U.S. ENVIRONMENTAL PROTECTION AGENCY
NATIONAL EUTROPHICATION SURVEY
WORKING PAPER SERIES
SIMRSVILLE RESBMHR
NICHOLAS COUNIY
WEST VIRGINIA
PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
An Associate Laboratory of the
NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
and
NATIONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA
&GPO 697.032
-------
REPORT
ON
SUWERSVILLE RESERVOIR
NICHOLAS COUNTY
WEST VIRGINIA
EPA REGION III
WORKING PAPER No, 469
WITH THE COOPERATION OF THE
WEST VIRGINIA DEPARTMENT OF NATURAL RESOURCES
AND THE
WEST VIRGINIA NATIONAL GUARD
JUNE, 1975
827
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CONTENTS
Page
Foreword ii
List of West Virginia Study Lakes iv
Lake and Drainage Area Map v
Sections
I. Conclusions 1
II. Lake and Drainage Basin Characteristics 3
III. Lake Water Quality Summary 4
IV. Nutrient Loadings 8
V. Literature Reviewed 13
VI. Appendices 14
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ti
FOREWORD
The National Eutrophication Survey was initiated tn 1972 in
response to an Administration commitment to investigate the nation-
wide threat of accelerated eutrophication to fresh water lakes and
reservoirs.
OBJECTIVES
The Survey was designed to develop, in conjunction with state
environmental agencies, information on nutrient sources, concentrations,
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 non-point
source pollution abatement in lake watersheds.
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 water-
shed data collected from the study lake and its drainage basin is
documented. The report is formatted to provide state environmental
agencies with specific information for basin planning [§303(e)], water
quality criteria/standards review [§303(c)], clean lakes [§314(a,b)],
and water quality monitoring [§106 and §305(b)] activities mandated
by the Federal Water Pollution Control Act Amendments of 1972.
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iii
Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic condi-
tion are being made to advance the rationale and data base for
refinement of nutrient water quality criteria for the Nation's
fresh water 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 EPA
and to augment plans implementation by the states.
ACKNOWLEDGMENT
The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the West Virginia Department
of Natural Resources for professional involvement and to the
West Virginia National Guard for conducting the tributary
sampling phase of the Survey.
Ira S. Latimer, Jr., Director of the Department of Natural
Resources; and John H. Hall, Chief of the Water Resources
Division; and the Water Resources Division staff 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 Jack W. Blair, the Adjutant General of West
Virginia, and Project Officer Major Manuel G. Goble, who directed
the volunteer efforts of the West Virginia National Guardsmen,
are also gratefully acknowledged for their assistance to the
Survey.
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LAKE NAME
Bluestone
Lynn
Summersville
Tygart
NATIONAL EUTROPHI CATION SURVEY
STUDY LAKES
STATE OF WEST VIRGINIA
COUNTY
Mercer, Monroe, Summers,
WV; Giles, VA
Monongalia
Nicholas
Barbour, Taylor
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eo'so'
SUMMERSVILLE
RESERVOIR
® Tributary Sampling Site
X Lake Sampling Site
J Sewage Treatment Facility
*£• Drainage Area Boundary
. ?
Scale
sfflT
"»Km.
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SUMMERSVILLE RESERVOIR
STORE! NO. 5403
I. CONCLUSIONS
A. Trophic Condition:
Survey data indicate that Summersville Reservoir is meso-
trophic. It ranked third when the four West Virginia lakes
sampled in 1973 were compared using a combination of six param-
eters*. Two of the lakes had less median total phosphorus,
median dissolved phosphorus, median inorganic nitrogen, and
mean chlorophyll a_, but none of the other lakes had greater
mean Secchi disc transparency. Depression of dissolved oxygen
with depth occurred at sampling station 1 in September and at
station 4 in July.
B. Rate-Limiting Nutrient:
The algal assay results indicate Summersville Reservoir
was phosphorus limited at the time the sample was collected
(04/03/73). The reservoir data indicate phosphorus limitation
at the other sampling times as well.
C. Nutrient Controllability:
1. Point sources—The phosphorus contribution of point
sources amounted to 14.3% of the total reaching the reservoir
during the sampling year. The wastewater treatment plants at
Richwood and Summersville were the only known point sources
and contributed 4.1% and 10.2% of the load, respectively.
* See Appendix A.
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2
The present phosphorus loading of 2.82 g/m2/yr is about 1.3
times that proposed by Vollenweider (Vollenweider and Dillon,
1974) as a eutrophic loading (see page 12). While even complete
removal of phosphorus at the two point sources would still leave
a eutrophic loading (2.41 g/m2/yr), the reservoir is phosphorus
limited, and all phosphorus inputs should be reduced to the
greatest practicable degree to prolong the existing water quality.
2. Non-point sources--0f the gaged tributaries, Gauley River
contributed 51.7% of the total phosphorus load; Hominy Creek,
11.1%; Muddlety Creek, 9.2%; Big Beaver Creek, 6.7%; Panther
Creek, 1.2%; and Arbuckle Brook was estimated to have contributed
0.3%. The ungaged drainage area was estimated to have contributed
4.9% of the total phosphorus load reaching the reservoir during
the sampling year.
The phosphorus export rates of the Summersville Reservoir
tributaries ranged from 8 to 20 kg/km2/year (see page 11). These
rates compare well with the export rates of seven unimpacted
tributaries of nearby Bluestone Reservoir* (mean of 8 kg/km2/yr;
range of 6 to 12 kg/km2/yr).
* Working Paper No. 467.
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II. LAKE AND DRAINAGE BASIN CHARACTERISTICS1"
A. Lake Morphometry :
1. Surface area: 11.02 kilometers2.
2. Mean depth: 21.0 meters.
3. Maximum depth: 82.3 meters.
4. Volume: 231.420 x 10s m3.
5. Mean hydraulic retention time: 50 days (based on outlet flow).
B. Tributary and Outlet:
(See Appendix C for flow data)
1. Tributaries -
Drainage Mean flow
Name area (km2)* (mVsec)*
Gauley River 1,367.5 34.4
Hominy Creek 269.4 6.4
Panther Creek 43.8 1.2
Big Beaver Creek 102.6 2.8
Muddlety Creek 173.8 4.6
Arbuckle Brook 7.1 0.2
Minor tributaries &
immediate drainage - 107.2 3.5
Total 2,071.4 53.1
2. Outlet -
Gauley River 2,082.4** 53.5
C. Precipitation***:
1. Year of sampling: 132.8 centimeters.
2. Mean annual: 103.7 centimeters.
t Table of metric equivalents—Appendix B.
tt Robinson, 1974.
* For limits of accuracy, see Working Paper No. 175, "...Survey Methods,
1973-1976".
** Includes area of lake.
*** See Working Paper No. 175.
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4 .
III. LAKE WATER QUALITY SUMMARY
Summersville 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
four stations on the reservoir and from a number of depths at each station
(see map, page v). During each visit, a single depth-integrated (4.6 m
to surface) sample was composited from the stations for phytoplankton
identification and enumeration; and during the April visit, a single
18.9-liter depth-integrated sample was composited for algal assays.
Also each time, a depth-integrated sample was collected from each of
the stations for chlorophyll ^analysis. The maximum depths sampled
were 68.6 meters at station 1, 16.8 meters at station 2, 36.6 meters at
station 3, and 18.3 meters at station 4.
The sampling results are presented in full in Appendix D and are
summarized in the following table.
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PARAMETER
TEMP
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B. Biological characteristics:
1. Phytoplankton -
Sampling
Date
04/03/73
07/18/73
09/28/73
2. Chlorophyll a^ -
Sampling
Date
04/03/73
07/18/73
09/28/73
Dominant
Genera
1. Navicula sjj.
2. Tetraedron sp.
3. Flagellates
Total
1. Flagellates
2. Melosira sjj.
3. Synedra sp.
4. CyclotelTa" sp.
5. Sphaerocystis sp.
Total
1. Centric diatoms
2. Dinobryon s£.
3. Cyclotella s£.
4. Melosira sp_.
5. Flagellates
Other genera
Total
Station
Number
01
02
03
04
01
02
03
04
01
02
03
04
Algal Units
per ml _
60
20
100
317
284
67
50
17
735
579
482
241
205
133
73
1,713
Chlorophyll
(yg/D
0.7
0.3
0.5
0.4
17.3
12.1
19.4
4.9
5.6
7.2
2.5
4.0
-------
0.005
0.055
0.055
0.005
0.719
0.719
1.719
1.719
0.1
11.2
13.6
0.1
7
Limiting Nutrient Study:
1. Autoclaved, filtered, and nutrient spiked -
Ortho P Inorganic N Maximum yield
Spike (mg/1) Cone, (mg/1) Cone, (mg/1) (mg/1-dry wt.)
Control
0.050 P
0.050 P + 1.0 N
1.0 N
2. Discussion -
The control yield of the assay alga, Selenastrum capri-
cornutum, indicates that the potential primary productivity
of Summersville Reservoir was low at the time the sample was
collected (04/03/73). There was a significant increase in
yield when only orthophosphorus was added, but the yield was
not changed when nitrogen alone was added. Based on these
results, phosphorus limitation is indicated.
The reservoir data also indicate phosphorus limitation;
i.e., the mean inorganic nitrogen/orthophosphorus ratios were
42/1 or greater at all sampling stations and times, and
phosphorus limitation would be expected.
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8
IV. NUTRIENT LOADINGS
(See Appendix E for data)
For the determination of nutrient loadings, the West Virginia
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 West Virginia District Office of the U.S. Geological Survey for the
tributary sites nearest the lake.
Except for Arbuckle Brook, nutrient loads for sampled tributaries were
determined by using a modification of a U.S. Geological Survey computer
program for calculating stream loadings*. Nutrient loads shown are
those measured minus point-source loads, if any.
Arbuckle Brook was sampled from the north bank a short distance
downstream from the Summersville wastewater treatment plant outfall
(also on the north bank), and the high nutrient levels in the samples
(see Appendix E) are believed to be due to inadequate mixing of the plant
effluent with the stream water at the sampling point. Therefore, the
non-point nutrient loads in this stream were estimated.
The nutrient loads of Arbuckle Brook and the unsampled "minor tribu-
taries and immediate drainage" ("ZZ" of U.S.G.S.) were estimated using
the means of the nutrient loads, in kg/km2/year, at stations B-l, C-l,
* See Working Paper No. 175.
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9
D-l, and E-l and multiplying the means by the Arbuckle Brook and ZZ
areas in km2.
The operators of the Richwood and Summersville wastewater treatment
plants provided monthly effluent samples; however, corresponding flow
data were not provided by the Summersville operator. Consequently, the
nutrient loads from this plant were estimated at 1.134 kg P and 3.401
kg N/capita/year, and flows were estimated at 0.3785 m3/capita/day.
A. Waste Sources:
1. Known municipal -
Pop Mean Flow Receiving
Name Served Treatment (m3/d) Water
Richwood* 4,000 act. sludge 1,519.5 Cherry River
Summersville* 2,800 Imhoff 1,059.8 Arbuckle Brook
2. Known industrial - None
* Marlow, 1973; Hypes, 1973.
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10
B. Annual Total Phosphorus Loading - Average Year:
1. Inputs -
kg P/ % of
Source yr total
a. Tributaries (non-point load) -
Gauley River 16,025 51.7
Hominy Creek 3,435 11.1
Panther Creek 370 1.2
Big Beaver Creek 2,070 6.7
Muddlety Creek 2,860 9.2
Arbuckle Brook 100 0.3
b. Minor tributaries & immediate
drainage (non-point load) - 1,530 4.9
c. Known municipal STP's -
Richwood 1,265 4.1
Summersville 3,175 10.2
d. Septic tanks - unknown
e. Known industrial - none
f. Direct precipitation* - 195 0.6
Total 31,025 100.0
2. Outputs -
Lake outlet - Gauley River 27,975
3. Net annual P accumulation - 3,050 kg.
* See Working Paper No. 175.
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11
C. Annual Total Nitrogen Loading - Average Year:
1. Inputs -
kg N/ % of
Source y_r total
a. Tributaries (non-point load) -
Gauley River 868,995 62.3
Hominy Creek 183,865 13.2
Panther Creek 62,435 4.5
Big Beaver Creek 66,240 4.8
Muddlety Creek 92,205 6.6
Arbuckle Brook 5,830 0.4
b. Minor tributaries & immediate
drainage (non-point load) - 88,010 6.3
c. Known municipal STP's -
Richwood 4,885 0.4
Summersville 9,525 0.7
d. Septic tanks - unknown
e. Known industrial - none
f. Direct precipitation* - 11.900 0.8
Total 1,393,890 100.0
2. Outputs -
Lake outlet - Gauley River 1,414,220
3. Net annual N loss - 20,330 kg.
D. Mean Annual Non-point Nutrient Export by Subdrafnage Area:
Tributary kg P/kit]2/yr kg N/km2/yr
Gauley River 12 635
Hominy Creek 13 682
Panther Creek 8 1,425
Big Beaver Creek 20 646
Muddlety Creek 16 531
* See Working Paper No. 175.
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12
E. Yearly Loadings:
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 mesotrophic 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 Phosphorus Total Nitrogen
grams/m2/yr
Total
2.82
Accumulated
0.28
Total
126.5
Accumulated
loss*
Vollenweider phosphorus loadings
(g/m2/yr) based on mean depth and mean
hydraulic retention time of Summersville
Reservoir:
"Dangerous" (eutrophic loading) 2.20
"Permissible" (oligotrophic loading) 1.10
* There was an apparent loss of nitrogen during the sampling year. This
may have resulted from nitrogen fixation in the reservoir, solubilization
of previously sedimented nitrogen, unknown and unsampled point sources
discharging directly to the reservoir, or underestimation of the minor
tributary and immediate drainage load. Whatever the cause, a similar
nitrogen loss has occurred at Shagawa Lake, Minnesota, which has been
intensively studied by EPA's National Eutrophication and Lake Restoration
Branch (Malueg et al., 1975).
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13
V. LITERATURE REVIEWED
Hypes, John (Operator), 1973. Treatment plant questionnaire
(Summersville STP). Summersville.
Malueg, Kenneth W., D. Phillips Larsen, Donald W. Schults, and
Howard T. Mercier; 1975. A six-year water, phosphorus, and
nitrogen budget for Shagawa Lake, Minnesota. Jour. Environ.
Qual., vol. 4, no. 2, pp. 236-242.
Marlow, Forest, 1973. Treatment plant questionnaire (Richwood
STP). Richwood.
Robinson, Dave, 1974. Personal communication (lake morphometry).
WV Dept. of Nat. Resources, Charleston.
Vollenweider, R. A., and P. J. Dillon, 1974. The application of
the phosphorus loading concept to eutrophication research.
Natl. Res. Council of Canada Pub!. No. 13690, Canada Centre
for Inland Waters, Burlington, Ontario.
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VI. APPENDICES
APPENDIX A
LAKE RANKINGS
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LAKES RANKED BY INDEX NOS.
RANK LAKE CODE LAKE NAME INDEX NO
1 5404 TYGART RESERVOIR 450
2 5402 LAKE LYNN RESERVOIR 350
3 5403 SUMMERSVILL.E RESERVOIR 299
4 5401 BLUESTONE RESERVOIR 100
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LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE LAKE NAME
5401 9LUESTONE RESERVOIR
5402 LAKE LYNN RESERVOIR
5403 SUMMERSVILLE RESERVOIR--
5404 .TYGART RESERVOIR
MEDIAN
TOTAL P
O.OV4
0.006
0.011
0.006
MEDIAN
INORG N
1.080
0.490
0.660.
0.430
500-
MEAN SEC
473.700
403.222
363.618
376.667
MEAN
CHLORA
14.900
4.733
6.242
1.178
15-
MIN DO
11.800
14.800
14.600
14.700
MEDI.
OISS ORTI
0.018
0.003
0.006
0.005
-------
PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHER VALUES)
LAKE
CODE LAKE NAME
5401 BLUESTONE RESERVOIR
5402 LAKE LYNN RESERVOIR
5^03 SUMHERSVILLE RESERVOIR
5404 TYGART RESERVOIR
MEDIAN
TOTAL P
0 (
83 (
33 (
83 (
0)
2)
1)
2)
MEDIAN
INORG N
0
67
33
100
( 0)
( 2>
( 1)
( 3)
500-
MEAN SEC
0 (
33 (
100 (
67 (
0)
1)
3)
2)
MEAN
CrlLORA
0 (
67 (
33 <
100 (
0)
2)
1)
3)
15-
MIN
100 (
0 (
67 (
33 (
DO
3)
0>
2)
1)
MEDIAN
DISS ORThO P
0 (
100 (
33 (
67 (
0)
3)
1)
2)
INDEX
NO
IOC
3bO
299
450
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APPENDIX B
CONVERSION FACTORS
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CONVERSION FACTORS
Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
Cubic meters x 8.107 x 10 = acre/feet
Square kilometers x 0.3861 = square miles
Cubic meters/sec x 35.315 = cubic feet/sec
Centimeters x 0.3937 = inches
Kilograms x 2.205 = pounds
Kilograms/square kilometer x 5.711 = Ibs/square mile
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APPENDIX C
TRIBUTARY FLOW DATA
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LAKE CODE 5403
TRIBUTARY FLOW INFORMATION FOR WEST VIRGINA
SUMMERSVILLE RESERVOIR
3/35/75
TOTAL DRAINAGE AREA OF LAKE(SO KM) 2082.4
JAN FEB MAR
SUB-DRAINAGE
TRIBUTARY AREA(SO KM)
APR
MAY
NORMALIZED FLOWS(CMS)
JUN JUL AUG
SEP
OCT
NOV
DEC
SUMMARY
TOTAL DRAINAGE AREA OF LAKE
SUM OF SUB-DRAINAGE AREAS
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
2062.4
2083.3
TOTAL FLOW IN
TOTAL FLOW OUT
638.96
642.79
TRIBUTARY
5403A1
MONTH YEAR
MEAN FLOW DAY
FLOW DAY
FLOW DAY
FLOW
5403A2
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
18.07
17.95
28.40
53.49
147.81
106.58
167.24
63.91
110.78
4.11
62.44
112.50
10.68
11.98
7.36
28.63
68.05
88.49
100.30
40.01
77.42
50.57
44.83
74.70
28
27
23
18
16
16
13
3
3
21
13
10
28
27
23
18
16
16
13
3
3
21
13
10
3.48
10.11
49.27
48.70
122.33
97.41
4.93
69.09
93.16
4.33
194.54
28.88
8.89
10.99
5.35
9.37
74.47
43.32
131.11
36.25
69.94
19.11
139.89
20.39
17
17
17
17
79.29
111.00
44.17
74.76
MEAN
540 3A1
540 3A2
540 3B1
540 3C1
540 3D 1
540 3E1
5403F1
5403ZZ
2082.4
1367.5
269.4
43.8
102.6
173.8
7.1
119.1
79.29
50.12
10.48
1.84
4.25
7.08
0.28
4.81
76.46
51.82
11.61
1.84
4.53
7.36
0.28
4.25
93.45
66.83
15.01
2.41
5.66
9.34
0.42
4.81
70.79
50.40
10.76
1.84
4.25
7.08
0.26
3.96
56.63
38.23
7.36
1.27
2.83
4.81
0.20
3.40
31. Ib
27.33
3.68
0.71
1.70
2.69
0.11
1.98
31.15
25.82
3.11
0.71
1.56
2.69
0.11
2.27
28.32
19.77
2.55
0.57
1.42
2.41
0.08
2.27
28.32
9.88
1.42
0.28
0.71
1.13
0.06
2.55
31.15
14.84
2.27
0.57
1.27
2.12
0.08
3.40
48.14
24.58
4.25
0.85
2.12
3.68
0.14
4.25
67.96
33.98
5.10
1.27
3.11
5.10
0.17
4.53
53.48
34.39
6.44
1.18
2.78
4.61
0.19
3.54
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LAKE CODE 5403
TRIBUTARY FLOW INFORMATION FOR WEST VIRGINA
SUMMERSVILLE RESERVOIR
3/35/75
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY
5403B1
5403C1
540301
5403E1
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
3.37
2.35
0.51
1.64
10.51
13.85
17.27
5.80
11.33
7.65
6.37
6.68
0.26
0.31
0.24
0.99
1.98
2.75
. 3.11
1.30
2.38
1.56
1.42
2.61
0.62
0.74
0.57
2.27
4.76
6.40
7.22
3.03
5.55
3.60
3.31
6.09
1.05
1.25
0.96
3.96
7.93
10.76
12.18
5.10
9.40
6.09
5.61
10.31
28
27
23
18
16
16
13
3
3
20
13
10
28
27
23
18
16
16
13
3
3
21
13
10
28
27
23
18
16
16
13
3
3
21
13
10
28
27
23
IB
16
16
13
3
3
21
13
10
FLOW DAY
FLOW DAY
FLOW
2.27
2.29
0.40
0.40
5.27
9.51
33.41
6.37
4.81
2.80
23.22
2.52
0.25
0.27
0.14
0.28
2.78
1.08
4.02
1.08
2.55
0.48
3.96
0.74
0.59
0.62
0.34
0.65
6.46
2.55
9.34
2.55
5.95
1.13
9.26
1.70
0.99
1.08
0.57
1.08
11.04
4.25
15.86
4.25
10.19
1.90
15.69
2.92
17
17
17
17
17
17
17
6.65
1.39
2.21
3.26
5.10
5.52
87.78
-------
LAKE CODE 5403
TRIBUTARY FLOW INFORMATION FOR WEST VIRGINA
SUMMERSVILLE RESERVOIR
3/25/75
MEAN MONTHLY FLOWS AND DAILY FLOWS
-------
APPENDIX D
PHYSICAL and CHEMICAL DATA
-------
STORET RETRIEVAL DATE 75/03/25
540301
3d 13 03.0 060 53 31.0
SUMMERSVILLE RESERVOIR
54067 WEST VIRGINIA
DATE
FROM
TO
73/04/03
73/07/18
73/09/28
TIME
OF
DAY
10
10
10
10
10
10
10
10
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
00
00
00
00
00
00
00
00
25
?5
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
55
55
55
55
55
55
DEPTH
FEET
0000
0006
0015
0050
0075
0100
0135
0175
0000
0005
0020
0025
0030
0035
0040
0060
0080
0100
0120
0140
0150
0160
0170
0180
0190
0200
0210
0215
0220
0225
0000
0005
0025
0050
0075
0100
00010
MATER
TEMP
CENT
10.1
10.1
10.0
9.2
8.5
T.t
6.3
6.0
27.4
27.2
26.2
24.5
23.0
22.2
21.4
18.6
16.9
16.0
15.6
15.4
15.3
15.2
15.1
15.0
14.7
13.6
11.8
10.7
9.8
9.0
25.0
24.0
23.7
23.5
22.7
22.0
00300 00077 00094
DO TRANSP CNOUCTVY
SECCHI FIELD
MG/L INCHES MICROMHO
50K
10.7 50K
10.8 50K
11.1 50K
10.7 50K
11.4 50K
11.5 50K
11.1 50K
8.1 . 204 58
55
8.6 66
60
58
56
6.6 50
40
8.0 35
32
7.8 32
30
27
26
7.5 26
27
27
33
30
28
26
5.5 25
140 72
8.0 70
6.8 69
6.0 69
2.6 65
4.0 59
11EPALES
3
00400
PH
su.
7.20
7.20
7.20
7.20
7.20
7.20
7.20
7.10
7.10
6.90
6.30
6.30
6.30
00410
T ALK
CAC03
MG/L
10K
10K
10K
10K
10K
10K
10K
10K
10K
10K
10
10K
10K
2111202
0180
00610
NH3-N
TOTAL
MG/L
0.050
0.040
0.040
0.040
0.040
0.050
0.060
0.050
0.060
0.050
0.060
0.060
0.070
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.200K
0.200K
0.200K
0.200K
0.200K
0.200K
0.200K
0.200K
0.400
0.300
0.200
0.500
0.300
00630
N02&N03
N-TOTAL
MG/L
0.630
0.610
0.780
0.760
0.750
0.730
0.740
0.710
0.530
0.520
0.590
0.660
0.700
00671
PHOS-OIS
ORTHO
MG/L P
0.003
0.003
0.002
0.002
0.002
0.003
0.002
0.002
0.009
0.007
0.006
0.007
0.006
6.10
6.00
6.70
7.20
6.20
6.20
5.80
5.80
10K
10K
12
12
12
11
11
11
0.080
0.060
0.060
0.050
0.050
0.060
0.040
0.040
0.300
0.400
0.600
0.500
0.400
0.400
0.400
0.400
0.710
0.620
0.390
0.380
0.390
0.400
0.560
0.590
0.007
0.007
0.006
0.012
0.006
0.007
0.007
0.006
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL DATE 75/03/25
540301
38 13 03.0 080 53 31.0
SUMMERSVILLE RESERVOIR
54067 WEST VIRGINIA
DATE
FROM
TO
73/09/28
TIME DEPTH
OF
DAY FEET
14 55 0125
14 55 0150
14 55 0175
14 55 0185
14 55 0200
00010
WATER
TEMP
CENT
21.5
20.9
18.3
12.0
9.8
00300 00077 00094
DO TRAMSP CNDUCTVY
SECCHI FIELD
MG/L INCHES MICROMHO
3.6
4.2
0.4
4.5
3.2
57
57
48
40
36
11EPALES
3
00400
PH
SU
5.90
6.10
6.00
5.80
6.00
00410
T AUK
CAC03
MG/L
11
10
14
10K
10
2111202
0180
00610
NH3-N
TOTAL
MG/L
0.050
0.060
0.190
0.040
0.050
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.300
0.5*0
• .800
• .300
0.200
00630
N02fcN03
N-TOTAL
MG/L
0.600
0.570
0.450
0.760
0.820
00671
P«OS-OIS
ORTHO
MG/L P
0.005
0.005
0.005
0.006
0.006
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL DATE 75/03/2S
DATE
FROM
TO
73/04/03
73/07/18
73/09/28
TIME
OF
DAY
10
10
10
10
10
10
10
10
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
00
00
00
00
00
00
00
oc
25
25
25
25
25
25
25
55
55
55
55
55
55
55
55
55
55
55
DEPTH
FEET
0000
0006
0015
0050
0075
0100
0135
0175
0000
0020
0040
0080
0120
0170
0225
0000
0005
0025
0050
0075
0100
0125
0150
0175
0185
0200
00665 32217
PriOS-TOT CHLRPHYL
A
MG/L P UG/L
0.014 0.7
0.009
0.011
C.013
0.011
0.011
0.010
0.014
0.009 17.3
0.009
0.010
0.011
0.008
0.010
U.012
0.011 5.6
C.015
0.010
0.009
0.009
0.008
0.008
0.009
0.015
0.010
0.010
540301
38 13 03.0 080 53 Jl.O
SUMMERSVILLE RESERVOIR
54067 WEST VIRGINIA
11EPALES
3
2111202
0180 FEET
DEPTH
-------
STORE? RETRIEVAL DATE 75/03/25
540302
38 IS 41.0 080 53 03.0
SUMMERSVILLE RESEHVOI*
54067 WEST VIRGINIA
DATE
FROM
TO
73/OW03
73/07/18
TIME DEPTH
OF
UAV FEET
73/OV/28
10 30
10 30
10 30
15 50
15 50
15 50
15 50
15 50
15 50
15 50
15 50
15 50
15 50
15 50
15 25
15 25
15 25
15 25
0000
0004
0015
0000
0010
0015
0018
0020
0025
0030
0040
0045
0050
0055
0000
0005
0025
0035
00010
MATER
TEMP
CENT
11.8
11.8
10.0
27.4
27.0
26.9
26.7
26.4
25.0
23.2
21.1
20.6
19.9
19.2
24.7
24. 0
23.7
23.6
11EPALES
00300
DO
MG/L
10.4
1C. 8
8.3
\
8.4
8.6
b.9
8.4
7.2
7.6
00077 00094
TKANSP CNDUCTVY
SECCHI FIELO
INCHES MICHOMHO
18 50K
50K
50K
252 55
54
5b
55
55
62
56
45
46
45
44
112 65
67
66
66
3
00400
PH
SU
7.20
7.10
7.10
7.20
7.00
6.40
6.20
7.00
6.60
6.20
6.10
00410
T ALK
CAC03
MG/L
10K
10K
10K
10
11
11
10K
10
10K
10K
10K
2111202
0021
00610
NH3-N
TOTAL
MG/L
0.040
0.050
0.040
0.060
0.060
O.OttO
0.090
0.040
0.040
0.050
0.050
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.200K
0.200
0.200K
0.600
0.500
0.500
0.200K
0.600
0.400
0.400
0.200K
00630
IM02&N03
N-TOTAL
MG/L
0.780
0.790
0.760
0.510
0.500
0.600
0.610
0.350
0.340
0.360
0.330
00671
PHOS-DIS
URTHO
MG/L P
0.002
0.002
0.002
0.009
0.006
0.006
0.006
0.008
0.007
0.006
0.007
K VALUE KNOWN TO BE
THAN INDICATED
-------
STORE! RETRIEVAL DATE 75/03/25
DATE
FROM
TO
OF
DAY FEET
73/04/03 10 30 0000
10 30 0004
10 30 0015
73/07/18 15 50 0000
15 50 0018
15 50 0040
15 50 0055
73/09/28 15 25 0000
15 25 0005
15 25 0025
15 25 0035
)0665
DS-TOT
i/L H
0.027
0.015
0.015
0.010
0.007
0.007
0.008
0.012
0.012
0.010
0.010
32217
CHLRPHrL
A
UG/L
0.3
12.1
7.2
540302
33 15 41.0 080 53 03.0
SUMMERSVILLE RESERVOIR
54067 WEST VIRGINIA
HEPALES
3
2111202
0021 FEET
DEPTH
-------
STORET RETRIEVAL DATE 75/03/35
540303
38 14 24.0 080 50 57.0
SUMMERSVILLE RESERVOIR
54067 WEST VIRGINIA
DATE
FROM
TO
73/04/03
73/07/18
73/09/28
TIME
OF
DAY
11
11
11
11
11
11
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
16
00
00
00
00
00
00
30
30
30
30
30
30
30
30
30
30
30
30
30
30
05
05
05
05
05
05
DEPTH
FEET
0000
0004
0015
0035
0055
0080
0000
0010
0015
0020
0025
0030
0040
0050
0060
0070
0080
0090
0100
0120
0000
0005
0030
0055
0075
0100
00010
WATER
TEMP
CENT
12.0
12.0
11.3
10.4
8.4
7.5
27.8
27.1
27.0
26.1
24.7
23.7
21.7
19.8
16.7
17.6
16.9
16.3
15.7
15.5
24.3
23.9
23.6
23.4
22.6
22.0
11EPALES
00300
00
MG/L
10.2
10.3
11.1
11.0
10.6
7.2
6.9
7.4
8.0
6.3
7.0
6.8
5.0
6.0
5.8
00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES M1CROMHO
18 50K
50K
50K
50K
50K
50K
228 67
63
65
90
84
89
63
45
48
46
39
37
36
38
192 73
75
74
87
82
75
3
00400
PH
SU
7.10
7.10
7.10
7.10
7.10
7.10
7.20
6.90
6.60
6.40
6.30
6.20
6.50
6.80
6.50
6.40
6.40
6.40
00410
T ALK
CAC03
MG/L
10K
10K
10K
10K
10K
10K
10K
14
11
10K
10K
10K
12
12
12
12
12
11
2111202
0084
00610
NH3-N
TOTAL
MG/L
0.050
0.040
O.ObO
0.040
0.040
0.090
0.100
0.080
0.070
0.080
0.050
0.080
0.050
0.040
0.050
0.060
0.090
0.100
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.200K
0.300
0.200
0.200K
0.200K
0.300
0.200K
0.200K
0.200K
0.200
0.200K
0.200K
0.200K
0.200K
0.200K
0.200K
0.200K
0.200K
00630
N026.N03
N-TOTAL
MG/L
0.800
0.800
0.810
0.800
0.780
0.760
0.530
0.450
0.590
0.680
0.690
0.690
0.380
0.380
0.380
0.400
0.340
0.330
00671
PHOS-DIS
ORTHO
MG/L P
0.003
0.006
0.004
0.003
0.002
0.002
0.005
0.008
0.008
0.007
0.007
0.006
0.006
0.007
0.010
0.007
0.006
0.007
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 75/03/25
DATE
FROM
TO
73/04/03
73/07/18
73/09/28
TIME
OF
DAY
11
11
11
11
11
11
16
16
16
16
16
16
16
16
16
16
16
16
00
00
00
00
00
00
30
30
30
30
30
30
05
05
05
05
05
05
DEPTH
FEET
0000
0004
0015
0035
0055
0080
0000
0020
0040
0070
0100
0120
0000
0005
0030
U055
0075
0100
00665
'HOS-TOT
MG/L P
0.018
0.016
0.017
0.014
0.014
0.013
0.008
0.009
0.021
0.009
0.008
0.009
0.009
U.011
0.011
0.010
0.012
0.014
32217
CHLRPHYL
A
UG/L
0.5
19.4
2.5
540303
3d 14 24.0 080 50 57.0
SJMMERSVILLE RESERVOIR
54067 WEST VIRGINIA
11EPALES
3
2111202
0084 FEET
DEPTH
-------
STORET RETRIEVAL DATE 75/03/25
540304
38 16 00.0 080 49 00.0
SUMMERSVILUE RESERVOIR
54067 WEST VIRGINIA
DATE
FROM
TO
73/04/03
73/07/18
73/09/28
TIME
OF
DAY
11 45
11 45
11 45
11 45
18 40
18 40
IB 40
18 40
18 40
18 40
18 40
18 40
18 40
18 40
18 40
18 40
15 45
15 45
15 45
15 45
DEPTH
FEET
0000
0006
0015
0026
0000
0005
0010
0015
0020
0025
0030
0040
0045
0050
0055
0060
0000
0005
0025
0045
00010
WATER
TEMP
CENT
9.2
9.3
9.1
9.1
27. d
27.2
27.0
26.7
25.6
24.5
23.3
21.5
20.8
19.9
19.3
18.5
24.4
23.7
23.6
22.7
00300 00077 00094
DO TRANSP CNDUCTVY
SECCHI FIELD
MG/L INCHES MICWOMHO
11.1
11.0
11.0
8.5
7.5
6.0
4.1
7.6
7.8
6.8
38
180
116
50K
50K
50K
50K
72
72
72
88
7S
63
59
58
51
47
46
45
79
79
79
88
11EPALES
3
00400
PH
SU
7.20
7.20
7.20
7.20
7.70
00410
T ALK
CAC03
MG/L
10K
10K
10K
10K
11
2111202
0031
00610
NH3-N
TOTAL
MG/L
0.040
0.040
0.030
0.040
0.040
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.200K
0.200K
0.200K
0.200K
0.200
00630
N02S.N03
N-TOTAL
MG/L
0.820
0.790
0.810
0.810
0.410
00671
PHOS-DIS
ORTHO
MG/L P
0.003
0.002
0.003
0.002
0.005
6.90
6.40
6.10
6.80
7.10
6.60
6.30
12
10K
10K
10
12
12
15
0.060
0.080
0.050
0.040
0.050
0.040
0.090
0.200K
0.200K
0.200K
0.200
0.200K
0.200K
0.200
0.430
0.550
0.670
0.330
0.330
0.330
0.280
0.005
0.005
0.004
0.006
0.007
0.006
0.016
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 75/03/25
00665 32217
DATE TIME DEPTH PHOS-TOT CHLRPMYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/04/03 11 45 0000 O.Olb 0.4
11 45 0006 0.016
11 45 0015 0.015
11 45 0026 0.014
73/07/18 18 40 0000 0.011 4.9
18 40 0020 0.012
18 40 0040 0.012
18 40 0060 0.011
73/09/28 15 45 0000 0.018 4.0
15 45 0005 0.018
15 45 0025 0.016
15 45 0045 0.025
540304
38 16 00.0 080 49 00.0
SUMMERSVILLE RESERVOIR
54067 *EST VIRGINIA
11EPALES
2111202
0031 FEET
DEPTH
-------
APPENDIX E
TRIBUTARY and WASTEWATER
TREATMENT PLANT DATA
-------
STORET RETRIEVAL DATE 75/03/25
DATE
FROM
TO
73/07/28
73/08/27
73/09/23
73/10/18
73/11/16
73/12/16
74/01/13
74/02/03
74/02/17
74/03/03
74/03/17
74/04/21
74/05/13
74/06/10
TIME DEPTH
OF
DAY FEET
13 10
14 35
16 50
10 45
12 15
09 45
13 25
15 40
10 05
13 50
10 00
14 20
19 00
10 00
00630
N02kN03
N-TOTAL
MG/L
0.680
0.605
0.510
0.390
0.530
0.650
0.740
0.720
0.672
0.780
0.770
0.600
0.720
0.570
00625
TOT KJEL
N
MG/L
0.100K
0.100K
0.180
0.200
0.150
0.200
0.100
0.100K
0.200
0.300
0.200
0.400
0.200
0.300
00610
NH3-N
TOTAL
MG/L
0.018
0.043
0.046
0.031
0.040
0.048
0.040
0.030
0.040
0.055
0.030
0.060
0.050
0.060
00671
PHOS-DIS
URTHO
MG/L P
0.007
0.005K
0.005K
0.021
0.005K
0.008
0.008
0.005K
0.010
0.005
0.005K
0.005K
0.005K
0.010
11EPALES
4
00665
PHOS-TOT
MG/L P
0.010
0.010
0.005K
0.005K
0.020
0.040
0.010
0.010
0.035
0.015
U.015
0.015
0.025
5403A1
38 13 20.0 080 53 30.0
GAULEY RIVER
54061 15 WINONA
0/SUMMERSVILLE RES
8ELO DAM 3 MI ESE OF KESSLERS CROSS LANE
2111204
0000 FEET DEPTH
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 75/03/25
5403A2
38 15 05.0 080 39 00.0
GAULEY RIVER
54 NICHOLAS CO HnKY
I/SUMMERSV1LLE RES
BANK 25 MI oELO RT 20 dROG
11EPALES 2111204
4 0000 FtET
DEPTH
DATt
FROM
TO
73/07/28
73/08/27
73/09/23
73/10/18
73/11/16
7J/12/16
7^/01/13
74/02/03
74/02/17
74/03/03
74/03/17
74/04/21
74/05/13
74/ot>/lU
00630 00625
TIME DEPTH N026.M03 TOT KJEL
OF N-TOTAL N
DAY FEET
10
19
15
11
10
10
11
17
09
12
10
11
17
14
20
15
20
20
30
00
20
00
00
25
00
10
55
30
MG/L
0
0
0
0
0
0
0
0
u
0
0
0
u
0
.450
.340
.270
.450
.600
.650
.870
.750
.730
.790
.Bid
. 60(J
.680
.570
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
100K
100K
100K
525
150
100K
POO
100K
100K
200
200
200
400
200
00610 00671 00665
NH3-N PHOS-DIS PHOb-TOT
TOTAL ORTMO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
3.
0.
0.
010
021
025
280
021
020
024
015
010
005
025
040
025
035
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
u.
0.
0.
0.
p
005K
010
006
Oil
005K
005K
005K
005
005K
005K
005K
005K
005K
MG/L P
0.010
0.015
0.015
0.022
0.025
0.005
0.010
0.005
0.005K
0.030
0.020
0.020
0.030
0.010
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 75/03/25
5403d!
J8 13 05.0 080 50 00.0
HOMINY CREEK
54 15 WINONA
T/SUMMERSVILLE RES
bANK AT END OF RO 2 MI NNE OF MT NE80
11EPALES 2111204
4 0000 FEET DEPTH
DATE
FROM
TO
73/07/26
73/08/27
73/09/23
73/10/18
73/11/16
73/12/16
74/01/13
74/02/03
74/02/1?
74/03/03
7^/0^/20
74/05/13
7W06/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
15
14
16
11
11
10
14
15
10
13
12
18
12
00
30
25
03
45
00
10
05
25
25
10
30
30
MG/L
C
0
0
0
0
0
0
0
0
0
0
0
0
.750
.720
.570
.430
.630
.336
.960
.730
.720
.570
.540
.480
.570
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
140
100K
100K
250
250
100
100
100K
100K
700
700
600
100
00610 00671 00665
NH3-N PrtOS-DIS PHOb-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
006
008
020
050
012
020
016
005K
010
010
210
020
035
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
005K
005K
005K
007
005K
005K
005K
015
005K
015
005K
005K
005K
MG/L P
0.010
0.015
0.010
0.040
0.010
0.005
0.020
0.015
0.005K
0.030
0.005K
0.035
0.020
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORE! HETRIEVAL DATE 75/03/25
5403C1
38 16 15.0 080 40 14.0
PANTHER CREEK
54 NICHOLAS CO HWY
T/SUMMERSVILLE RES
tJANK ALONG WT 39/15 TO SttfELL COAL MINES
11EPALES 2111204
4 0000 FEET DEPTH
DATE
FHOM
TO
73/07/28
73/08/27
73/09/23
73/10/lH
73/11/16
73/12/16
74/01/13
74/62/03
74/02/17
74/03/03
74/03/17
74/0<»/21
7<»/OS/13
7H/06/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
16
19
18
17
12
11
15
10
11
14
10
11
17
18
20
00
19
45
05
35
17
10
10
30
30
40
40
15
MG/L
1
1
1
1
0
1
1
1
1
0
0
1
0
1
.920
.640
.960
.800
.840
.000
.OtO
.090
.090
.970
.880
.200
.730
.600
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
580
390
500
500
250
200
200
200
300
700
100
700
400
500
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
C.
400
310
378
236
080
068
192
150
145
095
030
295
080
430
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
005K
005K
005K
005K
016
005K
005K
010
005
005K
005K
005K
005K
005K
MG/L P
0.005K
0.015
0.010
0.010
0.005
0.010
0.010
0.005K
0.025
0.005K
0.010
0.015
O.OObK
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL DATE 75/03/25
54U3U1
38 19 40.0 080 40 00.0
BIG BEAVER CRtEK
54 NICHOLAS CO HWY
T/SUMMERSVILLE RES
RT 5 BRDG JUST W OF CRAIGSVlLLE
11EPALES 2111204
4 0000 FEET DEPTH
DATE
FROM
TO
73/07/28
73/06/27
73/09/23
73/10/18
73/11/16
73/12/16
7W01/13
7W02/03
74/02/17
74/03/03
74/03/17
74/04/21
74/05/13
74/06/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10
19
16
10
10
10
11
16
09
12
09
11
18
09
55
40
20
07
55
25
45
35
10
35
00
20
15
40
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
570
370
650
357
380
320
340
312
330
312
340
270
232
352
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
480
270
570
150
600
100
100K
240
300
500
500
700
400
400
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0".
0.
0.
0.
0.
340
270
450
037
082
068
052
240
105
115
140
345
090
350
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
P
005K
005K
005K
005K
005K
005K
005K
010
005K
005K
005K
005K
005K
005K
MG/L P
0.010
0.015
0.025
0.010
0.105
0.010
0.020
0.010
0.005K
0.040
0.015
0.010
0.050
0.005K
K VALUE KNOlrfN TO BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL DATE 75/03/25
5403E1
38 17 50.0 080 49 30.0
MUODLETY CREEK
54 7.5 SJMMERSVILLE
T/SUMMERSVlLLt: RES
BANK AT EMU OF RD 19/11 1.5 NE SUMMERSVl
11EPALES 2111204
4 UOOO FEET DEPTH
DATE
FROM
TO
73/07/28
73/08/27
73/09/23
73/10/18
73/11/16
73/12/16
74/01/13
74/02/03
74/02/17
74/03/03
74/03/17
74/0^/21
7^/05/13
74/06/10
00630 00625
TIMF DEPTH N02J.N03 TOT KJEL
OF N-TOTAL N
DAY FEET
11
20
15
16
16
09
12
09
09
US
09
13
17
09
50
05
30
05
05
45
40
30
25
43
30
35
*5
54
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
0
u
.490
.357
.320
.176
.430
.390
.450
.450
.400
.336
.384
.4*0
.264
.510
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
180
100K
100K
200
700
100K
100
100K
100
300
300
400
400
300
00610 00671 00665
NH3-N PHOS-DIS PhOb-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
J.
0.
U.
0.
0.
0.
0.
0.
0.
029
019
024
019
132
040
028
050
035
020
040
050
030
080
MG/L
0.
0.
0.
G.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
006
005K
005K
005K
005K
005K
005K
010
005K
005K
005K
005K
005K
005K
MG/L P
0.015
0.020
0.015
0.005K
0.005
0.020
0.010
0.005K
0.045
0.035
0.010
0.05b
0.015
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORE! RETRIEVAL DATE 75/04/1^
1
3d 16 38.0 080 49 55.0
AKtfUCKLE bKANCH
54 7.5 SUMMERSVILLE
T/SUMMERS\/ILL£ KES.
BANK bELO ^FILTRATION PLANT"
11EPALES 2111204
t 0000 FEET
DATt
FROM
TO
73/07/2H
73/08/27
73/09/23
73/10/18
7J/11/16
73/12/16
74/01/13
7W02/03
7<*/02/17
7t/03/03
7<+/u3/17
7^/04/21
74/05/13
74/06/10
00630
TIME DtPTh N02&iN03
OF N- TOTAL
UAY FEET
15
19
17
16
16
11
14
U9
10
09
09
13
17
17
30
45
15
?5
20
00
40
45
45
05
45
15
55
30
MG/L
0
0
0
0
1
0
u
0
0
0
0
U
0
0
.084
.280
.140
.105 .
.000
.750
.770
.610
.620
.540
.672
.260
.330
.504
00625
TOT KJEL
N
MG/L
13.
8.
13.
18.
1.
3.
1.
2.
2.
1.
2.
8.
2.
4.
000
600
000
000
200
100
000
300
9uO
900
300
550
600
000
00610 00671
NH3-N PHOS-DIS
TOTAL ORTHO
MG/L
7.
4.
9.
11.
u.
'J.
u.
0.
0.
u.
0.
2.
0 .
u .
000
600
050
800
180
546
188
510
525
290
240
880
55u
155
MG/L
t>.
4.
4.
7.
U.
u.
u.
0.
0.
0.
0.
0.
0.
0.
p
000
000
300
700
128
267
106
115
175
080
100
925
350
052
00665
PHOS-TOT
MG/L P
13.000
7.100
8.700
0.765
U.830
0.590
0.430
0.630
0.370
0.270
3.000
1.100
l.fc>5(;
DEPTH
-------
STOKET RETRIEVAL DATE 75/03/25
5403XA AS5403XA P004000
38 13 30.0 080 32 00.0
TOWN OF RICHWOOO
54061 15 KICHWOOD
T/SUMMERSVILLE RESERVOIR
CHERRY RIVErt TO SUMMERVILLt LAKE
11EPALES 2141204
4 0000 FEET DEPTH
DATE
FROM
TO
74/01/23
74/02/19
74/03/18
74/04/23
74/05/20
74/06/20
74/07/19
74/08/19
74/09/20
74/10/21
74/11/20
74/12/19
TIME DEPTH
OF
DAY FEET
10
09
09
09
09
09
10
09
10
09
09
00
00
00
30
30
15
00
30
30
00
00
00630
N02KN03
N-TOTAL
MG/L
0
0
1
0
0
2
0
0
0
0
0
1
.800
.960
.080
.640
.320
.700
.040
.040
.570
.560
.480
.200
00625
TOT KJEL
N
MG/L
10.500
4.500
2.300
5.000
6.400
5.300
9.500
17.000
12.000
14.009
5.000
4.700
00610 00671 00665
NH3-N PriOS-DIS PhOS-TOT
TOTAL ORTHO
MG/L
1.280
1.760
1.400
2.400
3.050
1.700
0.120
0.100
6.250
2.800
2.300
1.500
MG/L P
0.750
1.040
0.560
1.100
1.250
0.660
1.750
1.650
1.300
0.420
0.560
50051 50053
FLOW CONDUIT
RATE FLOW-MGO
MG/L P 1NST
£.200
2.000
1.150
1.950
2.500
1.850
3.400
4.300
3.500
1.200
0.770
0
0
0
0
0
0
0
0
0
0
0
0
M60 MONTHLY
.396
.392
.400
.401
.399
.391
.410
.399
.400
.400
.410
.385
0.420
0.400
0.420
0.405
0.400
0.400
U.400
0.400
0.400
0.372
0.400
0.400
-------
STORE! RETRIEVAL DATE 75/03/25
5403XB PR5403X8 P002800
38 16 40.0 080 49 45.0
TOWN OF SUMMERSVILLE
54 7.5 SUMMERSVILLE
D/SUMMERSVILLE RESERVOIR
ARBUCKLti CREEK
11EPALES 2141204
4 0000 FEET DEPTH
DATE
FROM
TO
74/01/03
74/02/07
74/03/04
74/05/08
74/06/06
74/07/16
74/08/09
74/09/09
74/10/16
74/11/06
75/01/03
00630
TIME DEPTH N02&N03
OF N-TOTAL
DAY FEET
14
13
15
09
09
13
14
11
10
12
14
00
00
00
30
00
30
30
00
00
30
00
MG/L
1
0
0
0
0
0
0
0
1
0
1
.080
.720
.720
.240
.470
.040
.120
.400
.600
.480
.040
00625
TOT KJEL
N
MG/L
3.600
10.000
8.450
32.000
15.000
31.000
20.000
15.800
7.700
14.000
13.000
00610 00671 00665 50051 50053
NH3-N PHOS-DIS PrtOS-TOT FLOW CONDUIT
TOTAL ORTHO RATE FLOW-MGD
MG/L
0.
1.
1.
7.
2.
0.
4.
2.
1.
3.
3.
220
320
700
200
700
160
900
750
100
430
100
MG/L
0.
1.
2.
3.
1.
3.
5.
2.
0.
2.
1.
P
690
160
900
200
330
150
300
800
700
750
400
MG/L P INST MGD MONTHLY
2
4
9
7
3
13
16
9
9
3
.500
.700
.700
.100
.200
.500
.500
.350
.800
.300
------- |