U.S. ENVIRONMENTAL PROTECTION AGENCY
           NATIONAL EUTROPHICATION SURVEY
                    WORKING PAPER SERIES
                                         REPORT
                                          ON
                                      LAKE ROBINSON
                                       AND DARLINGTON COUNTIES
                                      SOUTH CAROLINA
                                      EPA REGION IV
                                   WORKING PAPER No,

 CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                             and
ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
 699-440

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                                   REPORT
                                     ON
                               LAKE ROBINSON
                    CHESTERFIELD AND DARLINGTON COUNTIES
                               SOUTH CAROLINA
                               EPA REGION IV
                           WORKING PAPER No,  437
       WITH THE COOPERATION OF THE
SOUTH CAROLINA DEPARTMENT OF HEALTH AND
         ENVIRONMENTAL CONTROL
               AND THE
     SOUTH CAROLINA NATIONAL GUARD
              JUNE, 1975

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                                   CONTENTS
                                                               Page
  Foreword                                                      ii
  List of South Carolina Study Lakes                            iv
  Lake and Drainage Area Map                                     v

  Sections
  I.   Conclusions                                                1
 II.   Lake and Drainage Basin Characteristics                    4
III.   Lake Water Quality Summary                                 5
 IV.   Nutrient Loadings                                          9
  V.   Literature Reviewed                                       14
 VI.   Appendices                                                15

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                          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, 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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                                 m
    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
freshwater lakes.  Likewise, multivariate evaluations for the
relationships between land use, nutrient export, and trophic
condition, by lake class or use, are being developed to assist
in the formulation of planning guidelines and policies by 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 South Carolina Department
of Health and Environmental Control for professional involvement,
to the South Carolina National Guard for conducting the tributary
sampling phase of the Survey, and to those South Carolina waste-
water treatment plant operators who voluntarily provided effluent
samples and flow data.

    The staff of the South Carolina Bureau of Wastewater and
Stream Quality Control 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 Robert L. McCrady, the Adjutant General of South
Carolina, and Project Officer Lt. Colonel John P. DuPre (Retired),
who directed the volunteer efforts of the South Carolina National
Guardsmen, are also gratefully acknowledged for their assistance
to the Survey.

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                                     IV
                      NATIONAL EUTROPHICATION SURVEY

                               STUDY LAKES

                         STATE OF SOUTH CAROLINA
NAME
Clark Hill
Fishing Creek
Greenwood

Hartwell
Keowee
Marion
Moultrie
Murray

Robinson

Saluda
Secession
Wateree

William C. Bowen
Wylie
COUNTY

Abbeville, McCor-
 mick, SC; Colum-
 bia, Elbert, Lin-
 coln, McDuffie,
 Wilks, GA
Chester, Lancaster
Greenwood, Laurens,
 Newberry
Anderson, Oconee,
 Pickens, SC;
 Franklin, Hart,
 Stephens, GA
Oconee, Pickens
Berkeley, Calhoun,
 Claredon, Orange-
 burg, Sumter
Berkeley
Lexington, Newberry,
 Richland, Saluda
Chesterfield, Dar-
 lington
Greenville,  Pickens
Abbeville, Anderson
Fairfield, Kershaw,
 Lancaster
Spartanburg
York,  SC; Gaston,
 Mecklenburg, NC

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                                                         tlet  North Hartsville
                                                           esfwood La,
LAKE ROBINSON

  ® Tributary Sampling Site
  X Lake Sampling Site
   f Sewage Treatment  Facility
 •^3 Drainage Area Boundary
o           5	ipKm.
                   5 Hi.
          Scale
               80*20

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                              LAKE ROBINSON
                             STORE! NO. 4508

I.  CONCLUSIONS
    A.  Trophic Condition:
            Although the overall Survey data indicate Lake Robinson is
        mesotrophic, the rather low mean Secchi disc transparencies
        (0.9 to 1.2 m), the September mean chlorophyll  £ concentration
        of 16.6 yg/1 (range of 11.9 to 20.5 yg/1),  the phytoplankton
        associations, and the numbers and variety of macrophytes present
        are more indicative of a eutrophic condition.
            Lake Robinson ranked third in trophic quality when the 13
        South Carolina lakes sampled in 1973 were compared using an
        index of six parameters*.   Two of the lakes had less median total
        and median dissolved orthophosphorus, four had less and one had
        the same median inorganic nitrogen, nine had less mean chlorophyll
        a_, and four had greater mean Secchi disc transparency.  Marked
        depression of dissolved oxygen with depth occurred at station 1
        in July.
            Survey limnologists noted considerable floating vegetation  in
        the littoral zones near stations 2 and 3 in July and areas of
        floating and emergent macrophytes and some algal scums in the
        shoreline shallows near station 3 in September.
            Lake Robinson is used as a source of cooling water for two
* See Appendix A.

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                                 2
    thermal electric-generating plants operated by the Carolina  Power
    and Light Company, and at times a greater volume of water  is
    utilized in the once-through cooling circuits  of the plants  than
    is contributed by the tributaries of the lake  (Foley,  1976).
B.  Rate-Limiting Nutrient:
        The algal assay results are not representative of conditions
    in the lake at the time the sample was taken because of nutrient
    changes in the sample during shipment.
        The lake data indicate phosphorus limitation in March  and July
    but probably nitrogen limitation in September.
C.  Nutrient Controllability:
        1.  Point sources—During the sampling year, the phosphorus
    contribution of the Pageland wastewater treatment facility amounted
    to 28% of the total phosphorus input to Lake Robinson.
        The phosphorus loading of 0.38 g/m2 measured during the  sampling
    year is less than that proposed by Vollenweider (Vollenweider and
    Dillon, 1974) as an oligotrophic loading (see  page 13).  However,
    the existing trophic condition of the lake indicates that  either
    the loading is greater than indicated because  of unaccounted-for
    inputs, or phosphorus inputs have been reduced recently.
        As far as is known, there has not been any significant reduction
    in the phosphorus load from Pageland (Foley, op. cit.),  and  further
    study is needed to evaluate other possible sources (e.g.,  the

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                             3
possible use of phosphorus compounds to control  corrosion  and/or
fouling in the cooling circuits of the power plants).
    2.  Non-point sources—The non-point phosphorus  contributions
of the gaged tributaries accounted for 54.6% of the  total  load  to
the lake during the sampling year, and the ungaged minor tribu-
taries and immediate drainage added an estimated 12.1%.
    Collectively, the phosphorus export rates of the Lake  Robinson
tributaries were the lowest measured in South Carolina during the
Survey sampling year (see page 13).  Most of the runoff in the
drainage is from the Carolina sand hills, and this probably
accounts for the low export rates.

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                                      4

II.   LAKE AND DRAINAGE'BASIN CHARACTERISTICS1'

     A.   Lake Morphometry  :

         1.   Surface area:   8.68 kilometers2.

         2.   Mean depth:   4.3 meters.

         3.   Maximum depth:   >9.4 meters.

         4.   Volume:  37.005 x 106 m3.

         5.   Mean hydraulic  retention  time:   66 days.

     B.   Tributary and Outlet:
         (See Appendix C  for flow data)

         1.   Tributaries  -

                                              Drainage       Mean flow
             Name                             area  (km2)*    (m3/sec)*

             Black Creek                           279.7          4.800
             Unnamed Creek B-l                       8.6          0.090
             Lower Alligator Creek                  17.5          0.180
             Little Beaverdam Creek                 21.8          0.230
             Unnamed Creek E-l                       3.2          0.033
             Big Beaverdam Creek                    25.7          0.260
             Pond Hollow  Branch                     13.6          0.140
             Minor tributaries &
              immediate drainage -                  68.9          0.800

                            Totals            ,    439.0          6.533
                                                            \
         2.   Outlet -                                       \

             Black Creek                           448.1**        6.533**

     C.   Precipitation***:                                           \.

         1.   Year of sampling:   131.9  centimeters.

         2.   Mean annual: 112.3 centimeters.
 t Table of metric conversions—Appendix B.
 tt At maximum pool;  Martin and Hanson,  1966.
 * For limits of accuracy,  see Working Paper No.  175,  "...Survey Methods,
   1973-1976".
 ** Includes area of lake;  outflow adjusted  to  equal sum of inflows.
 *** See Working Paper No.  175.

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                                       5
III.   LAKE WATER QUALITY SUMMARY
                                                    •
      Lake Robinson  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 a number of depths at three stations  on the  lake  (see map,
  page v).  During each  visit, a  single depth-integrated (4.6 m or
  near bottom to surface) sample  was composited from the stations
  for phytoplankton  identification and enumeration; and during the
  last 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 a_ analysis.
  The maximum depths sampled were 9.4  meters at station 1,  7.0 meters
  at  station 2, and  3.0  meters at station  3.
      The sampling results are presented in  full  in Appendix D and
  are summarized in  the  following table.

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                             A. SUMMARY OF PHYSICAL AND
CHEMICAL CHARACTEKlSriCS FOR LAKE ROBINSON
 STORE! CODE 4508
PARAMETER
TEMP 
OISS OXY (MG/L)
CNDCTVY (MCROMO)
PH (STAND UNITS)
TOT ALK (MG/L)
TOT P (MG/L)
ORTHO P (MG/L)
N02»N03 (MG/L>
AMMONIA (MG/L)
KJEL N  (MG/L)
INORG N (MG/L)
TOTAL N 
CHLR^YL A IUG/D
SECCHI  (METERS)
1ST

RANGE
12.9 -
8.4 -
50. -
5.9 -
10. -
0.009 - 0
0.002 - 0
0.580 - 0
0.070 - 0
0.300 - 0
0.650 - 0
0.880 - 1
1.4 -
1.2 -
SAMPLING (
3

17.6
8.6
50.
6.6
10.
.020
.006
.750
.100
.500
.850
.210
9.4
1.2
SITES
MEAN
16.5
• 8.5
50.
6.1
10.
0.013
O.OOt
0.668
0.079
0.3B2
0.747
1.050
6.6
I.?
3/22/73)

MEDIAN
17.2
8.5
50.
6.1
10.
'0.012
0.004
0.670
0.080
0.400
0.740
1.070
9.0
1.2
2ND

RANGE
26.4 -
1.0 -
• 50. -
5.3 -
10. -
0.013 - 0
0.005 - 0
0.080 - 0
0.080 - 0
0.300 - 1
0.160 - 0
0.380 - 1
1.5 -
0.9 -
SAMPLING ( 7/
3

34.0
6.6
50.
5.6
10.
.026
.020
.140
.310
.000
.450
.110
3.5
0.9
SITES
MEAN
30.6
4.8
50.
5.4
10.
0.017
0.008
0.112
0.151
0.445
0.263
0.557
2.7
0.9
6/73)

MEDIAN
31.5
5.4
50.
5.4
10.
0.016
0.006
0.110
0.120
0.400
0.240
0.500
3.0
0.9
3RD

RANGE
23.2 -
3.0 -
9. -
5.6 -
10. -
0.010 - 0
0.010 - 0
0.060 - 0
0.060 - 0
0.400 - 1
0.120 - 0
0.460 - 1
11.9 -
0.9 -
SAMPLING ( 9/21/73)
3

32.0
7.8
14.
6.3
10.
.020
.Olo
.080
.130
.400
.210
.480
20.5
1.1
SITES
MEAN
28.6
6.2
13.
6.0
10.
0.014
0.012
0.066
0.081
0.700
0.147
0.766
16.6
1.0

MEDIAN
28.9
6.3
14.
6.1
10.
0.013
0.011
0.060
0.075
0.550
0.135
0.610
17. J
1.0

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B.  Biological  Characteristics:

    1.  Phytoplankton -
        Sampling
        Date

        03/22/73
        07/06/73
        09/21/73
    2.   Chlorophyll  a_ -

        Sampling
        Date

        03/22/73
        07/06/73
        09/21/73
Dominant Algal Units
Genera per ml
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
Cosmarium SJD.
Gy nodi ni urn sp.
Cryptomonas sp.
Ankistrodesmus (?) sj>.
Tabellaria SJD.
Other genera
Total
Asterionella SJK
Staurastrum sp.
Synedra sp.
Mallomonas sp.
Flagellates
Other genera
Total
Cosmarium sp.
Sphaerozoma sp.
Staurastrum sp.
Closterium SJD.
Desmids
Other genera
5,116
82
58
47
12
24
5,339
5,572
182
136
68
68
293
6,319
9,951
5,850
2,988
2,671
477
95
                                          Total
Station
Number

   1
   2
   3

   1
   2
   3

   1
   2
   3
                            22,032
Chlorophyll a_
(yg/1)

     9.4
     9.0
     1.4

     3.0
     3.5
     1.5
    17,
    20,
                                                             11.9

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                                 8
C.  Limiting Nutrient Study:
        The algal assay results are not considered  representative of
    conditions in the lake because of nutrient losses  in  the assay
    sample during shipping.  The lake data indicate that  the lake was
    limited by nitrogen in the fall (i.e., the mean inorganic  nitro-
    gen/orthophosphorus ratio was 12/1).   At the other sampling
    times, the data indicate  phosphorus limitation  (i.e.,  the  mean
    N/P ratios were greater than 30/1 in March and  July).

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IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination  of nutrient loadings,  the South Carolina
 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 March and January  when  two samples, were
 collected.   Sampling was begun in February, 1973, and was completed
 in  February, 1974.
     Through an interagency agreement, stream flow estimates for  the
 year of sampling and a "normalized" or average year were provided by
 the South Carolina  District Office of the U.S. Geological Survey for the
 tributary sites nearest the lake.
     In this report, nutrient loads for sampled tributaries were
 calculated using mean concentrations and  mean  flows.  Nutrient loads
 shown are those measured minus point-source loads, if any.
     Nutrient loads  for unsampled "minor tributaries 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, D-l, E-l, F-l,  and
 G-l and multiplying the means  by the ZZ area in  km2.
     The operator of the Pageland south wastewater treatment plant
 provided monthly effluent  samples and corresponding flow data.

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                                    10
    A.  Waste Sources:
        1.  Known municipal* -
                        Pop.                  Mean Flow      Receiving
        Name            Served    Treatment   (m3/d)         Water
        Pageland, S.    800       stab, pond      707.8      Big Black Creek
         plant
        2.  Known industrial** - None
* Anonymous, 1971.
** Foley, 1976.

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                                    11

    B.   Annual  Total  Phosphorus  Loading  -  Average  Year:

        1.   Inputs -

                                              kg P/          % of
            Source                            yr	         total

            a.   Tributaries (non-point load)  -

                Black Creek                    1,345         40.7
                Unnamed Creek B-l                   45          1.4
                Lower Alligator  Creek              45          1.4
                Little Beaverdam Creek             100          3.0
                Unnamed Creek E-l                   20          0.6
                Big Beaverdam Creek               150          4.5
                Pond  Hollow Branch                100          3.0

            b.   Minor tributaries  & immediate
                 drainage (non-point load) -       400         12.1

            c.   Known municipal  STP's -

                Page!and                          925         28.0

            d.   Septic tanks* -                     25          0.8

            e.   Known industrial - None

            f.   Direct precipitation** -          150          4.5

                           Total               3,305        100.0

        2.   Outputs -

            Lake outlet - Black  Creek          3,295

        3.   Net annual P accumulation -  10 kg.
* Estimate based on 80 lakeshore dwellings;  see Working  Paper  No.  175.
** See Working Paper No.  175.

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                                    12

    C.  Annual Total Nitrogen Loading - Average Year:

        1.  Inputs -

                                              kg N/           % of
            Source                            yr             total
            a.  Tributaries (non-point load)  -

                Black Creek                    67,505         61.8
                Unnamed Creek B-l               1,310          1.2
                Lower Alligator Creek           3,050          2.8
                Little Beaverdam Creek .         3,490          3,2
                Unnamed Creek E-l                 425          0.4
                Big Beaverdam Creek             5,640          5.2
                Pond Hollow Branch              2,390          2.2

            b.  Minor tributaries & immediate
                 drainage (non-point load) -    11,575         10.6

            c.  Known municipal STP's -

                Pageland                        3,490          3.2

            d.  Septic tanks* -                   855          0.8

            e.  Known industrial - None

            f.  Direct precipitation** -        9.370          8.6

                        Total                 109,100        100.0

        2.  Outputs -

            Lake outlet - Black Creek          93,330

        3.  Net annual N accumulation - 15,770 kg.
* Estimatebased on 80 lakeshore dwellings; see Working Paper No.  175.
** See Working Paper No. 175.

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                                13
D.  Mean Annual  Non-point Nutrient Export by Subdrainage  Area:
    Tributary                             kg P/km2/yr    kg  N/km2/yr
    Black Creek                               5              241
    Unnamed Creek B-l                          5              152
    Lower Alligator Creek                     3              174
    Little Beaverdam Creek                    5              160
    Unnamed Creek E-l                          6              133
    Big Beaverdam Creek                       6              219
    Pond Hollow Branch                        7              176
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  Phosphorus       Total Nitrogen
    	Total    Accumulated    Total   Accumulated
    grams/m2/yr              0.38      0.01         12.6       1.8
    Vollenweider phosphorus  loadings
     (g/m2/yr)  based on mean depth and mean
     hydraulic  retention time of Lake Robinson:
        "Dangerous"   (eutrophic  loading)                0.92
        "Permissible"  (oligotrophic  loading)           0.46

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                                    14
V.  LITERATURE REVIEWED
    Foley, John R., 1976.  Personal  communication (permitted point
        sources in Lake Robinson drainage; cooling water use).   SC
        Dept. of Health & Env. Contr., Columbia.

    Martin, R. 0. R., and Ronald L.  Hanson, 1966.  Reservoirs in the
        United States.  Water Supply Paper 1838,  U.S.  Geol.  Surv.,
        Wash., DC.

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

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VI.   APPENDICES
                                  APPENDIX A
                                  LAKE  RANKINGS

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LAKE DATA TO 9E USED IN RANKINGS

LAKE
CODE  LAKE NAME
4503  FISHING CREEK

4504  LAKE GREENWOOD

4505  LAKE HARTHELL

4506  LAKE MARION

4507  LAKE MURRAY

4508  LAKE ROBINSON

4510  LAKE WATEREE

4511  LAKE HYLIC

4512  LAKE MOULTRIE

4513  LAKE KEOWEE

4514  LAKE SECESSION

4515  SALUDA LAKE

4516  LAKE WILLIAM C. BOWEN
MEDIAN
TOTAL P
0.143
0.061
0.013
0.055
0.024
0.014
0.094
0.045
0.026
0.008
0.057
0.046
0.022
MEDIAN
INORG N
0.535
0.470
0.130
0.280
0.260
0.260
0.4?0
0.380
0.200
0.170
0.355
0.230
0.360
500-
MEAN SEC
483.000
463.917
422.000
470.176
*24.905
458.778
475.667
46^.222
455.36.
371.750
462.778
476.833
459.889
MEAN
CHLOHA
2.811
8.150
6.157
8.728
6. 4': 8
8.611
8.408
5.422
8.800
2.d33
10.722
1.517
3.911
Ib-
MIN DC
10.20C
15.000
15.000
14.90C
15.000
1<*.000
14.100
14.800
11.200
15.000
15.000
10.800
15.000
MEDIAN
DI55 ORTnO P
0.051
0.011
0.004
0.010
0.007
0.005
0.034
0.013
0.006
0.003
0.006
0.006
0.007

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PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHER VALUES)
LAKE
CODE  LAKE NAME
4503  FISHING CREEK RESERVOIR
4504  LAKE GREENWOOD
4505  LAKE HARTWELL
4506  LAKE MARION
4507  LAKE MURRAY
4508  LAKE ROBINSON
4510  LAKE WATEHEE
4511  LAKE WYLIE
4512  LAKE MOULTRIE
4513  LAKE KEOWEE
4514  LAKE SECESSION
4515  SALODA LAKE
4516  LAKE WILLIAM C. BOWEN
MEDIAN
TOTAL P
0 (
17 (
92 (
33 (
67 (
83 <
8 (
50 (
58 (
100 <
25 (
42 <
75 (
0)
2)
11)
4)
8)
10)
1)
6>
7)
12)
3)
5)
9)
MEDIAN
INORG N
0 <
a «
100 (
50 (
62 (
62 (
17 (
25 <
83 (
92 <
42 (
75 (
33 (
0)
1)
12)
6)
7)
7)
2)
3)
10)
11)
5)
9)
4i
500-
MEAN SEC
0
33
92
25
83
67
17
SO
75
100
42
8
58
( 0)
( 4>
( 11)
( 3)
< 10)
( 8)
( 2)
( 6)
( 9)
( 12)
( 5)
( 1)
( 7)
MEAN
CHLORA
92 (
42 (
58 (
17 (
50 (
25 I
33 (
67 (
8 (
83 (
0 (
100 (
75 (
11)
5)
7)
2)
6)
3)
4)
6)
1)
10)
0)
12)
9)
15-
MIN DO
100 (
21 (
21 (
50 (
21 <
75 (
67 (
58 (
83 (
21 (
21 (
92 (
21 (
12)
0)
0)
6)
0)
9)
8)
7)
10)
0)
0)
11)
0)
MEDIAN
oiss OKTHO P
0 (
25 (
92 (
33 (
46 (
83 (
8 (
17 (
71 (
100 (
58 (
71 (
46 (
0)
3)
11)
4)
5)
10)
1)
2)
8)
12)
7)
8)
5)
INDEX
NO
192
146
455
208
329
395
150
267
378
496
188
3d8
308

-------
LAKES RANKED B* INDEX NOS.




RANK  LAKE CODE  LAKE NAME               INDEX NO
   1  4513       LAKE KEOwEE




   2  4505       LAKE HARWELL              455




   3  4508       LAKE ROBINSON              395




   4  4515       SALUDA LAKE                368




   5  4512       LAKE MOULTRIE              378




   6  4507       LAKE MURRAY                329




   7  4516       LAKE WILLIAM C. BOWEN      308




   8  4511       LAKE WYLIE                 267




   9  4506       LAKE MARION                208




  10  4503       FISHING CREEK RESERVOIR    192




  11  4514       LAKE SECZSS10M             188




  12  4510       LAKE WATEREt               150




  13  4504       LAKE GREENWOOD             146

-------
    APPENDIX B
CONVERSION FACTORS

-------
                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

-------
    APPENDIX C
TRIBUTARY FLOW DATA

-------
                                   TRIBUTARY FLO* INFORMATION FOR SOUTH CAROLINA
                                                                                          04/27/76
LAKE CODE 4508
                   LAKE ROBINSON
     TOTAL DRAINAGE AREA OF LAKE(SO KM)
          SUB-DRAINAGE
TRIBUTARY  AREAISCl KM)
                          JAN
                                  FEB
                                           448.1
                                          MAR
                                                  APR
                                                          MAY
                                 NORMALIZED FLOWS(CMS)
                                   JUN     JUL     AUG
                                                                                          SEP
                                                                                                   OCT
                                                                                                           NOV
                                                                                                                   DEC
                        TOTAL DRAINAGE AREA OF LAKE =
                        SUM OF SUB-DRAINAGE AREAS   =
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY
                           448.1
                           439.0
450BA1
4508A2
2
3
4
5
6
7
a
9
10
11
12
1
2
?
3
4
5
6
7
8
9
10
11
12
1
?.
73
73
73
73
7J
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
73
74
74
10.619
10.336
12.318
 6.654
 8.920
 6.711
 4.984
 4.021
 3.681
 3.681
 6.173
 7.561
 9.345
 8.495
 7.221
10.194
 4.814
 6.513
 4.672
 3.256
 2.549
 2.209
 2.124
 3.964
 4.814
 6.796
24
 9
 7
 4
 9
 8
 2
 4
 1
 3
 7
 8
10
24
 9
 7
 4
 9
 8
 2
 4
 1
 3
 7
 8
10
FLOW
8.495
13.309
16.141
8.070
6.513
7.362
5.522
3.200
4.248
3.285
4.021
9.203
9.486
6.173
9.911
18.406
5.522
4.870
4. 106
3.256
1.869
2.BR8
1.B41
2.492
4.531
7.504
DAY

15









21


15









21

SUMMARY






  FLOW  DAY


12.035
                                      TOTAL FLOW IN  =
                                      TOTAL FLOW OUT =
                                                                                       FLOW
 6.230


 9.486
                                                                    3.625
78.72
78.86
                                                                                                                          MEAN
4508A1
4508A2
4508B1
4508C1
450801
4508E1
4508F1
4508G1
4508ZZ
448.1
279.7
8.6
17.5
21.8
3.2
25.7
13.6
68.9
8.07
5.86
0.113
0.23
0.2a
0.028
0.31
0.17
0.96
8.92
6.65
0.113
0.25
0.31
0.057
0.37
0.20
1.10
9.77
7.33
0.142
0.28
0.34
0.057
0.40
0.23
1.22
7.50
5.63
0.113
0.23
0.28
0.028
0.31
0.17
0.96
5.52
3.99
0.085
0.14
0.20
0.028
0.23
0.11
0.68
5.24
3.68
0.057
0.14
0.17
0.028
0.20
0.11
0.62
5.1U
3.62
0.057
0.14
0.17
0.028
0.20
0.11
0.62
6.80
4.73
0.085
0.17
0.23
0.028
0.25
0.14
0.79
5.10
3.48
0.057
0.14
0.17
0.028
0.20
0.11
0.59
5.24
3.91
0.085
0.14
0.17
0.028
0.23
0.11
0.6S
5.52
4.19
0.08S
0.17
0.20
0.028
0.23
0.11
0.71
6.09
4.47
0.085
0.17
0.20
0.028
0.25
0.14
0.74
6.56
4.80
0.090
0.18
0.23
0.033
0.26
0.14
0.80

-------
                                   TRIBUTARY FLO*1 INFORMATION FOR SOUTH CAttOLlNA
                                                                                          04/27/76
LAKE CODE 4508
                   LAKE ROblNSON
     MEAN MONTHLY FLOWS AND UAILY FLOWS(CMS)
TRIBUTARY   MONTH   YEAH
4508B1
4508C1
4508D1
4508E1
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
b
7
8
9
10
11
1?
1
2
2
3
4
5
b
7
R
9
10
11
12
1
2
73
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
73
74
74
                            MEAN FLO*  DAY
0.113
0.170
0.113
0.085
0.142
O.OB5
0.085
0.085
0.057
0.057
0.113
0.142
0.170
0.198
0.368
0.227
0.170
0.283
0.198
0.198
0.142
0.142
0.142
0.227
0.283
0.340
0.255
0.453
0.283
0.198
0.368
0.237
0.227
0.198
0.170
0.170
0.283
0.340
0.396
0.028
0.057
0.057
0.028
0.057
0.0 ?8
0.028
0.023
0.028
0.023
0.057
0.057
O.OBS
24
9
7
4
9
8
2
4
1
3
7
8
10
24
9
7
4
9
8
2
4
1
3
7
8
10
24
9
7
4
9
8
2
4
1
3
7
A
10
24
9
7
4
9
8
2
4
1
3
7
8
10
0.311
0.283
0.142
0.113
0.193
0.142
0.113
0.057
0.142
0.085
0.113
0.142
0.227
0.651
0.566
0.255
0.227
0.396
0.255
0.198
0.113
0.255
0.113
0.170
0.255
0.481
0.821
0.708
0.311
0.283
0.481
0.34C
0.255
0.142
0.396
0.142
0.2?7
0.340
0.595
0.113
0.113
0.057
0.028
0.057
0.057
0.023
0.023
0.035
0.023
0.057
0.057
0.085
 FLOW  DAY






0.255
                                                                                       FLOW
0.113






0.425
0.227






0.510
0.283






0.085
                                                                    0.057

-------
                                   TRIBUTARY FLOW INFORMATION FOR SOUTH CAROLINA
                                                                       04/27/76
LAKE CODE 4508
LAKE ROBINSON
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)



TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY



4508F1
4508G1
4508ZZ
2
3
4
5
6
7
8
9
10
11
12
1
2
2
3
4
5
6
7
8
9
10
11
12
1
2
2
3
4
5
6
7
a
9
10
11
12
1
2
73
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
73
74
74
0.311
0.538
0.340
0.255
0.425
0.283
0.283
0.227
0.198
0.198
0.340
0.425
0.510
0.170
0.283
0.170
0.142
0.227
0.142
0.142
0.113
0.113
0.113
0.170
0.227
0.255
0.793
1.416
0.906
0.680
1.161
0.736
0.736
0.623
0.510
0.510
0.850
1.133
1.274
24
9
7
4
9
8
2
4
1
3
7
8
10
24
9
7
4
9
8
2
4
1
3
7
8
10
24
9
7
4
9
8
2
4
1
3
7
8
10
FLOW
0.963
0.850
0.368
0.340
0.566
0.396
0.311
0.142
0.481
0.170
0.283
0.396
0.708
0.510
0.453
0.198
0.170
0.311
0.198
0.170
0.085
0.227
0.085
0.142
0.198
0.368
2.549
2.265
0.991
0.906
1.501
1.048
0.793
0.425
0.566
0.425
0.623
1.048
1.841
DAY

15









21


15









21


15









21

                                                  FLOW  DAY






                                                 0.623
FLOW
                                                 0.340






                                                 0.340
                                                 0.170






                                                 1.699
                                                                    0.906

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
STORET RETRIEVAL DATE 76/04/37
                                                                  450801
                                                                 34 24 25.0 080 09 05.0 3
                                                                 LAKE  ROBINSON
                                                                 45031   SOOTH CAROLINA
                                                                                          030791

DATE
FROM
TO
73/03/22




73/07/06



73/09/21



DATE
FROM
TO
73/03/22




73/07/06



73/09/21



TIME DEPTH
OF
DAY FEET
10 00 0000
10 00 0006
10 00 0012
10 00 0019
10 00 0027
11 00 0000
11 00 0006
11 00 0015
11 00 0031
12 40 0000
12 40 0015
12 40 0030

TIME DEPTH
OF
DAY FEET
10 00 0000
10 00 0006
10 00 0012
10 00 0019
10 00 0027
11 00 0000
11 00 0006
11 00 0015
11 00 0031
12 40 0000
12 40 0015
12 40 0030
00010
WATER
TEMP
CENT
17.6
17.5
17.5
17.5
17.5
32.4
32.1
31.5
27.2
30.0
28.9
28.6
00665
PHOS-TOT

MG/L P
0.014
0.011
0.009
0.019
0.020
0.016
0.013
0.017
0.026
0.020
0.014
0.013
00300
00

MG/L

8.6
8.4
8.5
8.4

6.6
6.6
1.0
7.8
6.6
5.6
32217
CHLRPHYL
A
UG/L
9.4




3.0



17.3


00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICROMHO
48 50K
50K
50K
50K
50K
36 50K
50K
50K
50K
40 14
14
13
















11EPALES 2111202
0031 FEET DEPTH CLASS 00
00400 00410 00610 00625
PH

SU
6
6
6
6
6
5
5
5
5
6
6
6



















.00
.10
.20
.10
.10
.60
.60
.40
.40
.30
.10
.10
















T ALK
CAC03
MG/L
10K
10K
10K
10K
10K
10K
10K
10K
10K
10K
10K
10K
















NH3-N
TOTAL
MG/L
O.OBO
0.070
0.070
0.080
0.070
0.150
0.100
0.230
0.310
0.130
0.060
0.060
















TOT KJEL
N
MG/L
0.500
0.400
0.300
0.300
0.300
0.300
0.300
0.400
0.600
1.400
0.500
0.500
















00630
N02&N03
N-TOTAL
MG/L
0.630
0.620
0.580
O.b30
0.610
0.120
0.100
0.110
0.140
0.080
0.060
0.060
















00671
PHOS-DIS
ORTriO
MG/L P
0.005
0.004
0.004
0.005
0.006
0.011
0.012
0.012
0.020
0.016
0.014
0.011
















          K VALUE KNOWN FO BE
          LESS THAN INDICATED

-------
STORET RETRIEVAL DATE 76/04/27
                                                                   450802
                                                                  34 26 25.0 080 09 12.0 3
                                                                  LAKE ROBINSON
                                                                  45025   SOUTH CAROLINA
                                                                                           030791
11EPALES
2111202
0027 FEET DEPTH CLASS

DATE
FROM
TO
73/93/22



73/07/06



73/09/21



DATE
FROM
TO
73/03/22



73/07/06



73/09/21



TIME DEPTH
OF
DAY FEET
12 20 0000
12 20 0006
12 20 0012
12 20 0018
10 30 0000
10 30 0006
10 30 0015
10 30 0023
13 00 0000
13 00 0010
13 00 0019

TIME DEPTH
OF
DAY FEET
12 20 0000
12 20 0006
12 20 0012
12 20 0018
10 30 0000
10 30 0006
10 30 0015
10 30 0023
13 00 0000
13 00 0010
13 no 0019
00010
WATER
TEMP
CENT
17.2
17.2
17.2
17.0
34.0
32.6
29.7
27.6
32.0
28.9
26.4
00665
PHOS-TOT

MG/L P
0.013
0.012
0.011
0.013
0.015
0.013
0.015
0.019
C.016
0.010
0.012
00300
DO

MG/L

8.5
8.6
8.4

5.6
4.7
2.7
7.0
6.0
3.0
32217
CHLRPHYL
A
UG/L
9.0



3.5



20.5


00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES M1CROMHO
48 SON
50K
50K
50K
36 50K
50K
50K
50K
37 14
13
14















00400
PH

SU
6.00
5.90
6.10
6.20
5.30
5.40
5.40
5.30
6.20
5.70
5.6C















00410
T ALK
CAC03
MG/L
10K
10K
10K
10K
10K
10K
10K
10K
10K
10K
10K















00610
NH3-N
TOTAL
MG/L
0.080
0.090
0.070
0.080
0.120
0.110
0.140
0.180
0.080
0.070
0.100















00

00625
TOT
N
KJEL

MG/L
0
0
0
0
0
0
0
0
0
0
0















.500
.400
.400
.300
.400
.300
.400
.600
.900
.400
.600
















00630
N02&N03
N-TOTAL
MG/L
0.710
0.720
0.670
0.710
0.100
0.110
0.110
0.130
0.060
0.060
0.060
















00671
PHOS-DIS
ORTHO
MG/L P
0.004
0.004
0.004
0.005
0.005
0.005
0.007
0.005
0.016
0.010
0.010















          K ViLlJE KNOWN TO BE
          LESS fHi,N INOICwIEu

-------
STORE! RETRIEVAL DATE 76/04/27
                                                                  450803
                                                                 34 28 07.0  080  10  13.0  3
                                                                 LAKE ROBINSON
                                                                 45025   SOUTH CAROLINA
                                                                                          030791
                                                                 11EPALES              2111202
                                                                  0009 FEET   DEPTH  CLASS 00
DATE
FROM
TO
73/03/22

73/07/06


73/09/21


DATE
FROM
TO
73/03/22

73/07/06


73/09/21

TIME
OF
DAY
12 55
12 55
09 50
09 50
U9 50
13 35
13 35

TIME
OF
DAY
12 55
12 55
09 50
09 50
09 50
DEPTH
FEET
0000
0005
0000
0006
0010
0000
0007

DEPTH

FEET
0000
0005
0000
0006
0010
13 35 0000
13 35
0007
00010
MATER
TEMP
CENT
12.9
12.9
33.0
30.6
26.4
31.1
23.2
00665
PHOS-TOT

MG/L P
0.012
0.012
0.023
0.014
0.018
0.014
0.012
00300
DO
MG/L

8.

6.
5.
7.
5.
32217
00077 00094
TRANSP CNOUCTVY
SECCHI FIELD
INCHES MICROMHO
48
6
36
0
2
8 42
6

50K
50K
50K
50K
50K
12
9

00400 00410
PH T ALK
CAC03
SU
6.60
6.10
5.40
5.50
5.50
6.3C
5.70

MG/L
10K
10K
10K
10K
10K
10K
10K

00610 00625 00630 00671
NH3-N TOT KJEL N02&N03 PHOS-DIS
TOTAL N N-TOTAL ORTHO
MG/L
0.100
0.080
0.120
0.080
0.120
0.090
0.060

MG/L MG/L
0.400 0.750
0.400 0.720
1.000 0.110
0.300 0.080
0.300 0.120
0.900 0.080
0.400 0.070

MG/L P
0.004
0.002
0.006
0.005
0.005
0.011
0.011

CHLRPHYL
A
UG/L
1.

1.


11.



4

5


9























































         K VALUE KNOrfN TO BE
         LESS THAN INDICATED

-------
       APPENDIX  E
TRIBUTARY and WASTEWATER
  TREATMENT PLANT DATA

-------
STORET RETRIEVAL DATE 76/04/27
                                                                  4508A1
                                                                 34 24 00.0 060 09 00.0 4
                                                                 BLACK CREEK
                                                                 45      ?.5 LK ROBINSON
                                                                 0/ROBINSON LAKE          030791
                                                                 RO BRDG AT GAGING STATION BELO DAM
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/08
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/01/21
74/02/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10 07
16 35
17 38
10 30
17 45
10 00
10 10
17 45
17 45
10 15
14 00
13 30
13 30
17 45
13 15
MG/L
0.034
0.020
0.018
0.027
0.052
0.052
0.014
0.010K
0.011
0.012
0.024
0.036
0.048
0.032
0.028
MG/L
0.290
0.280
0.320
0.290
0.520
0.840
0.330
0.390
0.580
0.480
0.350
0.800
0.400
0.100K
0.400
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.013
0.011
0.021
0.034
0.046
0.029
0.040
0.029
0.032
0.067
0.020
0.052
0.020
0.012
0.020
MG/L P
0.006
0.012
0.010
0.005K
0.006
0.008
0.010
0.006
0.005K
0.005K
0.012
0.008
0.008
0.008
0.005
MG/L P
0.015
0.015
0.010
0.010
0.015
0.020
0.015

0.015
0.025

0.020
0.015
0.025
0.006
   K  VflLUt" KNOWN TO BE
   LESS  THuN  INDICATED

-------
STORE! RETRIEVAL DATE 76/04/27
                                                                  450BA2
                                                                 34. 35 30oO 080 11 OOcO 4
                                                                 bLACK CREEK
                                                                 45      7o5 MIDDENOORF
                                                                 I/ROBINSON LAKE          030791
                                                                 US RT 1 3RUG 2 MI N OF LAKE
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/0*
73/06/09
73/07/08
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/01/21
74/02/10
00630 00625
TIME DEPTH N03&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
11 00
17 05
18 40
11 25
18 35
10 35
11 05
18 45
18 45
10 54
14 55
14 ^5
14 35
18 35
14 15
MG/L
0.046
0.010K
0.016
0.010K
0.025
0.044
0.056
0.042
0.050
0.023
0.036
0.048
0.028
0.064
0.008
MG/L
0.140
0.290
0.170
0.460
1.200
0.440
0.460
0.370
0.600
1.150
0.150
0.500
0.200
0.100K
0.300
00610 00671 00665
NH3-N PHOS-DIS PhOS-TOT
TOTAL ORTHO
MG/L
0.018
0.017
0.017
0.020
0.190
G.029
0.060
0.032
0.072
0.035
0.008
0.120
0.012
0.020
0.010
MG/L P
0.005K
0.008
0.005K
0.005K
0.022
0.006
0.010
0.005K
0.005K
0.005K
0.008
0.008
0.005K
0.008
0.010
MG/L P
0.005K
0.010
0.010
0.010
0.040
0.020
0.020

0.015
0.015
0.010
0.015
0.010
0.015
0.010
   K  VALUE KNOWN  TO  BE
   LESS  THAN  INDICATED

-------
STORET RETRIEVAL DATE 76/04/27
                                                                  4508B1
                                                                 34 28 00.0 080 10 30.0 4
                                                                 UNNAMED  CREEK
                                                                 45      7.5 LK ROBINSON
                                                                 T/ROBINSON LAKE          030791
                                                                 KO BRDG  ON W SIDE OF LAKE
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00

DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/08
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/01/21
74/02/10

TIME DEPTH
OF
DAY FEET
11 20
17 20
17 50
11 45
17 55
13 15
11 25
19 05
19 10
11 06
15 20
15 20
14 55
18 55
14 45
00630
00625
N02&N03 TOT KJEL
N-TOTAL
MG/L
0.030
0.031
0.081
0.011
0.034
0.016
0.014
0.010K
0.010K
0.021
0.016
0.016
0.052
0.064
0.032
N
MG/L
0.120
0.690
0.960
0.200
0.830
0.290
0.500
0.230
0.460
0.690
0.100K
0.400
0.600
0.100
0.300
00610
NH3-N
TOTAL
MG/L
0.008
0.034
0.100
0.013
0.042
0.025
0.176
0.047
0.028
0.066
0.016
0.100
0.136
0.016
0.015
00671
PHOS-DIS
ORTHO
MG/L P
0.005K
0.007
0.005K
0.005K
0.007
0.006
0.007
0.006
0.006
0.005K
0.005K
0.005K
0.005K
0.005K
0.005
00665
PHOS-TOT

MG/L P
0.005K
0.010
0.020
0.015
0.015
0.025
0.020

0.015
0.015
0.005
0.020
0.015
0.015
0.010
          KNOWN  ro BE
  LESS  THAN  INDICATED

-------
STORE! RETRIEVAL DATE 76/04/27
                                                                  450HC1
                                                                 34 29 OOoO 080 10 30oO 4
                                                                 LOWER ALLIGATOR CREEK
                                                                 45      705 LK ROBINSON
                                                                 T/ROBINSON LAKE          030791
                                                                 RD BRDG NEAR N END OF LAKE ON W SIDE
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00

DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/Od
73/08/02
73/09/0<»
73/10/01
73/H/03
73/12/07
74/01/08
74/01/21
74/02/10

TIME DEPTH
OF
DAY FEET
11 15
17 15
18 00
11 40
18 50
13 00
11 20
18 55
18 55
11 00
15 10
15 00
14 <*S
17 55
14 25
00630
N02&N03
N-TOTAL
MG/L
0.160
0.130
0.390
0.120
0.105
0.110
0.115
0.087
0.100
0.074
0*132
0.116
0.112
0.240
0.184
00625
TOT KJEL
N
MG/L
OclOOK
0.260
0.230
0.180
0.400
1.150
0.380
0.190
0.320
0.920
0.550
0.600
0.200
0.100K
0.300
00610
NH3~N
TOTAL
MG/L
0.010
0.018
0.012
0.006
0.013
0.046
0.030
Oo042
0.021
0.050
0.044
U.168
0.012
0.040
0.030
00671
PHOS-OIS
ORTHO
MG/L P
0.005K
Oo005K
0.005K
0.005K
0.005K
OcOOSK
0.005K
0.005K
0.005K
0.005K
0.005K
0.005K
0.005K
0.005K
0.005
00665
PHOS-TOT

MG/L P
0»005K
0.005K
0.015
0.005K
OoOOSK
0.010
0.005K

0.005K
0.010
0.005K
0.015
0.005K
0.010
0.005K
   K  VALUE KNOWN TO BE
   LESS THAN INDICATED

-------
STORE! RETRIEVAL DATE 76/04/27
                                                                  4506D1
                                                                 34 29 30.0 080 10 00.0 4
                                                                 LITTLE BEAVEROAM BRANCH
                                                                 45      7.5 LK ROBINSON
                                                                 T/R08INSON LAKE          030791
                                                                 RO BRJG NEAR N END OF  LAKE ON E SIDE
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/08
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/01/21
74/02/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET MG/L MG/L
10
17
18
11
18
10
10
18
18
10
14
14
14
18
14
50
00
05
20
22
30
55
35
30
45
45
35
20
25
00
0
0
0
0
0
0
0
0
0
0
.105
.061
.020
.052
.054
.056
.089
.042
.058
.035
0.044
0
0
0
0
.048
.084
.104
.108
0.260
0.510
0.630
0.250
0.780
0.380
0.440
0.370
0.550
0.630
0.150
0.500
0.200
0.200
0.400
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L MG/L P MG/L P
0.014
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
021
039
013
034
024
140
039
031
040
008
068
016
022
045
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
005K
005K
009
005K
007
005K
005K
005K
016
005K
005K
005K
005K
006
005
0
0
0
0
0
0
0

0
0
0
0
0
0
0
.005K
.010
.030
.010
.015
.020
.015

.016
.025
.010
.025
.010
.006
.005K
    K  VflLUE KNOWN  TO  BE
    LESS  THAN  INDICATED

-------
STORET RETRIEVAL DATE 76/04/27
                                                                  4508E1
                                                                 34 28 OOoO 080 09 30«0 4
                                                                 UNNAMED  CREEK
                                                                 45      7o5 LK ROBINSON
                                                                 T/R08INSON LAKE          030791
                                                                 RO BROG  o7 MI SW OF GREEN HILL
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/Ob
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/C1/21
74/02/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10
16
18
11
18
10
10
18
18
10
14
14
14
18
13
45
55
10
10
10
20
45
?5
20
37
35
15
15
15
45
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0031
«023
.046
.022
«016
.012
.021
oOlOK
oOlOK
.OiOK
.012
.014
.032
.028
.020
MG/L
Oe
0.
Oe
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
100K
580
315
420
400
370
750
350
185
820
150
500
400
100K
400
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
Oo
0.
0.
0.
0.
0.
Oo
0.
0.
0.
0.
0.
0.
0.
0.
029
042
008
027
035
066
140
110
120
071
020
036
036
028
035
MG/L P
0.005K
Oo006
0.005K
0.005K
0.011
0.009
0.011
0.016
0.005K
0.007
0.008
0.005K
0.008
0.008
0.005
MG/L P
0
0
0
0
0
0
u

0
0
0
0
0
0
0
.005K
0015
.010
,020
o045
0030
.035

.035
.030
.008
.015
.010
.010
.005K
   K  VALUE KNOWN  TO  BE
   LESS  THAN  INDICATED

-------
STORET RETRIEVAL DATE 76/04/27
                                                                  4508F1
                                                                 34  28  00.0  080  08  30.0  4
                                                                 BIG BEAVERDAM CREEK
                                                                 45       7.5 LK  ROBINSON
                                                                 T/ROBINSON  LAKE          030791
                                                                 RD  BRDG  .6  MI SE OF  GREEN HILL
                                                                 11EPALES             2111204
                                                                  0000  FEET   DEPTH  CLASS 00
DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/08
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/01/21
74/02/10
00630 00625
TIME DEPTH N028.N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10 40
16 50
18 15
11 05
19 20
10 15
10 35
18 15
18 10
10 30
14 25
13 55
14 05
18 05
13 35
MG/L
0.500
0.410
0.010K
0.399
0.027
0.330
0.336
Oo294
0.315
Oo250
Oe336
0.400
0.394
0.
-------
STORET RETRIEVAL DATE 76/04/27
                                                                  4508G1
                                                                 34 25 00.0  080  08 30.0  4
                                                                 POND HOLLOW BRANCH
                                                                 45      7.5 LK  ROBINSON
                                                                 T/ROBINSON  LAKE          030791
                                                                 RD BRDG  1 MI N  OF NEW MARKET
                                                                 11EPALES             2111204
                                                                  0000 FEET   DEPTH  CLASS 00
DATE
FROM
TO
73/02/24
73/03/09
73/03/15
73/04/07
73/05/04
73/06/09
73/07/08
73/08/02
73/09/04
73/10/01
73/11/03
73/12/07
74/01/08
74/01/21
74/02/10
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
10
16
18
10
19
10
10
18
17
10
14
13
13
18
13
30
40
35
55
00
00
20
00
55
20
15
45
50
45
25
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.011
.015
.120
.154
.072
.074
.026
.126
.050
.048
.034
.088
.288
.156
.232
MG/L
0.
0.
0.
1.
1.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
100K
190
560
150
000
420
520
290
230
610
150
300
700
100K
300
00610 00671 00665
NH3-N PHOS-OIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
015
016
007
132
180
092
350
080
147
110
062
0.040
0.
0.
0.
056
016
063
MG/L P
0.005K
0.005K
0.005K
0.006
0.011
0.006
0.005K
0.006
0.006
0.005K
0.005K
0.005K
0.005K
0.005K
0.005K
MG/L P
G
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.005K
.010
.005K
.040
.020
.035
.020
.040
.025
.025
.015
.050
.010
.005K
.035
   K VALUE KNOWN TO bt
   LESS THAN INDICATED

-------
STORE! RETRIEVAL DATE 76/04/27
                                                                  4508AA          IP4508AA     P001200
                                                                 35 45 28.0 080 23 40.0 4
                                                                 PAGELAND
                                                                 45      CHESTERFIELD CO
                                                                 T/LAKE ROBINSON          030791
                                                                 BIG BLACK CREEK
                                                                 •11EPALES             2141204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
73/06/04
73/07/09
73/08/08
73/09/10
73/10/28
74/01/30
74/03/08
74/04/29
74/06/07
74/07/01
74/09/03
TIME DEPTH
OF
DAY

16
15
15
15
11
15
15
11
14
11

FEET

00
00
00
00
00
00
00
00
30
00
00630
N02S.N03
N-TOTAL
MG/L
0.100
0.060
0.270
0.044
0.130
6.800
0.080
0.120
0.040
0.040
0.040
00625
TOT KJEL
N
MG/L
15.000
26.000
11.500
13.800
18.000
1.300
12.000
14.000
13.750
16.000
13.000
00610
NH3-N
TOTAL
MG/L
3.750
1.980
0.170
0.600
0.105
0.080
4.500
5.000
3.900
4.800
0.610
00671
PHOS-DIS
ORTHO
MG/L P
3.320
2.840
2.100
3.120
3.150
3.200
2.100
2.700
2.100
2.400
0.170
00665
PHOS-TOT
50051
FLOW
RATE
MG/L P
4.300
5.300
3.400
4.600
5.250
3.400
2.900
3.750
2.700
3.500
2.500
INST


0
0
0
0
0
0
0
0
0
MGD


.150
.200
.200
.200
.200
.250
.200
.180
.179
50053
CONDUIT
FLOW-MGO
MONTHLY


0
0
0
0
0
0
0
0
0


.150
.175
.175
.175
.185
.250
.175
.200
.200

-------