0
2
1
195.— 196.
195.— 195.
.
196.
195.
0.0—
0.9—
0.9
0.9
1
1
350.— 350.
350.— 350.
350.
350.
0.0—
0.0—
0.0
0.0
PH (STANDARD UNITS)
O.—1.5 U DEPTH 1
MAX DEPTH° ’ I
7.9— 7.9
7.9— 7.9
7.9
7.9
0.0—
0.0—
0.0
0.0
2
1
7.6— 8.5
7.6— 7.6
8.0
7.6
0.0—
0.9—
0.9
0.9
1
1
6.9— 6.9
6.9— 6.9
6.9
6.9
0.0—
0.0—
0.0
0.0
TOTAL ALKALINITY (MG/LI
O.—1.5 N DEPTH 1
MAX DEPTH” 1
28.— 28.
28.— 28.
28.
28.
0.0—
0.0—
0.0
0.0
2
1
33.— 34.
33.— 33.
34.
33.
0.0—
0.9—
0.9
0.9
1
1
13.— 13.
13.— 13.
13.
13.
0.0—
0.0—
0.0
0.0
TOTAL P (MG/LI
0.—I.5 N DEPTH 1
MAX DEPTH” I
0.027—0.027
0.027—0.027
0.027
0.027
0.0—
0.0—
0.0
0.0
2
1
0.044—0.118
0.118—0.118
0.081
0.118
0.0—
0.9—
0.9
0.9
1
1
0.028—0.028
0.028—0.028
0.026
0.028
0.0—
0.0—
0.0
0.0
DISSOLVED ORTHO P (MG/L)
0.—1.5 M DEPTH 1
MAX DEPTH” 1
0.012—0.012
0.012—0.012
0.012
0.012
0.0—
0.0—
0.0
0.0
2
1
0.009—0.035
0.035—0.035
0.022
0.035
0.0—
0.9—
0.9
0.9
1
1
0.006—0.006
0.006—0.006
0.006
0.006
0.0—
0.0—
0.0
0.0
N02.NO3 (MG/L)
O.—1.5 H DEPTH 1
MAX DEPTH ’ 1
0.150—0.150
0.150—0.150
0.150
0.150
0.0—
0.0—
0.0
0.0
2
1
0.050—0.060
0.060—0.060
0.OSS
0.060
0.0—
0.9—
0.9
0.9
1
1
0.030—0.030
0.030—0.030
0.030
0.030
0.0—
0.0—
0.0
0.0
AMMONIA (MG/L)
0.—1.5 N DEPTH 1
MAX DEPTH” 1
0.050—0.050
0.050—0.050
0.050
0.050
0.0—
0.0—
0.0
0.0
2
1
0.070—0.100
0.100—0.100
0.085
0.100
0.0—
0.9—
0.9
0.9
1
1
0.060—0.060
0.060—0.060
0.060
0.060
0.0—
0.0—
0.0
0.0
KJELDAHL N (MG/L)
0.—I.S U DEPTH 1
MAX DEPTH” 1
0.600—0.609
0.600—0.600
0.600
0.600
0.0—
0.0—
0.0
0.0
2
I
0.800—1.200
1.200—1.200
1.000
1.200
0.0—
0.9—
0.9
0.9
1
1
0.800—0.800
0.800—0.800
0.800
0.800
0.0—
0.0—
0.0
0.0
SECCHI DISC (METERS)
1
1.5— 1.5
1.5
1
1.8— 1.8
1.8
1
1.5— 1.5
1.5

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B. Biological Characteristics:
1. Phytoplankton -
Hopatcong
Musconetcona
Sampling
Date
04/17/73
Domi nant
Genera
1. Tabellaria
2. Asterionella
3. Synedra
4. Cyclotella
5. Fragilaria
Other genera
Total
1. Flagellates
2. Tabellaria
3. Fragilaria
4. Dinobryon
5. Asterionella
Other genera
1. Melosira
2. Flagellates
3. Dinobryon
4. Stephanodiscus
5. Kirchneriefla
Other genera
Algal
Units
per ml
17,638
8,435
4,175
3,579
3,067
5,795
42,689
1,135
1 ,O54
730
297
135
378
3,729
1 ,24O
717
401
384
245
1,030
Dominant
Genera
1. Flagellates
2. Mougeotia
3. Fragilaria
4. Oocystis
5. Ankistrodesmus
Other genera
1. Flagellates
2. Kirchneriella
3. Scenedesmus
4. Microcystis
5. Crucigenia
Other genera
Algal
Units
per ml
3,190
264
220
154
88
484
4,400
580
224
83
24
17
59
(Data not available)
07/23/7 3
10/03 / 73
Sampl ing
Date
07/23/74
10/01/ 73
Total
Total
Total 4,017
Total 987

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2. Chlorophyll a -
Hopatcong
Mu sconetconq
Station
Number
1
2
3
4
5
1
2
3
4
5
1
2
3
4
5
Chlorophyll a
( pg/i iter )
21.4
26.2
27.7
26.1
12.6
11.4
9.3
7.1
9.2
13.2
6.2
5.5
7.5
7.8
13.2
Sampling
Date
04/17/73
07/23/73
Station
Number
1
Chiorophyil a
( pg/i iter )
9.4
C. Limiting Nutrient Study:
1. Autociaved, filtered, and nutrient spiked -
Hopa tcong
Musconetcong
Spike ( mg/i )
Control
0.05 P
0.05 P + 1.0 N
1.00 N
Ortho P
Conc. (mg/i )
Inorganic N
Conc. (mg/i )
Maximum yield
( mg/i-dry wt. )
Ortho P
Conc. (mg/i )
0.010
0.060
0.060
0.010
Inorganic N
Conc. (mg/i )
0.178
0.178
i .178
1.178
Maximum yield
( mg/i-dry wt. )
0.2
5.1
18.2
0.9
Sampling
Date
04/17/73
07/23/73
10/03/73
1
1
10/01/ 73
20.1
3.7
-I
1
(See Discussion, pagei2

-------
12
2. Discussion —
The control yield of the assay alga, Selenastrum
capricornutum , indicates that the potential for primary
production In Musconetcong Lake was low at the time of
sampling. In the assay, the Increase In yield with
the addition of phosphorus as well as the lack of
increase when only nitrogen was added indicates phosphorus
limitation. Maximum growth potential was achieved with the
simultaneous addition of both phosphorus and nitrogen.
The N/P ratios in Lake Musconetcong were 12/1 and 15/1
in the spring and fall, respectively, indicating phosphorus
limitation, and 7/1 during summer sampling suggesting nitrogen
limitation at that time.
The algal assay results for Lake Hopatcong 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, N/P ratios In lake
chemistry data suggest phosphorus limitation in spring and
summer, with ratios of 22/1 and 16/1 , respectively, and
nitrogen limitation during the fall with a ratio of 10/1.

-------
13
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
maps (pages v and vi), except for the high runoff month
of February when two samples were collected. Sampling was
begun in July 1973, and was completed in April 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 the unsampled “minor tributaries
and immediate drainage” (“ZZ” of USGS) in both lakes were
estimated by using the mean annual concentrations in
Unnamed Stream at Station B(l) ( Hopatcong Lake) and mean
annual ZZ flow.

-------
14
The operators of the Our Lady of the Lake School and
Mt. Arlington Garden Apartments (Mt. Arlington) wastewater
treatment plants provided monthly effluent samples and
corresponding flow data. Nutrient loads for the Consolidated
School were estimated at 0.567 kg P and 1.701 kg N/capital
180-day school year.

-------
15
A. Waste Sources (Lake Hopatcong only):
1. Known municipal -
Population Mean Flow Receiving
Name Served* Treatment* ( m”/d x 103) Water*
Mt. Arlington 450 Activated 0.085 Lake Hopatcong
Garden Apts. Sludge
(Mt. Arlington)
Our Lady of the 250 Activated 0.004 Lake Hopatcong
Lake School Sludge
Consolidated 275 Extended 0.104*** Unnamed Stream
School** Aeration
*Treatffient plant questionnaires.
**Lundjn, personal communication.
***Estimated at 0.3785 m 3 /capita/day.

-------
B. Annual Total Phosphorus Loading - Average Year:
1. Inputs —
Hopatcong Lake
% of
Source k PLy total
a. Tributaries (nonpoint load) -
B(1) Unnamed Stream
b. Minor tributaries and inimedi te
drainage (nonpoint load) -
c. Known Municipal STP’s —
Mt. Arlington Garden Apts.
Our Lady of the Lake School
Consolidated School
d. Septic tanks* -
e. Known industrial — None
f. Direct preclpitation** -
Totals
2. Output — A(l) Musconetcong River
3. Net annual P accumulation -
Musconetcong Lake
% of
Source kg P/yr total
a. Tributaries (nonpoint load) -
B(l) Musconetcong River
b. Minor tributaries and immediate
drainage (nonpoint load) -
c. Known Municipal STP’s - None
d. Septic tanks* —
e. Known industrial - None
f. Direct preclpitation** -
Totals
A(l) Musconetcong River
Net annual P export*** -
*Estimate for Hopatcong based on 1,088 lakeside residences and 11 park tanks.
Estimate for Musconetcong based on 12 lakeside residences.
**Estimated (see NES Working Paper No. 175).
***Export probably due to unknown sources and/or sampling error.
10.9
22.9
14.3
0.4
12.0
24.8
14.7
100.0
140
295
185
5
155
320
190
1 ,290
710
580
710 87.7
70 8.6
5 0.6
3.1
100.0
25
810
1 ,030
220

-------
C. Annual Total Nitrogen Loading - Average Year:
1. Inputs -
a. Tributaries (nonpoint load) -
B(l) Unnamed Stream
b. Minor tributaries and immediate
drainage (nonpoint load) -
c. Known Municipal SIP’s —
Mt. Arlington Garden Apts.
Our Lady of the Lake School
Consolidated School
d. Septic tanks* -
e. Known industrial - None
f. Direct precipitation** -
Total s
2. Output - A(l) Musconetcong River
3. Net annual N accumulation -
1.0
0.1
1.0
a. Tributaries (nonpoint load) -
B(1) Musconetcong River
b. Minor tributaries and immediate
drainage (nonpoint load) -
c. Known Municipal SIP’s - None
22.2 d. Septic tanks* -
e. Known industrial - None
_____ f. Direct precipitatlon** -
Totals
A(l) Musconetcong River
Net annual N accumulation -
1 ,435
37,725
30,030
7,695
*Estimate for Hopatcong based on 1,088 lakeside residences and 11 park tanks.
Estimate for Musconetcong based on 12 lakeside residences.
**Estimated (see NES Working Paper No. 175).
Hopatcong Lake
Source
% of
kg N/yr total Source
Musconetcong Lake
9,295 17.2
19,845 36.7
% of
kg N/yr total
31,370 83.2
4,790 12.7
130 0.3
550
50
470
11,980
11,735
53,925
31 ,370
22,555
21.8
100.0
-J
3.8
100.0

-------
18
D. Mean Annual Non-point Nutrient Export by Subdrainage Area:
Tributary kg P/km 2 /yr kg N/km 2 Jyr
Nopatcong Lake - B(l) Unnamed Stream 7 443
Musconetcong Lake - B(l) Musconetcong
River 11 473
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 /yrj
Hopatcong Musconetcong
Estimated loading 0.12 0.61
Vollenweider ‘s “dangerous”
or eutrophic loading 0.35 1.04
Vollenweider’s “permissible”
or oligotrophic loading 0.17 0.52

-------
19
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.
Lundin, Clifford R. 1976. Personal communication, Office
of Environmental Commission, Borough of Hopatcong, New
Jersey.
U.S. Environmental Protection Agency. 1975. National Eutro-
phication 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 Publ. No. 13690, Canada Centre
for Inland Waters, Burlington, Ontario.

-------
VI. APPENDICES
APPENDIX A
CONVERS ION FACTORS

-------
CONVERSION FACTORS
Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
Cubic meters x 8.107 x lO = 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

-------
APPENDIX B
TRIBUTARY FLOW DATA

-------
TRIBUTARY FLOW INFORMATION FOR NEW JERSEY 06/04/76
LAKE CODE 3415 LaKE HOPATCONG
TOTAL DRAINAGE AREA OF LAKE(S0 KM) 66.3
SUB—DRAINAGE NORMALIZED FLOWS(CMS)
TRIBUTARY AREA(S0 KMI JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MEAN
34 15A1 66.3 1.44 1.42 0.85 1.13 0.88 0.65 0.40 0.74 1.08 1.33 1.67 1.76 1.11
341581 21.0 0.31 0.34 0.57 0.54 0.31 0.16 0.11 0.12 0.11 0.11 0.25 0.31 0.27
34 15ZZ 45.3 0.68 0.74 1.22 1.16 0.68 0.34 0.24 0.26 0.23 0.23 0.54 0.68 0.58
SUMMARY
TOTAL DRAINAGE AREA OF LAKE = 66.3 TOTAL FLOW IN = 10.22
SUM OF SUB—DRAINAGE AREAS = 66.3 TOTAL FLOW OUT — 13.34
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
34 15A1 7 73 1.359 21 0.850
8 73 0.765 18 0.651
9 73 0.850 22 0.736
10 73 0.368 27 0.147
11 73 2.747 10 2.917
12 73 3.171 8 2.549
1 74 3.653 5 5.352
2 74 1.671 2 1.982 24 1.048
3 74 0.368 31 0.093
4 74 1.841 28 1.189
5 76 1 .416
6 74 0.991
34 15B 1 7 73 0.340 21 1.218
8 73 0.130 18 0.085
9 73 0.057 22 0.051
10 73 0.113 27 0.027
11 73 0.159 10 0.125
12 73 1.133 8 0.340
1 7’. 0.708 5 0.765
2 74 0.453 2 0.623 24 0.736
3 74 0.566 31 1.586
4 74 0.934 28 0.340
S 74 0.453
6 74 0.246
3415Z2 7 73 0.736 21 2.633
B 73 0.280 18 0.184
9 73 0.122 22 0.110
10 73 0.244 27 0.057
11 73 0.340 10 0.269
12 73 2.435 8 0.736
1 74 1.529 5 1.642
2 74 0.991 2 1.359 24 1.586
3 74 1.218 31 3.426
4 74 2.010 28 0.736
S 74 0.991
6 74 0.538

-------
TRIBUTARY FLOW INFORMATION FOR NEW JERSEY
06/04/76
LAKE cooc 3417
LAKE MUSCONETCONG
NORMALIZED FLOWS (CN$1
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MEAN
76.9 1.59 1.56 1.13 1.42 1.02 0.65 0.37 0.74 1.10 1.42 1.81 1.90 1.22
66.3 1.44 1.42 0.85 1.13 0.88 0.65 0.40 0.74 1.08 1.33 1.67 1.76 1.11
10.6 0.159 0.173 0.283 0.272 0.159 0.079 0.057 0.059 0.054 0.054 0.130 0.159 0.136
TOTAL DRAINAGE AREA OF LAKE •
SUM OF SUB—DRAINAGE AREAS -
21 1.444
18 0.651
22 0.736
27 0.159
10 3.370
8 2.917
5 6.088
2 2.294
31 0.906
28 1.359
21 0.850
18 0.651
22 0.736
27 0.147
10 2.917
8 2.549
5 5.352
2 1.982
31 0.093
28 1.189
21 0.595
18 0.042
22 0.025
27 0.014
10 0.062
8 0.173
5 0.396
2 0.311
31 0.793
28 0.173
7 73 1.444
8 73 0.765
9 73 0.850
10 73 0.396
11 73 3.143
12 73 3.653
I 74 4.191
2 74 1.812
3 74 0.651
4 74 2.322
5 74 1.642
6 74 1.076
7 73 1.359
8 73 0.165
9 73 0.850
10 73 0.368
II 73 2.747
12 73 3.171
1 74 3.653
2 74 1.671
3 74 0.368
4 74 1.841
5 74 1.416
6 74 0.991
7 13 0.17)
8 73 0.065
9 73 0.028
10 73 0.059
11 73 0.079
12 73 0.566
1 74 0.368
2 74 0.229
3 74 0.283
4 74 0.481
5 74 0.229
6 74 0.127
SUMMARY
SUB—DRAINAGE
TRIBUTARY AREA(S0 KM)
TOTAL DRAINAGE AREA OF LAKE(S KM) 76.9
341 7A I
341 781
3417ZZ
MEAN MONTHLY FLOWS AND DAILY FLOWS(CHS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY
FLOW DAY
TOTAL FLOW IN .
TOTAL FLOW OUT
FLOW DAY FLOW
14.97
14.70
341 7A I
341761
3417ZZ
76.9
76.9
24 1.416
24 1.048
24 0.368

-------
APPENDIX C
PHYSICAL AND CHEMICAL DATA

-------
STORET RETRIEVAL DATE 76/06/04
341501
40 55 18.0 074 39 18.0 3
LAKE HOPATCONG
34037 NEW JERSEY
020392
1IEPALES 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 ALK NH3—N TOT KJEL N02&N03 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT HG/L INCHES MICROMHO SU MG/L MG/L MG/L MG/L MG/L P
73/04/17 11 10 0000 10,7 72 160 7.80 19 0.030 0.400 0.100 0.006
11 10 0005 10.3 11.9 165 7.80 18 0.040 0.300 0.090 0.006
73/07/23 09 50 0000 25.1 7.8 72 165 6.90 23 0.090 0.900 0.060 0.008
09 50 0007 25.0 6.4 166 6.80 24 0.100 0.600 0.060 0.007
73/10/03 12 00 0000 19.2 108 173 7.10 30 0.040 0.800 0.030 0.011
12 00 0005 19.0 8.0 174 6,80 30 0e060 0.600 0.020 0.008
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/17 11 10 0000 0.019 21.4
Il 10 0005 0.018
73/07/23 09 50 0000 0.030 11.4
09 50 0007 0.028
73/10/03 12 00 0000 0.019 6.2
12 00 0005 0.022

-------
STORET RETRIEVAL DATE 76/06/04
341502
40 56 17.0 074 38 40.0 3
LAI E HOPATCONG
34037 NEW JERSEY
020392
RIEPALES 2111202
0045 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER 00 TRANSP CNDuCTVY PH 7 ALK NH3—N TOT KJEL PdOZ4NO3 P 1 105—015
FROM OF TEMP SECCHI FIELD CACO) TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT P48/1 INCHES NICROMMO SU MG/L MG/L M8/L K0/L MG/L P
73/04/17 11 30 0000 9.9 60 155 7.90 17 0.040 0.600 0.100 0.005
11 30 0006 9.5 12.2 170 7.90 18 0.040 0.400 0.090 0.007
11 30 0015 9.1 12.0 165 7.90 17 0.030 0.400 0.080 0.005
11 30 0022 9.0 11.9 160 7.90 18 0.030 0.300 0.090 0.005
Ii 30 0031 8.9 11.9 145 7.90 Ii 0.030 0.300 0.080 0.005
11 30 0041 8.9 11.6 145 7.80 17 0.040 0.300 0.090 0.005
73/07/23 10 20 0000 25.4 8.2 96 164 7.30 22 0.060 0.600 0.040 0.005
10 20 0005 25.4 163
10 20 0010 25.3 161
10 20 0015 25.1 7.6 164 7.10 22 0.050 0.400 0.040 0.006
10 20 0020 22.3 1.8 147 6.50 23 0.100 0.500 0.050 0.011
10 20 0025 15.9 129
10 20 0030 14.5 128
10 20 0035 13.6 130
10 20 0040 13.0 0.1 135 6.60 33 0.500 0.800 0.040 0.037
73/10/03 II 35 0000 19.5 96 173 6.80 30 0.040 0.600 0.020 0.011
11 35 0005 19.0 8.6 171 6.60 31 0.040 0.500 0.020 0.009
Ii 35 0020 18.7 7.2 171 6.60 32 0.060 0.500 0.020 0.008
11 35 0030 16.2 0.4 174 6.40 41 0.400 0.800 0.020 0.017
11 35 0040 13.2 0.2 179 6.50 43 0.880 1.400 0.020 0.121
00665 32217
DArE TIME DEPTH PIIOS—TOT CIILRPHYL
FROM OF A
TO DAY FEET MG/I P UG/L
73/04/17 Ii 30 0000 0.017 26.2
11 30 0006 0.013
11 30 0015 0.014
II 30 0022 0.013
11 30 0031 0.021
11 30 0041 0.026
73/07/23 10 20 0000 0.019 9.3
10 20 0015 0.035
10 20 0020 0.026
10 20 0040 0.045
73/10/03 Ii 35 0000 0.023 5.5
11 35 0005 0.024
11 35 0020 0.022
11 35 0030 0.051
11 35 0040 0.139

-------
STORET RETRIEVAL DATE 76/06/04
341503
40 56 44.0 074 37 59.0 3
LAKE HOPATCONG
34027 NE JERSEY
020392
IIEPALES 2111202
0048 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 XJEL N02&N03 PHOS—DIS
FROM QF TEMP SCCCHI FIELD CACO3 TOTAL N N-TOTAL ORTRO
TO DAY FEET CENT M6/L INCHES MICRONHO SU MG/L MG/I MG/I MG/L MG/I P
73/04/17 14 10 0000 11.2 7? 160 7.90 16 0.040 0.800 0.060 0.006
14 tO 0006 10.4 12.1 162 8.00 18 0.030 0.700 0.060 0.006
14 10 0015 9.7 11.9 160 8.00 21 0.030 0.500 0.070 0.008
14 10 0022 9.4 11.8 160 8.00 Ii 0.030 0.600 0.080 0.009
14 10 0033 9.2 11.7 155 7.90 Ii 0.040 0.600 0.080 0.004
14 10 0044 9.1 11.6 162 7.90 20 0.040 0.400 0.090 0.005
73/07/23 II 05 0000 25.5 7.4 108 161 7.20 24 0.080 0.700 0.050 0.006
11 05 0005 25.4 159
II 05 0010 25.3 159
11 05 0015 24.5 6.0 158 6.90 25 0.080 0.500 0.050 0.010
11 05 0020 20.3 0.8 141 6.40 25 0.090 0.300 0.050 0.008
II 05 0025 15.3 130
11 05 0030 14.2 0.2 129 6.50 30 0.200 0.300 0.040 0.010
11 05 0035 13.8 130
II 05 0040 13.3 133
11 05 0043 13.2 1.0 134 6.60 37 0.480 0.800 0.040 0.032
73/10/03 11 05 0000 19.1 84 173 6.80 29 0.040 0.600 0.030 0.004
11 05 0005 19.1 8.4 172 6.80 28 0.030 0.500 0.030 0.007
11 05 0015 18.9 8.2 170 6.80 30 0.030 0.500 0.020 0.012
11 05 0025 18.4 5.8 169 6.60 31 0.090 0.600 0.020 0.007
I I 05 0035 14.1 0.1 174 6.60 41 0.610 0.800 0.020 0.060
II 05 0042 12.8 186 6.50 45 1.210 1.600 0.030 0.101
00665 32217
DATE TIME DEPTH PHOS-TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/I P UG/L
73/04/17 14 10 0000 0.023 27.7
14 10 0006 0.019
14 10 0015 0.030
14 10 0022 0.019
14 10 0033 0.018
14 10 0044 0.018
73/07/23 IL 05 0000 0.019 7.1
II 05 0015 0.020
11 05 0020 0.020
II 05 0030 0.019
11 05 0043 0.035
73/10/03 11 05 0000 0.021 7.5
11 05 0005 0.027
11 05 0015 0.025
Ii 05 002S 0.027
11 05 0035 0.082
Ii OS 0042 0.199

-------
STORET RETRIEVAL DATE 76/06/04
341504
40 57 42.0 074 39 00.0 3
LAKE HOPATCONG
34037 NEW JERSEY
020392
11EPALES 21U202
0030 FEET DEPTH CLASS 00
00010
00300
00077
00094
00400
00410
00610
00625
00630
DATE
TIME
DEPTH
WATER
DO
TRANSP
CNDUCTVY
PH
T AIM
NH3—N
TOT KJEL
N02&N03
PHOS—DIS
FROM
OF
TEMP
SECCHI
FIELD
CACO3
TOTAL
N
P4—TOTAL
ORTHO
TO
DAY
FEET
CENT
MG/L
INCHES
MICROMHO
SO
HG/L
MG/I
MG/I
MG/I
MG/I P
13/04/17
14 30
0000
10.8
72
165
7.90
16
0.040
0.300
0.060
0.004
14 30
0006
10.3
12.3
170
8.00
14
0.030
0.200K
0.050
0.005
14 30
0016
8.9
11.9
170
7.90
14
0.040
0.300
0.080
0.017
14 30
0026
8.5
11.3
170
7.80
13
0.050
0.300
0.080
0.006
73/07/23
12 45
0000
26.2
8.4
108
162
7.50
21
0.070
1.000
0.050
0.011
12 45
0005
25.9
160
12 45
0010
25.7
160
12 45
0015
25.1
7.2
154
6.80
20
0.060
0.400
0.050
0.009
12 45
0020
22.3
2.8
148
6.40
21
0.100
0.300
0.050
0.010
12 45
0025
15.1
0.1
130
6.40
27
0.250
0.400
0.050
0.035
12 45
0030
13.9
0.5
137
6.50
28
0.390
1.100
0.040
0.030
73/10/03
10 10
0000
19.2
90
175
6.50
21
0.040
0.600
0.030
0.007
10 10
0005
18.9
8.3
175
6.70
22
0.030
0.400
0.020
0.006
10 10
0015
18.9
8.0
175
6.80
23
0.030
0.300
0 020
0.005
10 10
0025
18.9
5.8
175
6.60
23
0.090
0.700
0.020
0.006
DATE
TIME
DEPTH
00665
PIIOS—TOT
32217
CHLRPHYL
FROM
OF
A
TO
DAY
FEET
MG/I P
UG/L
73/04/17
14 30
0000
0.017
26.1
14 30
0006
0.014
14 30
0016
0.017
14 30
0026
0.013
73/07/23
12 45
0000
0.019
9.2
12 45
0015
0.022
12 45
0020
0.025
12 45
0025
0.045
12 45
0030
0.156
73/10/03
10 10
0000
0.023
7.8
10 10
0005
0.020
10 10
0015
0.021
10 in
0025
0.052
K VALUE KNOWN TO BE
LESS THAN INDICATED

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STORET RETRIEVAL DATE 76/06/0’.
341505
1.0 58 41.0 074 36 50.0 3
LAKE HOPATCONG
34027 NEW JERSEY
013392
1IEPALES 2111202
0017 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 N021.N03 PPfOS—DIS
FROM OF TEMP S(CCHI FIELD CACO3 TOTAL N N—TOTAL ORTP$O
TO DAY FEET CENT MG/I INCH€S MICRO$4H0 SU MG/I MG/I MG/I MG/L MG/L P
73/04/17 15 00 0000 12.7 72 148 6.90 12 0.040 0.300 0.120 0.005
15 00 0006 11.9 140 7.30 13 0.030 0.200K 0.120 0.004
15 00 0013 11.1 140 7.90 13 0.040 0.200K 0.120 0.005
73/07/23 13 30 0000 25.6 70 136 7.20 25 0.080 0.600 0.060 0.008
13 30 0005 25.4 7.2 137 7.00 25 0.070 0.500 0.060 0.007
13 30 0010 25.3 6.8 137 6.50 26 0.070 0.500 0.050 0.010
73/10/03 10 40 0000 18.9 75 153 6.90 36 0.040 0.700 0.020 0.004
10 40 0005 18.8 8.0 154 6.80 28 0.030 0.600 0.020 0.005
10 40 0012 18.7 6.8 185 6.70 30 0.060 0.800 0.020 0.007
00665 322)7
DATE TIME DEPTH P1105—TOT CIILRPPIYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/17 15 00 0000 0.013 12.6
15 00 0006 0.014
15 00 0013 0.014
73/07/23 13 30 0000 0.026 13.2
13 30 0005 0.029
13 30 0010 0.030
73/10/03 10 40 0000 0.029 13.2
10 40 0005 0.033
10 40 0012 0.068
Pc VALIJI KNOWN TO BE
LESS T11AN INDICATED

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STORET RETRIEVAL DATE 76/06/04
341701
40 54 27.0 074 41 38.0 3
LAKE MUSCONETCONG
34037 NEW JERSEY
020392
IIEPALES 2111202
0005 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 NO2 NO3 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/L INCHES MICPOHHO SU MG/L MG/L HG/I MG/L MG/L P
73/04/17 10 50 0000 13.5 10.8 60 195 7.90 28 0.050 0.600 0.150 0.012
73/07/23 15 40 0000 27.3 72 196 8.50 34 0.070 0.800 0.050 0.009
15 40 0003 26.6 9.8 195 7.60 33 0.100 1.200 0.060 0.035
73/10/01 16 30 0000 19.3 9.0 60L 350 6.90 13 0.060 0.800 0.030 0.006
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P IJG/L
73/04/17 10 50 0000 0.027 9.4
73/07/23 15 40 0000 0.044 20.1
15 40 0003 0.118
73/10/01 16 30 0000 0.028 3.7
L ACFUAL VALUE I KNUPN TI) c L
EAr T lA VALUE GIVL

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APPENDIX D
TRIBUTARY AND WASTEWATER
TREATMENT PLANT DATA

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STORET RETRIEVAL DATE 76/06/04
341 5A 1
40 55 00.0 074 39 59.0 4
UNNAMED STREAM
34 7.5 STANMOPE
0/LAKE HOPATCON(., 020392
2NDRY RD B G NEAR USGS GAGE
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 ORTIIO
TO DAY FEET MG/L MG/L MG/I MG/L P MG/L P
73/07/21 09 35 0.030 1.050 0.280 0.006 0.025
73/08/18 10 00 0.016 0.790 0.130 0.009 0.035
73/09/22 10 15 0.024 1.050 0.080 0.007 0.025
73/10/27 11 00 0.231 0.400 0.023 0.009 0.015
73/11/10 11 30 0.054 0.500 0.029 0.020
73/12/08 12 00 0.116 0.400 0.020 0.005K 0.015
74/01/05 11 00 0.192 0.600 0.022 0.005K 0.015
74/02/02 10 30 0.260 0.300 0.010 0.005K 0.015
74/02/24 10 30 0.288 0.300 0.010 0.005K 0.020
74/03/31 10 05 0.200 2.400 0.065 0.005 0.015
74/04/28 0.072 0.400 0.015 0.005K 0.020
K VALUE KNOWN TO BE
LESS THAN INDICATED

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STORET RETRIEVAL DATE 76/06/04
341 5B 1
40 58 12.0 074 35 56.0 4
34 7.5 DOVER
I/LAKE HOPATCONG 013392
ST HWY 15 BRDG S END OF LAKE
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NH3—N PHOS—OIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET MG/L MG/L MG/L HG/L P MG/L P
73/07/21 09 15 0.016 0.990 0.252 0.006 0.025
73/08/18 09 30 0.010K 0.600 0.126 0.005K 0.030
73/09/22 09 15 0.042 5.300 1.180 0.008 0.040
73/10/27 10 00 0.042 0.500 0.140 0.009 0.025
73/11/10 10 30 0.060 0.350 0.052 0.005K
73/12/08 12 30 0.052 1.000 0.028 0.005K 0.010
74/01/05 09 30 0.112 0.400 0.028 0.005K 0.005
74/02/02 09 30 0.108 0.500 0.025 0.005K 0.010
74/02/24 09 30 0.152 0.300 0.022 0.005K 0.015
74/03/31 09 30 0.080 1.100 0.040 0.005K 0.010
74/04/28 10 00 0.024 0.200 0.015 0.005K 0.005K
K VALUE KNOWN TO BE
LESS THAN INDICATED

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STORET RETRIEVAL DATE 76/06/04
341521 AS341521 P000450
40 56 00.0 074 38 30.0 4
MT ARLINGTON GARDEN APTS(MT ARL)
34 7.5 STANHOPE
D/LAKE HOPATCONG 020392
LAKE HOPATCONG
I IEPALES 2141204
0000 FEET DEPTH CLASS 00
00630
00625
00610
00671
00665
500 1
50053
DATE
TIME
DEPTH
N02&N03
TOT KJEL
NH3—N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
FROM
OF
N—TOTAL
N
TOTAL
ORTHO
RATE
FLOW—MGD
TO
DAY
FEET
P4G/L
MG/L
MG/I
MG/L P
MG/L P
INST MGD
MONTHLY
73/06/26
12
00
12.400
4.900
0.052
5.880
5.900
0.020
0.020
73/07/26
8.900
0.160
0.160
5.900
6.000
0.020
0.020
73/09/28
10
00
13.000
0.540
0.540
7.450
7.700
0.020
0.020
73/10/25
13
30
9.700
0.850
0.016
6.950
6.950
0.020
0.020
73/12/27
09
00
1.680
15.500
6.300
4.300
4.800
0.020
0.020
74/04/26
13
00
11.000
4.800
4.800
5.000
7.700
0.020
0.020
74/05/23
13
00
9.900
11.000
2.600
7.800
8.800
0.020
0.020
74/06/27
12
30
4.810
22.000
9.500
4.300
4.800
0.022
0.022
74/07/25
09
30
5.200
19.000
10.000
4.700
5.400
0.018
0.021
74/08/26
11
45
4.000
17.000
0.068
5.300
0.020
0.047
74/09/26
11
00
3.200
14.000
10.500
4.250
4.300
0.018
0.020
74/10/24
10
30
5.900
14.000
5.600
4.100
4.600
0.019
0.019

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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
P4G/L
MG/L
P000 116
341531 AS341531
40 55 58.0 074 38 35.0 4
OUR LADYOF LAKE SCHOOL
34 7.5 STANHOPE
0/LAKE HOPATCONG
LAKE HOPATCONG
1 1EPALES
0000 FEET DEPTH
020392
73/10/03 09 30
73/10/23 16 00
73/11/23 13 00
73/12/19 08 00
74/01/21 10 45
74102/21 08 00
74/03/26 09 00
74/04/24 12 00
74/05/23 12 15
74/06/26 14 00
74/07/29 12 20
74/08/28 08 15
00665 50051
PHOS—TOT FLOW
RATE
MG/L P INST MGD
11.600
32 .000
16.200
39. 000
36 • 000
26.400
19.150
44 • 000
39.000
12 • 970
20 .000
14. 000
00671
Plios—DIS
ORTHO
MG/L P
1 • 280
3.800
1.175
3.780
2.640
2.580
3.700
3.000
3.800
1.080
1.400
1.800
22. 880
0.100K
8.700
6.200
13, 000
28. 000
11.000
23. 500
2.800
1.200
6.700
0.220
0,0 19
7.900
5.750
8.100
0.060
0.025
0.050K
2141204
CLASS 00
50053
CONDUIT
FLOW—MGD
MONTHLY
0.001
0.001
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.001
0.001
0.00 1
1.350
4.400
1.237
4.700
2.800
2.800
4.100
4.900
4.900
1.350
1.400
2.700
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1
0.00 1

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STORET RETRIEVAL DATE 76/06/114
341 7A1
40 54 05.0 074 42 20.0 4
MUSCONETCONG RIVER
34 7.5 STANHOPE
0/LAKE MUSCONETONG 020392
US 206 BRDG BTWN STANHOPE & NETCONG
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 10 05 0.032 1.050 0.290 0.008 0.035
73/08/18 10 00 0.010K 0.810 0.093 0.006 0.040
73/09/22 11 45 0.013 0.865 0.280 0.005K 0.025
73/10/27 11 10 0.020 0.750 0.026 0.006 0.025
73/11/10 13 00 0.115 0.500 0.026 0.015
73/12/08 11 20 0.156 0.500 0.012 0.005K 0.020
74/01/OS 11 00 0.276 0.500 0.020 0.005K 0.010
74/02/02 10 00 0.380 0.300 0.015 0.005 0.045
74/02/24 11 30 0.312 0.400 0.025 0.005K 0.030
74/03/31 11 00 0.320 1.800 0.052 0.005K 0.012
74/04/28 11 15 0.020 0.500 0.010 0.005K 0.030
K VALUE KNOWN TO BE
LESS THAN INOICATED

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STORET RETRIEVAL DATE 76/06/04
341781
40 55 00.0 074 39 59.0 4
UNNAMED STREAM
34 7.5 STANHOPE
I/LAKE MUSCONETONG 020392
2NDRY RD 8RG NEAR USGS GAGE
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH NO2 NQ3 TOT KJEL NH3—N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO UAY FEET MG/L MG/L MG/L MG/L P MG/L P
73/37/21 09 50 0.012 0.970 0.260 0.005K 0.020
73/08/18 10 30 0.016 0.750 0.154 0.005K 0.030
73/09/22 10 15 0.010 0.820 0.090 0.005K 0.025
73/10/27 11 00 0.200 1.850 0.290 0.006 0.010
73/11/10 11 30 0.050 1.350 0.126 0.020
73/12/08 12 00 0.112 1.100 0.024 0.005K 0.015
74/01/05 11 00 0.184 0.300 0.016 0.005K 0.010
74/02/02 10 00 0.240 0.200 0.010 0.005K 0.015
74/02/24 10 45 0.288 0.300 0.010 0.005K 0.020
74/03/31 10 00 0.208 1.200 0.050 0.010 0.020
74/04/28 10 30 0.036 0.400 0.010 0.005K 0.017
K VALUE KNOWN TO BE
LESS THAN INDICATED

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

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LAKE DATA TO BE IJSEL) IN RANKINGS
LAKE MEDIAN MEDIAN 500— MEAN 15— MEQIAN
CODE LAKE NAME TOTAL P INORC N MEAN EC CrILORA MIN 00 DISS O Ti-4O P
3 ’ .02 8UDD LAKE 0.082 0.205 ‘.74.000 48.500 7.400 0.012
3403 GREENWOOD LAKE 0.021 0.100 414.250 11.920 L ’ ..800 0.007
3406 0 ACJELL RESERVO1 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 PAiJLINS 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 WANAQUE RESERVOIR 0 ,014 0.120 355.333 7.111 14.800 0.OOS

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PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES wITH HIGHEI ( VALUES)
500— MEAN 15- MEL)IAN INUE.*
LAKE
CODE
LAKE NAME
MEDIAN
TOTAL P
MEDIAN
INORG
N
MEAN SEC
CHLORA
MIN
DO
0155
ORTHO P
NO
3402
BUDO LAKE
12 (
1)
58 (
7)
0 ( 0)
0 ( 0)
92 ( 11)
2
C
3)
191
3403
GREENwOOD LAKE
83 (
10)
100 (
12)
92 ( 11)
58 C 7)
21 C 2)
83
C
9)
‘.37
3406
ORADELL RESERVOIR
54 C
6)
17 (
2)
42 ( 5)
25 ( 3)
‘.2 ( 5)
67
C
8)
2’. ?
3409
PIP4ECLIFF LAKE
33 C
4)
67 C
8)
17 C 2)
8 C 1)
67 ( 8)
42
C
5)
234
3410
POMPTON LAKES
25 C
3)
33 (
4)
33 C 4)
17 ( 2)
58 ( 7)
8
(
1)
174
3412
DUHERNAL LAKE
12 C
1)
0 C
0)
B ( 1)
100 12)
83 ( 10)
58
C
7)
261
3413
FARRINGION LAKE
54 (
6)
42 C
5)
50 ( 6)
75 ( 9)
33 ( 4)
29
(
3)
283
3415
LAKE HOPATCONG
75 C
9)
87 C
10)
83 C 10)
50 C 6)
8 ( 1)
83
C
9)
386
3417
LAKE MUSCUNETCONG
67 C
8)
75 (
9)
67 ( 8)
67 C 8)
100 ( 12)
50
C
6)
426
3419
PAULINS KILL LAKE
0 C
0)
25 C
3)
58 C 7)
92 ( )j)
75 C 9)
0
C
0)
250
3420
SPRUCE PUN RESERVOIR
92 C
11)
50 C
6)
75 C 9)
42 ( 5)
0 C 0)
83
C
9)
342
3422
UNION LAKE
42 C
5)
8 C
1)
25 C 3)
33 C 4)
50 ( 6)
17
(
2)
175
3423 WANAQUE RESERVOIR
100 ( 12) 87 C 10) 100 ( 12) 83 ( 10) 21 ( 2) 100 ( 12)
‘.91

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LAKES RANKED BY INDEX NOS.
RANK LAKE CODE LAKE NAME INDEX NO
1 3423 WANAQUE RESERVOIR 491
2 3403 GREENWOOD LAKE 437
3 3417 LAKE MUSCONETCONG 426
4 3415 LAKE MOPATCONG 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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