U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
          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

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                                        REPORT
                                          ON..
                                    STILLMER LAIC
                                     WTO COUNTY
                                     PENNSYLVANIA
                                    EPA REGION III
                                 WORKING PAPER No, 427
           WITH THE COOPERATION OF THE
PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL RESOURCES
                     AND THE
           PENNSYLVANIA NATIONAL GUARD
                   JUNE, J975
                                                            6S3

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                               CONTENTS
                                                          Page
  Foreword                                                 i i
  List of Pennsylvania 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                                  12
 VI.   Appendices                                           13

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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 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 [§3H(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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                                111
    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 Pennsylvania  Department
of Environmental  Resources for professional  involvement and to
the Pennsylvania  National  Guard for conducting the  tributary
sampling phase of the Survey.

    Walter A.  Lyon, Director of the Bureau  of Water Quality
Management, Richard M.  Boardman, Chief of the Division of Water
Quality, and James T. Ulanoski, Aquatic Biologist of the Division
of Water Quality, 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 Harry J. Mier, Jr., the Adjutant  General of
Pennsylvania,  and Project  Officer Major Ronald E. Wickard, who
directed the volunteer efforts of the Pennsylvania  National
Guardsmen, are also gratefully acknowledged for their assistance
to the Survey.

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                                1v
                  NATIONAL EUTROPHICATION SURVEY
                            STUDY LAKES
                       STATE OF PENNSYLVANIA
LAKE NAME
Allegheny Reservoir

Beaver Run Reservoir
Beltzville
Blanchard Reservoir
Canadohta
Conneaut
Conewago (Pinchot)
Green!ane
Harveys
Indian
Naomi
Ontelaunee
Pocono
Pymatuning Reservoir

Shenango River Reservoir
Stillwater
Wallenpaupack
COUNTY
McKean, Warren, PA;
 Cattarugus, NY
Westmoreland
Carbon
Centre
Crawford
Crawford
York
Montgomery
Luzerne
Somerset
Monroe
Berks
Monroe
Crawford, PA;
 Ashtabula, OH
Mercer
Monroe
Pike, Wayne

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                                                           41*10 •
  STILLWATER   LAKE
     <8> Tributary Sampling Site
     X  Lake Sampling Site
o        '     i              2Km.
                                                           41*08'-
                                               POCONO
                                            SUMMIT
   75°26'
                                               Penn.
     Map Location
75'24'               41°06'-

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                          STILLWATER LAKE*
                          STORE! NO. 4228
     I.  CONCLUSIONS
        A.  Trophic Condition:
            Survey data indicate that Stillwater Lake  is  mesotrophic.
        It ranked fourth in overall trophic quality when  the  17  Penn-
        sylvania lakes sampled in 1973 were compared using  a  combination
        of six lake parameters**.  Four of the lakes had  less and  two
        had the same median total phosphorus,  none had less median
        dissolved phosphorus, four had less and one had the same median
        inorganic nitrogen, 12 had less mean chlorophyll  a_, and  ten  had
        greater mean Secchi disc transparency.
            Survey limnologists did not observe surface algae but  did
        note rooted aquatic plants near the middle of  the lake.
    B.  Rate-Limiting Nutrient:
            The algal assay results indicate that Stillwater  Lake  was
        phosphorus limited when the sample was collected  (04/17/73).
        The lake data indicate phosphorus limitation at all sampling
        times.
    C.  Nutrient Controllability:
            1.  Point sources—The estimated phosphorus contribution
        from septic tanks serving shoreline dwellings  was less than 2%

* Table of metric conversions—Appendix A.
** See Appendix B.

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        of the total load reaching Stillwater Lake during the  sampling
        year.  The present phosphorus loading rate of 0.25 g/m2/yr  is
        less than that proposed by Vollenweider (Vollenweider  and Dillon,
        1974} as an oligotrophic rate (see page 11).   However,  any  phos-
        phorus inputs should be minimized to the greatest practicable
        extent to maintain the existing trophic condition of Stillwater
        Lake.
            2.  Non-point sources—Over 98$ of the total  phosphorus
        input to Stillwater Lake was contributed by non-point  sources
        during the sampling year.  Hawkeye Run contributed 32.4%, and
        the unnamed stream (B-1) contributed 31%.   Ungaged tributaries
        were estimated to have contributed 28.2% of the total  phos-
        phorus load.
            The phosphorus exports of both tributaries were quite low
        during the sampling year (see page 11) and compare well with
        the exports of the three tributaries of nearby Pocono  Lake*
        (mean of 10 kg/km2/yr; range of 5 to 14 kg/km2/yr).
* Working Paper No. 424.

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II.   LAKE AND DRAINAGE  BASIN  CHARACTERISTICS
     A.   Lake Morphometry :
         1.   Surface area:  1.41  kilometers2.
         2.   Mean  depth:   1.0 meters.
         3.   Maximum depth:   2.4  meters.
         4.   Volume:  1.410 x 106 m3.
         5.   Mean  hydraulic retention  time:  23  days.
     B.   Tributary and  Outlet:
         (See Appendix  C  for  flow data)
         1.   Tributaries  -
                                              Drainage       Mean flow
             Name                              area  (km2)*    (m3/sec)*
             Unnamed Stream (B-l)                  8.9           0.2
             Hawkey Run                           14.9           0.3
             Minor tributaries &
              immediate drainage  -                 9.8           0.2
                         Totals                   33.6           0.7
         2.   Outlet -
             Upper Tunkhannock Creek               35.0**         0.7
     C.   Precipitation***:
         1.   Year  of sampling:  149.0  centimeters.
         2.   Mean  annual:  120.3  centimeters.
 t Ulanoski,  1975.
 * 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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III.  LAKE WATER QUALITY SUMMARY
      Stillwater Lake was sampled three times  during the open-water season
  of 1973 by means of a pontoon-equipped Huey  helicopter.  Each time,
  surface samples for physical  and chemical  parameters were collected from
  one station on the lake (see  map, page v).   During each visit, a depth-
  integrated sample (near bottom to surface) was collected for phyto-
  plankton identification and enumeration; and a similar sample was col-
  lected for chlorophyll  a. analysis.   During the first visit, a single
  18.9-liter depth-integrated sample  was taken for algal assays.  Only
  surface samples were collected for  chemical  analyses.
      The lake sampling results are presented  in full in Appendix D and
  are summarized in the following table.

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PAKAMETErt
TEMfJ .I
5H.
7.B
10.
O.Olb
0.007
U. I4U
U.040
o.soo
o. lao
0.641)
42.2
1.5
A. SUMMAKf OF PHYSICAL AND



1ST SAMPLING ( H/17/73»


      1 SITES


           MEAN   MEDIAN


   10.0    10.0    10.0


-  10.7    10.7    10.7


    56.     56.     5«.

    7.8     7.8     7.8


    10.     10.     10.


- 0.01S   0.015   O.Olb

- 0.007   0.007   0.007

•"" 0*140   0 * 1 ^ti   0 • 1 ^(j


- U.040   0.040   0.040


- 0.500   O.bCC   (J.SOO

- ii.iao   o.iaj   o.iHO


•~ 0.64U   O.b4lr   0»to4U


   42.2    42.
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    B.  Biological characteristics:
        1.  Phytoplankton* -
Sampling Dominant
Date Genera
07/23/75 1 .
2.

3.
4.
5.


10/03/73 1.
2.
3.
4.
5.

Peridinium
Coccoid Chlorophyta
cells
Cryptomonas
Synedra
Flagellates
Other genera
Total
Chlorella
Flagellates
Melosira
Eunotia
Glenodinium
Other genera
Algal units
per ml
391

112
74
56
37
76
746
5,236
237
79
68
45
112
        2.  Chlorophyll a^ -
                                              Total
5,777
Sampling
Date
04/17/73
07/23/73
10/03/73
Station
Number
01
01
01
Chlorophyll a
(yg/1 )
42.2
5.8
6.7
* The April sample was lost in shipment.

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0.008
0.058
0.058
0.008
0.140
0.140
1.140
1.140
0.1
2.0
14.2
0.1
18/1
2/1
20/1
142/1
C.  Limiting Nutrient Study:
    1.  Autoclaved, filtered,  and nutrient spiked  -
                     Ortho P          Inorganic  N   Maximum yield   N/P
    Spike (mg/1)     Cone, (mg/1)    Cone, (mg/1)  (mg/1-dry wt.)  Ratio
    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 Stillwater Lake was low at the  time  the sample was col-
        lected. An increase in yield occurred  when  only phosphorus
        was  added,  but no  increase  occurred with the addition of only
        nitrogen.   Therefore,  phosphorus limitation  is indicated.
            The relatively small  increase  in yield resulting from
        the  orthophosphorus spike was due  to the shift to nitrogen
        limitation when  the excess  phosphorus was  added (note the
        change in  the N/P  ratios).  The control sample would have
        become nitrogen  limited with  the addition  of only about
                                                             x
        0.002 mg/1  of  orthophosphorus so about  96% of the 0.050 mg/1
        spike could not  be utilized by the assay algae.  Hence the
        small  growth response  to  the  phosphorus addition.
            The lake data  substantiate phosphorus  limitation.  At all
        sampling times,  the mean  N/P  ratios were 22/1 or greater 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 Pennsylvania
 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 May, 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 Pennsylvania District Office  of  the U.S. Geological Survey for the
 tributary sites nearest the lake.
     In this report,  nutrient loads for sampled tributaries were deter-
 mined by using a modification  of  a U.S. Geological Survey computer
 program for calculating stream loadings*.  Nutrient loadings for unsam-
 pled "minor tributaries and immediate  drainage" ("II" of U.S.G.S.) were
 estimated using the  means of the  nutrient loads, in kg/km2/year, at sta-
 tions B-l  and C-l  and multiplying the means by the II area in km2.
     Other than septic tanks, there were no known point sources impact-
 ing Still water Lake  during the Survey  sampling year.
* See Working  Paper  No.  175.

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    A.  Waste Sources:
        1.  Known municipal - None
        2.  Known industrial - None
    B.  Annual Total Phosphorus Loading - Average Year:
        1.  Inputs -
                                              kg P/          % of
            Source                            yr             total^
            a.  Tributaries (non-point load) -
                Unnamed Stream (B-1)           110            31.0
                Hawkey Run                     115            32.4
            b.  Minor tributaries & immediate
                 drainage (non-point load) -   100            28.2
            c.  Known municipal STP's - None
            d.  Septic tanks* -                  5             1.4
            e.  Known industrial - None
            f.  Direct precipitation** -        25             7.0
                         Total                 355           100.0
        2.  Outputs -
            Lake outlet - Upper Tunkhannock
             Creek                             355
        3.  Net annual P accumulation - none
* Estimate based on 10 lakeshore dwellings; see Working Paper No.  175,
** See Working Paper No. 175.

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                                  10
    C.  Annual Total  Nitrogen Loading  - Average Year:
        1.   Inputs  -
                                              kg N/          % of
             Source                            yr             total
            a.  Tributaries  (non-point load) -
                Unnamed Stream  (B-l)           5,190          27.1
                Hawkey Run                     7,140          37.3
            b.  Minor tributaries & immediate
                 drainage  (non-point load) -   5,205          27.2
            c.  Known municipal STP's - None
            d.  Septic tanks* -                  105           0.5
            e.  Known industrial - None
            f.  Direct precipitation** -       1.520           7.9
                         Total                19,160         100.0
        2.  Outputs -
            Lake outlet - Upper Tunkhannock
             Creek                            13,820
        3.  Net annual N accumulation - 5,340 kg.
* Estimate based on 10 lakeshore dwellings; see Working Paper No. 175.
** See Working Paper No. 175.

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                             11
D.  Mean Annual Non-point Nutrient Export by Subdrainage Area:
    Tributary                             kg P/km2/yr    kg N/km2/yr
    Unnamed Stream (B-l)                       12            583
    Hawkey Run                                  8            479
E.  Yearly Loading Rates:
        In the following table,  the existing phosphorus loading
    rates are compared to those  proposed by Vollenweider (Vollen-
    weider and Dillon, 1974).  Essentially, his "dangerous" rate
    is the rate at which the receiving water would become eutrophic
    or remain eutrophic; his "permissible"  rate is that which would
    result in the receiving water remaining oligotrophic or becoming
    oligotrophic if morphometry  permitted.   A mesotrophic rate 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
    	Total   Accumulated   Total   Accumulated
    grams/m2/yr              0.25       none        13.6      3.8

    Vollenweider loading rates for phosphorus
     (g/m2/yr) based on mean depth  and mean
     hydraulic retention time  of Stillwater Lake:
        "Dangerous"  (eutrophic  rate)        0.76
        "Permissible"  (oligotrophic rate)   0.38

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                                 12
V.  LITERATURE REVIEWED

    Ulanoski, James, 1975.  Personal  communication  (lake morphemetry).
        PA Dept. of Env. Resources, Harrisburg.

    Vollenweider, R. A., and P. J. Dillon, 1974.  The  application of
        the phosphorus loading concept to eutrophlcation research.
        Natl. Res.,Council of Canada Publ. No.  13690,  Canada  Centre
        for Inland Waters, Burlington, Ontario.

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                                   13
VII.  APPENDICES
                                APPENDIX A
                            CONVERSION FACTORS

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                CONVERSION FACTORS

Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
Cubic meters x 8.107 x 10"4 = acre/feet
Square kilometers x 0.3861 = square miles
Cubic meters/sec x 35.315 = cubic feet/sec
Centimeters x 0.3937 = inches
Kilograms x 2.205 = pounds
Kilograms/square kilometer x 5.711 = Ibs/square mile

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 APPENDIX B
LAKE RANKINGS

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LAKES RANKED BY INDEX IMOS.




RANK  LAKE CODE  LAKE NAME
   1   4224




   2  4220




   3  4222




   4  4228




   5  4227




   6  4223



   7  3641




   8  4229




   9  4221




  10  4219




  11  4204




  12  4226




  13  4213




  14  4216




  15  4225




  16  4201




  17  4207
LAKE NAOMI




BELTZVILLE 0AM




HARVEY'S LAKE




STILLWATER LAKE




POCONO LAKE




INDIAN LAKE




ALLEGHENY RESERVOIR




LAKE WALLENPAUPACK




CANADOHTA LAKE




BEAVER RUN RESERVOIR




CONNEAUT LAKE




PINCHOT LAKE




PYMATUNING RESERVOIR




SHENANGO RIVER RESERVOIR




ONTELAUNEE DAM




BLANCHARD RESERVOIR




GREENLANE 0AM
INDEX NO






   445




   423




   413




   401




   389




   383




   385




   371




   369



   360




   307




   256




   206




   157




   101




    85




    53

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PERCENT OF LAKES WITrl rilGHEH VALUES (NUMBER OF LAKES wITH HICiHEK VALUES)

LAKE
CODE  LAKE NAME

3t>4l  ALLEGHENY RESERVOIR

4201  6LANCHARO RESERVOIR

4204  CONNEAUT LAKE

4207  GREENLANE DAM

4213  PYMATUNING RESEHV01K

4216  SHENANGO RIVErt RESERVOIR

4219  BEAVER RUN RESERVOIR

4220  BELTZVILLE 0AM

4221  CANADOHTA LAKE

4222  HARVEY'S LAKE

4223  INDIAN LAKE

4224  LAKE NAOMI

4225  ONTELAUNEE DAM

4226  PINCHOT LAKE

4227  POCO'NO LAKE

4228  STILLWATE* LAKE

4229  LAKE WALLENPAUPACK
MEDIAN
TOTAL P
56 (
13 <
44 <
6 <
0 (
19 (
94 (
88 (
50 <
63 (
100 (
81 <
25 <
31 (
38 (
72 (
72 (
9)
2)
7)
1)
0)
3)
15)
14)
8)
10)
16)
13)
4)
5)
6)
11)
11)
MEDIAN
1NOHG N ,
38
13
63
6
72
44
19
25
97
81
31
88
0
56
97
72
50
< 6)
< 2)
( 10)
( 1)
( 11)
< 7)
( 3)
( 4)
( 15)
( 13)
( 5)
( 14)
( 0)
( 9)
< 15)
< 11)
( 8)
500-
MEAN SEC
63 (
25 (
69 <
19 <
6 (
13 (
88 (
94 I
56 (
100 (
75 £
44 (
0 (
31 <
SO (
38 (
81 (
10)
4)
11)
3)
1)
2)
14)
15)
9)
16)
12)
7)
0)
5)
8)
6)
13)
MEAN
CHLORA
100
31
56
13
0
6
81
94
19
63
75
69
44
38
H8
25
SO
( 16)
< 5)
{ 9)
( 2)
( 0)
( 1)
< 13)
I IS)
( 3)
( 10)
( 12)
( 11)
( 7)
( 6)
( 14)
( 4)
( 8)
15-
MIN DO
69 (
3 (
34 (
3 (
100 (
47 I
19 t
34 (
59 I
47 (
19 (
88 (
19 (
Bl (
75 (
94 (
59 (
11)
0)
5)
0)
16)
7)
2)
5)
9)
7)
2)
14)
2)
13)
12)
15)
9)
MEDIAN
01SS H
. 59 <
0 (
41 (
6 <
28 <
28 (
59 (
88 (
86 (
59 (
88 1
75 (
13 (
19 (
41 (
100 (
59 {
8)
0)
6)
1)
4)
4)
8)
13)
13)
8)
13)
12)
2)
3)
6)
16)
8)
INDEX
NO
385
85
307
53
206
157
360
423
369
413
38S
445
101
256
389
401
371

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LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME

36*. 1  ALLEGHENY RESERVOIR

4201  BLANCHARD RESERVOIR

4204  CUNNEAUT LAKE

42Q7  GKEENLANE DAM

4213  PYMATUNING RESEKVOIR

4216  SHENANGO RIVER RESERVOIR

4219  BEAVER RUN RESERVOIH

4220  6ELTZVILLE 0AM

4221  CANAOOHTA LAKE

4222  HARVEY'S LAKE

4233  INDIAN LAKE

4224  LAKE.NAOMI

4225  ONTELAUNEE 0AM

4226  PINCriOT LAKE

4227  POCONO LAKE

4228  STILLWATER LAKE

4229  LAKE WALLENPAUPACK
MEDIAN
TOTAL P
0.016
0.064
0.023
0.066
0.070
0.058
0.009
0.010
0.020
0,015
0.008
0.014
0.040
0.027
0.024
0.015
0.015
MLUIAN
INOKG N
0.380
1.300
O.ltiS
1.475
0.180
0.340'
0.835
0.615
0.130
0,160
0.520
0.135
2.150
0.245
0.130
0.180
0.250
500-
K£AN SEC
41^.250
453.143
402.000
460.222
467.750
•463. b55
384. W33
362,444
436.000
338.000
400.222
443.333
470.667
453.000
438.800
449.000
394.583
MEAN
CHLOHIA
3.700
15.187
7.56?
24.011
56.333
26.bOO
5.183
4.b56
15.167
5.967
5.211
5.533
11.783
13.950
4.980
18.233
9.617
15-
MIN DO
13.800
14.900
14.600
14.900
7,700
14.500
I4,aoo
14.600
14.100
14.500
14.800
8.000
14.800
11.500
13.200
7.900
14.100
MEDIAN
DISS P
0.006
0.046
0.007
0.020
0.008
0.008
O.OOb
0.005
0.005
0.006
0.005
0.005
0.011
O.OOb
0.007
0.004
0.006

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    APPENDIX C
TRIBUTARY FLOW DATA

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                                              f-LO*  INFORMATION FUK Hti\NSrH/AI»IA
                                                                                             1/27/75
LAKE CODE 4/>28      aTlLLWrtTt« LAKE

     TOTAL QWAINAGE AKEA OF LAKEISU KHt
                                             35.0
          SUfl-OKAINA&t
TRIBUTARY  AntEAlSCJ  KM)
33.0
 8.9
1^.9
1 1.2
4228BJ
422HC1
NOKi-IALIZED FLO*b(CHS)
Ftd
O.Ort
J.15
0.31
0.2?
MftH
1.03
0.28
U.Dl
G.2b
APR
1.16
U.37
O.b7
0.23
MAlf JUN
O.farf 0.59
0.23 0.12
0.42 0.27
U.82 0.20
JUL
0.51
0.09
0.22
0.20
AU(i
J.45
O.OU
0.19
(1.18
SD>
0.31
0.04
0.12
0.14
OCT
0.42
0.07
0.18
0.18
MOV
0.60
0.14
o.2a
0.25
DEC
0.76
0.17
0.34
0.25
MEAN
0.68
0.16
0.31
0.22
                           JAN
                          U.2E.
                         TOTAL UKAINAbE AKtA OF LAKt  =
                         SUM UF bOb-OKAlNAGt AKEAb    =
     MEAN MONTHLf  FLUwb  ANO UA1LY FLOWS(CMb)

THIBUTAhY   MONTH    YtAK    MtAN fLQ:4  LlflV
               7
               a

              10
              11
              12
               1
               2
               3
               7
               8
               9
              10
              1 1
              1?
               1

               3
               it
       7J
       73
       73
       73
       73
       73
       73
       7-4

       74

       73

       73
       73
       /J
       73
       73
       73
       74
       74
       74
       74
1.33
l.ol
0.62
O.S4
u .3/
0.4u
O.bl
1 .^S
1.10
O.f<2
1 .i,-^
1 . Jj
y.37
0.31 '
0. IS
0. 10
C .L.'J
U. Jb
0.09
0 .d8
0.2B
O.ll
0 .2d
u . 34
19
23
14
4
b
13
10
8
12
9
Ifo
1J
IV
23
14
<*
H
|3
lu
b
12
•;
Ib
13
                                                                     SUMMARY
                                              Jb.O
                                              Jb.O
                            TOTAL FLO* IN  =
                            (UTAL FLO^ OUT =
                                                                                                         Id
tLOti  UAY

1. /&
0 .52
0.71
i.lo
0.42
l.tj*
0. 7v
u.bl
1.03
1.23
0.37

0. 13
0. Jl
0.03

U. J /
u.bl
J.I/
u.Od
0.26
0.34
                                                                       FLUfi  LiAV
                                                                                         FLO*

-------
                                             KLOri  IKFOKMATION FOK  PENNSYLVANIA
                                                                              1/37/75
LAKE COOE 4?28
       STILLWATER
     MEAN MONTHLY FLOWS AND uAILY FLOWS(CMS)
TRIBUTARY

4228C1
422BZZ
MONTH   YEAr<
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
?
3
4
73
73
73
73
73
73
73
73
7*
74
74
7<*
73
7J
73
73
73
73
73
73
74
74
74
74
MEAN FLO*  DAY
0.57
0.74
0.34
0.23
0.15
0.16
0.21
0.88
0.48
0.34
0.48
0.57
0.34
0.54
0.34
0.22
0.17
0.17
0. 19
0.65
0.40
0.26
0.40
U.40
19
23
14
4
8
13
10
8
12
9
16
13
19
23
14
4
8
13
10
8
12
9
16
13
FLOW  DAY

0.79
0.26
0.31
0.51
0.09
0.11
0.17
0.74
0.34
0.20
0.45
O.S4
0.45
0.21
0.28
a.45
0.11
0.12
0.16
U.54
0.2S
0.16
0.34
0.37
FLOW  DAY
FLOW

-------
        APPENDIX D
PHYSICAL and CHEMICAL DATA

-------
STORtT RETRIEVAL DATE 75/01/27
                                                                  422801
                                                                 11 07 05.0 075 85 10.0
                                                                 STILLWATER LAKE
                                                                 42089   PENNSYLVANIA
                      oooio
  DATE   TIME DEPTH  WATER
  FROM    OF          TEMP
   TO    DAY  FEET    CENT

73/04/17 11 05 0000     10.0
73/07/23 10 45 0000     22.9
73/10/03 16 15 0000     17.1
00300     J0077     00094
 DO      TRANSP   CNDUCTVY
         SECCHI   FIELD
MG/L     INCHES   MICROMHO
  10.7
   7.1
   8.8
60
60
33
58
33
30
lltPALES
3
00400
PH
SU
7.80
5.20
6.10
00410
T ALK
CAC03
MO/L
10K
10K
10K
2111202
0005 FEET DEPTH
00610
NH3-N
TOTAL
MG/L
(j.040
0.110
O.OSO
00625
TOT KJEL
N
MG/L
0.500
0.500
0.600
00630
N02S.N03
N-TOTAL
MG/L
0.140
0.070
0.030
00671
PHOS-DIS
ORTHO
MG/L P
0.007
0.004
0.004
  DATE   TIME DEPTH
  FROM    OF
   TO    DAY  FEET

73/04/17 11 05 0000
73/07/23 10 45 0000
73/10/03 16 15 0000
0665
S-TOT

/L P
0.015
0.016
0.015
32217
CHLRPHfL
A
LJG/L
42.2
5.8
6.7
               K  VALUE KNOWN  TO  BE
               LESS  THAN  INDICATED

-------
  APPENDIX E
TRIBUTARY DATA

-------
STOtVET RETRIEVAL DATE 75/02/03
                                                                  4228A1
                                                                 41 J7 02.0 075 25 Jl.O
                                                                 UPPER TUKKHANNOCK LAKE
                                                                 42089   7.5 POCONO PINES
                                                                 0/STILLWATER LAKE
                                                                 S£C HO B«L)G BtLOW QAM
                                                                 11EPALES             2
                                                                 4                   0000 FEET
DATE
FROM
TO
7J/05/19
73/06/23
73/07/14
73/08/05
73/09/09
73/10/07
73/11/11
73/12/09
74/01/06
74/02/09
74/02/23
74/03/16
74/03/30
74/04/13
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
15
10
10
10
10
11
13
11
10
14
!<•
09
12
11
15
05
05
30
00
00
10
45
06
00
25
45
30
35
MG/L
0.
d.
0.
0.
0.
0.
0.
0.
0.
0.
u.
a.
0.
0.
052
017
017
010K
010K
010K
052
096
140
148
200
152
136
112
MG/L
0.
0.
1.
0.
0.
u.
0.
0.
0.
0.
0.
0.
0.
0.
320
460
000
260
480
300
800
400
200
300
300
500
600
300
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
.005K
.038
.210
.022
.029
.019
.034
.020
.028
.065
.020
.025
.060
.015
MG/L
0.
0.
0.
0.
0.
0.

0.
o.
o.
0.
0.
0.
0.
p
005K
006
014
005K
005K
006

005K
005K
005K
015
005
005
005K
MG/L P
0.015
U.U20
0.015
0.015
0.015
0.010
0.020
0.015
0.010
0.010
0.025
0,025
O.J15
0.020
DEPTH
                         K VALUE KNOWN TO dE
                         LESS THAN INDICATED

-------
STOrtET KETRIEVAL DATE 7b/02/i>3
                                                                  422bdl
                                                                 41 07 16.0 075 24 13.0
                                                                 UNNAMED CREEK
                                                                 42      7.5 POCONO PINES
                                                                 T/STILLWATER LAKE
                                                                 CULVErtT ON QNDRY RD AT E END OF LAKE
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATt
FKOM
TO
73/05/19
73/06/23
73/07/14
73/08/05
73/09/09
73/10/07
73/11/11
73/12/09
74/01/06
74/02/09
74/02/23
74/03/16
74/03/30
74/04/13
00t>30 00625
TIME DEPTH iM02^N03 TOT KJEL
OF N-TOTAL N
DAY FEET
14 45
10 00
09 15
09 50
09 30
10 30
12 50
11 30
09 40
13 50
13 50
11 00
15 00
10 00
MG/L
0.060
0.052
0.013
0.010K
0.028
0.016
0.044
0.112
0.160
0.16S
0.216
0.148
0.108
0.076
MG/L
0.380
0.960
0.920
0.850
2.400
0.700
1.050
0.600
0.900
2.000
0.500
0.400
1.300
0.400
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.021
0.046
0.231
0.026
0.126
0.040
0.044
0.036
0.044
0.115
0.035
0.030
0.065
0.020
MG/L P
0.005K
0.011
0.014
0.005K
0.009
0.006
0.012
0.005K
0.005K
0.005
0.015
0.010
0.005K
0.005K
MG/L P
O.Olb
0.030
0.025
0.030
0.035
0.020
0.030
0.015
0.010
0.015
0.025
0.025
0.010
0.015
                           K VALUE KNOWN TO BE
                           LESS THAN  INDICATED

-------
iTOKET RETRIEVAL DATE 75/02/03
                                                                  4228C1
                                                                 41 07 40.0 075 24 10.0
                                                                 HA*KEY RUN
                                                                 42      7.B TOSYHANNA
                                                                 TYSTILLWATER LAKE
                                                                 FOREST LAME BHOG AT NE TIP OF LAKE
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATE
FROM
TO
73/05/19
73/06/23
73/07/1*
73/08/05
73/09/09
73/10/07
73/U/ll
73/12/09
74/01/06
74/02/09
74/02/23
74/03/16
74/03/30
74/0<*/13
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
15 00
10 10
09 20
10 00
09 35
10 40
12 55
11 25
09 45
1<+ 00
14 00
11 45
12 15
10 05
MG/L
0.176
0.168
O.lOb
0.115
0.189
0.140
0.240
0.200
0.312
0.320
0.288
0.252
0.264
0.224
MG/L
0.425
0.250
o.eoo
0.160
2.150
0.350
1.000
0.300
0.100K
0.200
0.700
0.400
0.400
0.100
00610 00671 00665
NH3-N PHOS-OIS PHOS-TOT
TOTAL OrtTHO
MG/L
0.059
0.038
0.210
0.015
0.080
0.026
0.028
0.020
0.008
0.015
0.050
0.030
0.040
0.010
MG/L P
0.005K
0.005K
0.010
0.005K
0.005K
0.005K
0.008
O.OOSK
0.005K
0.010
0*005K
0.005
0.005K
0.005K
MG/L P
0.010
0.010
0.010
0.015
O.OObK
0.005K
0.008
0.010
0.005K
0.030
0.025
0.005
0.005
0.015
                         K VALUE KNOWN TO BE
                         LESS THAN INDICATED

-------