U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                             REPORT
                                               ON
                                            LAKE ALVIN
                                          Lincoln o
                                           SOITH DAKOTA
                                          EPA REGKY! VIII
                                        WORKING PAPER No, 599
     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
•&G.P.O. 699-440

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                                       REPORT
                                         ON
                                     LAKE ALVIN
                                   Lincom OWTY
                                    SOUTH DAKOTA
                                   [?A REGION VI11
                                WORKING PAPER No, 599
         WITH THE COOPERATION OF THE
SOUTH DAKOTA DEPARTMENT OF ENVIRONMENTAL PROTECTION
                     AND THE
           SOUTH DAKOTA NATIONAL GUARD
                 DECEMBER., 1976

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                               CONTENTS
                                                               Page
  Foreward                                                      ii
  List of South Dakota 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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                          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)J, 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
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 Dakota Departments of
Environmental Protection and Game, Fish and Parks for professional
involvement, to the South Dakota National Guard for conducting the
tributary sampling phase of the Survey, and to those wastewater
treatment plant operators who  voluntarily provided effluent samples.

    Allyn Lockner, Secretary,  and Blaine Barker and Duane Murphy,
Department of Environmental Quality; Douglas Hansen, Department
of Game, Fish and Parks; and James Hayden, Director, State Lakes
Preservation Committee 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 Duane L. Corning, the Adjutant General  of South
Dakota, and Project Officer Colonel Robert D. Chalberg, who directed
the volunteer efforts of the South Dakota National Guardsmen, are also
gratefully acknowledged for their assistance to the Survey.

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                                  tv
                    NATIONAL EUTROPHICATION SURVEY

                              STUDY LAKES

                         STATE OF SOUTH DAKOTA
LAKE NAME

Albert
Alvin
Angostura
Brant
Byron
Clear
Clear
Cochrane
Cottonwood
Deerfield
Enemy Swim
Herman
John
Kampeska
Madison
Mitchell
Norden
East Oakwood
West Oakwood
Pactola
Pickerel
Poinsett
Red Iron South
Richmond
Roy
Sand
Sheridan
Stockdale
East Vermillion
Wall
Waubay
COUNTY

Kingsbury
Lincoln
Fall River
Lake
Beadle
Marshall
Minnehaha
Deuel
Spink
Pennington
Day
Lake
Hamlin
Codington
Lake
Davidson
Hamlin
Brookings
Brookings
Pennington
Day
Brookings,
Marshall
Brown
Marshall
Brown
Pennington
Custer
McCook
Minnehaha
Day
Lake

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                LAKE ALVIN
                Tributary Sampling Site
                Lake Sampling Site
                !      2     ?     4Km.
                             2 Mi.
                     Scale
                                                                                                      43'28 —

                                                                    43'24 —
96'48'
  I
96'44
96'40'
                                                                    96J36

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                                LAKE ALVIN
                             STORE! NO.  4602

I.  CONCLUSIONS
    A.   Trophic Condition:
            Survey data indicate that Lake Alvin is eutrophic.   It ranked
        twelfth in overall  trophic quality when the 31  South Dakota lakes
        sampled in 1974 were compared using a combination of six lake
        parameters*.  Ten of the lakes had less median  total phosphorus,
        11  had less median dissolved phosphorus, all  of the other lakes
        had less median inorganic nitrogen, three had less mean chloro-
        phyll  a_, and 13 had greater mean Secchi disc  transparency.
            Survey limnologists noted littoral beds of  macrophytes and
        abundant zooplankton in July, and surface concentrations of algae
        were observed in September.
    B.   Rate-Limiting Nutrient:
            The algal assay results indicate that the lake was phosphorus
        limited when sampled in April and September.   However, the lake
        data indicate nitrogen limitation in July.
    C.   Mutrient Controllability:
            1.  Point sources—There were no point sources known to be
        impacting Lake Alvin during the sampling year.
            The present phosphorus loading of 1.42 g/m2/yr is nearly
        3.6 times that proposed by Vollenweider (Vollenweider and Dillon,
* See Appendix A.

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1974) as a eutrophic loading (see page 11).
    2.  Non-point sources--Non-point sources accounted for all  of
the total phosphorus load reaching Lake Alvin during the sampling
year.  Ninemile Creek contributed 98.4% of the total load.
    The phosphorus export rate of Ninemile Creek was C kg/kmVyr
(see page 10).  This high rate indicates the possibility of
an unsampled point source impacting this creek.  The town of Harris-
burg is located near Ninemile Creek, but the impact of the community
on the creek is not known.

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS1"
     A.   Lake Morphometry  :
         1.   Surface area:   0.44 kilometers2.
         2.   Mean depth:   3.7 meters.
         3.   Maximum depth:   9.1 meters.
         4.   Volume:  1.628  x 106 m3.
         5.   Mean hydraulic  retention  time:   325  days.
     G.   Tributary and Outlet:
         (See Appendix C  for flow data)
         1.   Tributaries  -
                                               Drainage        Mean flow
             Name                              area  (km2)*     (m3/sec)*
             Ninemile Creek                         108.8          0.058
             Minor tributaries &
              immediate drainage -                   4.8         <0.001
                            Totals                 113.6          0.058
         2.   Outlet -
             Ninemile Creek                         114.0**        0.058
     C.   Precipitation***:
         1.   Year of sampling:  36.8 centimeters.
         2.   Mean annual:  63.9 centimeters.
 t Table of metric conversions—Appendix B.
 tt Murphey, 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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III.   LAKE WATER QUALITY SUMMARY
      Lake Alvin was sampled three times during the open-water season
  of  1974 by means of a pontoon-equipped Huey helicopter.  Each
  time, samples for physical and chemical parameters were collected
  from two or more depths at two 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
  first and last visits, 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 6.1 meters at station
  1  and 1.8 meters at station 2.
      The sampling results are presented in full in Appendix D and
  are summarized in the following table.

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       A.
                                         OF  =^YSI
        Cria^ACTEhiSTICS FO*  ALY!N LAKE
STOKET CODE 4602
TEMP (C)
OISS OXY 
CNDCTVY  IMCROMO)
PH  (STAND UNITS!
TOT ALK  (MG/LI
TOT ?  (MG/LI
ORTHO  P  (MG/LI
N02»N03  
AMMONIA  (MG/LI
KJEL N (M&/L)
INORG  N  (MG/L)
TOTAL  N  (MG/LI
CHLRPYL  A  (UG/LI
SECCHI (METERS)
     RANGE
 10.5  -  11.2
  8.4  -   9.0
 887.  -  918.
  7.9  -   8.0
 l<*8.  -  152.
0.044  - 0.067
0.013  - 0.017
0.560  - 0.640
0.360  - 0.410
1.200  - 1.300
0.980  - 1.000
1.790  - 1.930
  0.9  -   1.2
  1.2  -   2.4
NG ( 4/23/74)
TES
MEAN
10.9
8.8
904.
8.0
150.
0.052
0.015
0.012
0.371
1.260
0.990
1.872
1.0
1.8
MEDIAN
10.9
8.9
904.
8.0
150.
0.047
0.014
0.620
0.360
1.300
0.990
1.8*0
1.0
l.b
2ND SAMPLING ( 7/11/74)
2 SITES
HANGE
24.8
5.6
120o.
3.1
152.
0.09]
0.071
0.090
0.450
1.500
0.870
UYBO
1.9
0.9
- 25. B
6.2
- 1358.
8.4
- 185.
- 0.161
- 0.138
- 0.500
- 1.610
- 2.000
- 1.700
- 2.09Q
6.4
1.8
MEAN
25.3
5.9
1318.
8.3
159.
0.128
0.100
0.397
0.660
1.617
1.077
2.013
4.1
1.4
MEDIAN
25.1
6.0
1337.
8.3
153.
0.128
0.100
0.450
0.500
1.550
0.965
2.000
4.1
1.4
3*0 SAMPLING ( 9/20/74)
2 SITES
MANGE
17.6
8.4
1165.
8.1
158.
0.043
0.004
0.440
0.230
1.300
0.670
1.760
d. 9
0.8
- 18.3
8.8
- 1177.
a. 2
- 160.
- 0.078
- 0.024
- 0.460
- 0.2bO
- 1.600
- 0.720
- 2.050
8.9
1.5
ME Am
18.0
8.6
1172.
B.I
159.
0.056
0.012
0.452
0.245
1.450
0.697
1.902
6.9
1.2
MEOIAN
18.0
8.6
1172.
8.1
160.
0.055
0.011
0.455
0.245
1.450
0.700
1.900
8.9
1.2

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B.  Biological characteristics:
    1.  Phytoplankton -
Sampling
Date
04/23/74
07/11/74
09/20/74
2. Chlorophyll a_ -
Sampling
Date
04/23/74
07/11/74
09/20/74
Dominant
Genera
1. Chroomonas sp.
Total
1. Chroomonas ££.
2. Centric diatoms
3. Aphanizomenon S£.
4. Synedra sp.
5. Schroederia sp.
Total
1. Aphanizomenon sp_.
2. Chroomonas ^p_.
3. Cryptomonas ^p_.
4. Schroederia sp.
Total

Station
Number
1
2
1
2
1
2
Algal Units
per ml
182
182
183
46
23
23
23
298
1,108
623
173
35
1,939

Chlorophyll a
(ug/1)
1.2
0.9
1.9
6.4
8.9
8.9

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C.  Limiting Nutrient Study:

    1.  Autoclaved, filtered, and nutrient spiked -

        a.  April sample -
        Spike (mg/1)

        Control
        0.050 P
        0.050 P + 1.0 N
        1.0 N
        b.  September sample -
Ortho P
Cone, (mg/1)
Inorganic N    Maximum yield
Cone, (mg/1)   (mg/1-dry wt.)
0.015
0.065
0.065
0.015
0.790
0.790
1.790
1.790
0.3
10.5
21.6
0.4
        Spike (mg/1)

        Control
        0.050 P
        0.050 P + 1.0 N
        1.0 N
Ortho P
Cone, (mg/1)

   0.035
   0.085
   0.085
   0.035
Inorganic N    Maximum yield
Cone, (mg/1)   Cmg/1-dry wt.)
    0.740
    0.740
    1.740
    1.740
11.1
22.5
58.1
10.9
    2.  Discussion -

            The control yields of the assay alga, Selenastrum capri-

        cornutum, indicate that the potential primary productivity

        of Lake Alvin was moderate in April and was high in November.

        Also, the significant increases in yield with the addition of

        phosphorus alone indicate that the lake was limited by phos-

        phorus at those times.

            The lake data also indicate phosphorus limitation in the

        spring and fall; i.e., the mean inorganic nitrogen/orthophos-

        phorus ratios were 66/1 and 58/1, respectively.  However, the

        July mean N/P ratio of 11/1 indicates nitrogen limitation at

        that time.

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                                      8

IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the South Dakota
 National Guard collected monthly near-surface grab samples when
 possible from each of the tributary sites indicated on the map
 (page v), except for the high runoff month of June when two samples
 were collected.  Sampling was begun in October,  1974,  and was
 completed in October, 1975.
     Through an interagency agreement, stream flow estimates for the
 year of sampling and a "normalized" or average year were provided by
 the South Dakota 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 annual concentrations and mean annual flows.
 Flow measurements for minor tributaries and immediate drainage were
 negligible, and no loads were calculated.
     No known point sources impacted Lake Alvin during the sampling year.
     A.  Waste Sources:
         1.  Known municipal - None
         2.  Known industrial - None

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     B.   Annual  Total  Phosphorus  Loading -  Average Year:
         1.   Inputs  -
                                               kg  P/      %  of
             Source                             ^r	      total
             a.   Tributaries  (non-point  load)  -
                 Ninemile  Creek                 615       98.4
             b.   Minor tributaries  &  immediate
                 drainage (non-point load)  -
                 None
             c.   Known municipal  STP's -  None
             d.   Septic tanks - Unknown         ?
             e.   Known industrial - None
             f.   Direct precipitation* -        10          1.6
                        Total                  625        100.0
        2.   Outputs -
             Lake outlet - Ninemile Creek       295
        3.   Net annual  P accumulation - 330 kg.
* See Working Paper No. 175.

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                                   10
   C.  Annual Total Nitrogen Loading - Average Year:
       1.  Inputs -
                                             kg N/     % of
           Source                            y_r	     total
           a.  Tributaries  (non-point load) -
               Ninemile Creek                  5,005    91.3
           b.  Minor tributaries & immediate
                drainage  (non-point load)  -
                None
           c.  Known municipal STP's - None
           d.  Septic  tanks - Unknown             ?
           e.  Known industrial - None
           f.  Direct  precipitation* -            475     8.7
                       Total                   5,480   100.0
        2.  Outputs  -
           Lake outlet -  Ninemile Creek        4,160
        3.  Net annual  N accumulation -  1,320  kg.
    D.   Non-point  Nutrient Export by  Subdrainage  Area:
        Tributary                              kg  P/km?7yr     kg N/kma/yr
        Ninemile  Creek                             6               46
* See Working Paper No.  175.

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                                11
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             1.42       0.75        12.5       3.0
    Vollenweider phosphorus loadings
     (g/m2/yr) based on mean depth and mean
     hydraulic retention time of Lake Alvin:
        "Dangerous"  (eutrophic loading)             0.40
        "Permissible"  (oligotrophic loading)       0.20

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                                    12
V.  LITERATURE REVIEWED

    Murphey, Duane B., 1974.  Personal communication (lake morphometry).
        SD Dept. of Env. Prot., Pierre.

    Schmidt, Artwin E., 1967.  Limnology of selected South Dakota lakes.
        MS thesis, SD St. U., Brookings.

    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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                                 13
VI.   APPENDICES
                                 APPENDIX A
                                LAKE RANKINGS

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i_A603  COCHRANE LAKE
4609  COTTONWOOL) LAKE
4610  OEERf IELD RESERVOIR
4611  ENEMY SWIM LAKE
4612  LAKE MERMAN
4613  ST JOHN LAKE
4614  LAKE KAMPESKA
4615  MADISON LAKE
4616  LAKE MITCHELL
««617  LAKE N(WDE.N
4618  OAK400I) LAKE EAST
4614  OAKriOOO LAKE rfEST
462o  PACTOLA RESEKVOIR
4621  PICKE*CL LAKE
463?  LAKE POINbETT
4623  LAKE RED I«ON SOUTH
4624  RICHMOND LAKE
4625  POY LAKE
4626  SAND LAKE
4627  SHERIDAN LAKE
4628  STOCKADE LAKE
MEDIAN-
TOTAL P
0.321
0.067
0.01*
0.19*»
0.443
0.027
1.400
0.037
0.685
0.033
0.037
0.34Q
0.34M
0.22C
0.250
0.099
0.256
0.146
0.181
0.011
0.049
0.115
0.042
0.107
0.03*
0.489
0.053
0.233
MEDIAN
INOHC N
0.170
0.970
0.160
0.130
0.370
U.075
0.270
0.150
0.265
0.080
0.085
0.155
0.080
0.105
0.090
0.085
0.165
0.175
0.135
0.070
0.095
0.315
0.110
0.150
0.070
0.110
0.105
0.150
500-
MEAN SEC
489.111
442.833
423.333
432.833
488.333
430.167
495.333
446.000
490.333
303.333
442.600
485.000
484.400
468.889
445.555
465.833
488.667
4B7.000
485.833
248.444
439.833
468.444
430.333
410.000
431.000
471. BOO
394.000
432.000
MEAN
CHLOPA
106.239
4.700
3.717
34.150
149.350
11.983
691.000
15.683
112.017
3.650
14.200
58.733
120.880
20.567
22.578
14.883
46.800
113.600
159.667
1.478
15.333
40.211
6.883
18.467
13.333
65.790
15.433
?S.fcOQ
MIN DO
*.200
9.400
13.000
11.800
9.003
8.600
7.000
15.000
8.600
15.000
8.200
8.600
9.800
8.200
14.000
13.800
10.000
10.000
9.000
11.000
9.600
10.000
7.600
10.000
11.000
12.800
15.000
iS.Cnn
MEOI
OIS3 0*T'
0.029
0.017
0.005
0.113
0.146
0.009
0.468
O.OOd
0.417
0.022
0.013
0.174
0.025
0.128
0.107
0.015
0.050
0.009
0.021
O.OOb
0.009
0.023
0.010
0.144
0.010
0.288
0.016
ft. 109

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     DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
*629  LAKE

4630  WALL LAKE

46J1  HAUBAV LAKE NOKTH
MEDIAN
TOTAL P
0.211
0.194
0.095
MEDIAN
0.100
0.160
0.145
500-
MEAN SEC
472.833
441.667
469.555
MEAN
CHLOKA
100.800
55.267
127.033
Ib-
MlN DO
9.200
7.400
11.400
MEDIAN
DISS O'UrlC
0.0*2
0.0^6
0.023

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LAKE
CODE
4602
4603
4604
4605
4606
4607
4608
4609
4610
4611
4613
461J
4614
4615
4616
4617
4618
4619
4620
4621
4622
4623
4624
4625
4626
4627
    I
  or LAKES *ITH HIGMEP VALUES »NUMBER OF LAKES *ITH HIGHER  VALUES)

LAKE NAME
LAKE ALBERT
ALVIN LAKE
ANGOSTURA RESE*VOIP
BRANT LAKE
LAKE BYRON
CLEAR LAKE
CLEAR LAKE
COCHRANE LAKE
COTTONtaOOD LAKE
OEERFIELO RESERV01H
ENEMY SWIM LAKE
LAKE HERMAN
ST JOHN LAKE
LAKE KAMPESKA
MADISON LAKE
LAKE MITCHELL
LAKE NOHDEN
OAKWOOO LAKE EAST
OAKrtOOO LAKE WEST
PACTOLA RESERVOIR
PICKEREL LAKE
LAKE POINSETT
LAKE RED IRON SOUTH
RICHMOND LAKE
ROY LAKE
SANO LAKE
SHERIDAN LAKE
     AQE
MEDIAN
TOTAL P
?0 (
67 (
97 1
40 1
10 (
93 <
0 (
83 (
3 <
90 <
80 (
17 <
13 <
33 <
27 <
60 <
23 <
53 <
50 (
100 (
73 (
57 (
77 (
47 (
87 (
7 (
70 <
<
61
20)
29)
12)
3)
28)
0)
25)
1)
27)
24)
5)
4)
10)
8)
18)
7)
16)
15)
30)
22)
17)
23)
14)
26)
2)
21)

MEDIAN
INOBG N
20
0
30
53
3
93
10
40
13
88
82
33
88
65
77
82
23
17
50
98
73
7
58
40
9B
58
65

( 6)
( 0)
( 9)
( 16)
( 1)
( 28)
< 3)
< ID
( 4)
( 26)
( 24)
< 10)
( 26)
< 19)
( 23)
( 24)
( 7)
( 5)
( 15)
( 29)
< 22)
( 2)
( 17)
( 11)
( 29)
( 17)
( 19)
111
500-
MEAN
10
57
87
70
17
83
0
50
3
97
60
27
7
40
53
47
13
20
23
100
67
43
80
90
77
33
93
73
SEC
( 3)
< 17)
( 26)
( 21)
< 5)
( 25)
( 0)
< 15)
( 1)
( 29)
( Id)
( 8)
( 2)
( 12)
( 16)
( 14)
( 4)
< 6)
< 7)
( 30)
( 20)
( 13)
( 24)
< 27)
< 23)
( 10)
( 26)
. __
MEAN
CHLO«A
23 1
90 1
93 (
47 1
7 I
83 i
0
67
20
p 97
77
33
13
57
53
73
40
17
3
100
63
43
87
60
80
30
70
--
1 7)
1 27)
! 28)
1 14)
1 2)
1 25)
I 0)
I 20)
1 6)
( 29)
( 23)
( 10)
( 4)
( 17)
( 16)
( 22)
( 12)
< 5)
( 1)
( 30)
( 19)
( 13)
( 26)
( 18)
« 24)
( 9)
( 21)
< 1"
15-
MIN DO
08 (
63 (
20 (
27 (
73 <
77 1
100 1
5 1
82 1
5 1
88 I
82 I
53 I
88 i
13 i
17 i
45 i
45 I
58 i
35 i
58 i
45 i
93
45 i
35 i
23 i
5 <
r
20)
19)
6)
; 8)
; 22)
: 23>
! 30)
! 0)
! 24)
[ 0)
I 26)
[ 24)
[ 16)
[ 26)
I 4)
E 5)
[ 12)
I 12)
1 17)
E 10)
1 17)
[ 12)
( 28)
I 12)
( 10)
t 7)
( 0)
' 0)
MEDIAN
DISS OftTnO P
60 (
63 (
100 i
23 (
13 (
90 (
0 (
93 (
3 (
53 (
73 t
10 (
43 (
20 (
30 (
70 (
40 <
85 (
57 <
97 (
85 (
47 (
78 (
17 (
78 (
7 (
67 (
-7 (
18)
1*)
30)
7)
4)
27)
0)
28)
1)
16)
22)
3)
13)
6)
9)
21)
12)
25)
17)
29)
25)
14)
23)
5)
23)
2)
20)
-.
INGEA
NO
201
340
427
260
123
51*
110
336
124
430
460
202
217
303
253
349
184
237
241
530
419
242
4/3
299
455
158
370
"5

-------
PERCENT of LAKES «HTH HIGHER VALJES (NUMBER OF  LAKES WITH HIGHEK VALUES.'
CODE  LAKE NAME
4629  LAKE VERMILLION
4630  WALL LAKE
4631  WAUBAY LAKE NORTH
MEOIAN
TOTAL P
37 <
43 (
63 (
ID
13)
19)
MEDIAN

70 < 21)
27 < 8)
47 < 14)
500-
MEAN SEC
30 < 9)
63 < I?)
37 { 11)
MEAN 15-
CHLOtfA
27
37
10
( 8)
( 11)
( 3)
HIN 00
68
97
30
( 20)
< 29)
< 9)
MEDIAN INOE:
OISS ORTnO P
33 (
37 (
50 (
10)
11)
15)
NO
265
304
237

-------
LAKES RANKED BY INOE* NOS.




RANK  LAKE CODE  LAKE NAME
INDEX  NO
1
2
3
4
5
6
7
8
9
10
11
12
13
I*
15
16
17
18
19
20
21
32
83
24
25
26
27

4620
4606
4623
4611
4625
4610
4603
4621
4627
4616
4002
4608
4630
4614
4624
4629
4604
4615
4622
4619
4631
4618
4628
4613
4612
4601
4617
4
PACTOLA RESERVOIR
CLEAR LAKE
LAKE RED IKON SOUTH
ENEMY SWIM LAKE
ROY LAKE
DEERFIELD RESERVOIR
ANGOSTURA RESERVOIR
PICKEREL LAKE
SHERIDAN LAKE
LAKE MITCHELL
ALVIN LAKE
COCHRANE LAKE
MALL LAKE
LAKE KAMPESKA
RICHMOND LAKE
LAKE VERMILLION
BRANT LAKE
MAO I SON LAKE
LAKE POINSETT
OAKWOOD LAKE WEST
riAUBAY LAKE NOHTH
OAKWOOD LAKE EAST
STOCKADE LAKE
ST JOHN LAKE
LAKE HERMAN
LAKE ALBERT
LAKE NORDEN

-------
LAKES RANKED BY INDEX NOS.




rJANK  LAKE CODE  LAKE NAME                INDEX NO






  39  4604       COTTUNWOOCi LAKE            \2<*




  30  4605       LAKE BYRON                 123




  31  4607       CLEAR  LAKE                 110

-------
    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

-------
                                             FLO« INFOKMATIUN FO-> SOUTH DAKOTA
                                                                                05/03/76
LA«E CGuE
D'AI-iAGE
                         
4602A2
  108.8
    5.2
o.O
0.0
0.0
0.0
0.0
0.0
0.035
0.045
0.0
                NORMALIZED FLO«5lCMS)
  A°0     MAr     JUN1     JUL     *Ut>      SE?

0.227   0.142   0.11.3   0.08S   0.028    0.014
0.227   0.142   0.113   0.085   0.028    0.014
0.003   0.003   0.0     0.0     0.0      0.0
  OCT

O.OOo
0.00ft
0.0
                                                                                                                   DEC
0.0
0.0
0.0
0.0
0.0
0.0
 ML AM

0.056
0.058
0.000
                        TOTAL DRAINAGE AREA OF LAKE
                        SUM OF SOB-DRAINAGE AREAS

     MEAN MONTHLY FLOWS AND UAILV FLOWS(CMS)
<»6U2Al
4602A?
            MONTH   YEAP
10
11
12
1
2
3
ft
5
6
7
9
9
10
11
1?
1
2
3
U
5
6
7
8
9
10
11
1?
1
?
3
it
5
6
7
8
9
74
Tt
74
75
75
75
75
75
75
75
75
75
74
74
74
75
75
75
75
75
75
75
75
75
74
T*
74
75
75
75
75
75
75
75
75
75
                 MEAN FLOW  OAT-
0.0
0.0
0.0
0.0
0.0
0.057
0.085
0.028
0.014
0.0
0.227
0.014
0.0
0.0
0.0
0.0
0.0
0.023
0.085
0.014
0.003
0.0
0.113
0.006
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.014
0.0
13
10
8
19
1
23
h
18
J
20
23
20
13
10
8
19
1
23
4
18
3
20
23
20












                                                  0.011
                                               1U.O
                                               llfc.O
                                                      TOTAL FLOW  IN
                                                      TOTAL FLO*  OUT
                                                                     0.71
                                                                     0.70
                           FLOW  DAY

                          0.0
                          0.0
                          0.0
                          0.0
                          0.0
                          O.OS7
                          0.1*2
                          0.057
                          0.003    a
                          0.014
                          0.085
                          0.011
                          0.0
                          0.0
                          0.0
                          0.0
                          0.0
                          0.065
                          0.170
                          0.028
                          0.01<>    6
                          0.0
                                     FLOW  OAY
                                                                                       FLOW
                                                                    0.003
                                                                    0.014

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
ST03ET RETRIEVAL DATE 76/05/03
                                                                 4b0201
                                                                43  26  15.0  096  36  30.0  4
                                                                ALVIN  LAKE
                                                                46063    SOUTH DAKOTA
                                                                                          090791
                                                                 11EPALES              2111202
                                                                  0022  FEET  DEPTH   CLASS  00

DATE
FRO*
TO
7-./04/23


74/07/11



74/09/20


DATE
FROM
TO
74/04/23


74/07/11



74/09/20





TIME DEPTH
OF
DAY FEET
13 00 0000
13 00 0005
13 00 0017
16 00 0000
16 00 OOOS
16 00 0015
16 00 0020
15 15 0000
15 15 0015

TIME DEPTH
OF
DAY FEET
13 00 0000
13 00 0005
13 00 0017
16 00 0000
16 00 0005
16 00 0015
16 00 0020
15 15 0000
15 15 0002
15 15 0008
15 15 0014
15 15 0015
00010
HATER
TEMP
CENT
10. a
10.6
10.5
25.1
25.1
24.8

18.3
18.3
00665
PHOS-TOT

MG/L P
0.044
0.045
0.047
0.128
0.091
0.136
0.161
0.043



0.05?
00300
DO

MG/L

9.0
8.4
6.0
6.2
5.6

8.4
8.8
32217
CHLRPHYL
A
UG/L
1.2


1.9



8.9




00077
TRANSP
SECCHI
INCHES
96


72



60

00031
INCDT LT
REMNING
PERCENT








50.0
5.0
1.0

00094
CNDUCTVY
FIELD
M1CROMHO
892
892
887
1337

1327
1208
1177
1175
















00400
PH

su
8.00
7.95
7.95
8.30
8.20
8.10

8.15
8.21
















00410
T ALK
CAC03
MG/L
148
148
150
152
152
153
185
160
159
















00610
NH3-N
TOTAL
MG/L
0.360
0.360
0.360
0.480
0.480
0.520
1.610
0.240
0.230
















00625
TOT KJEL
N
MG/L
.300
.300
.200
.500
.500
.500
2.000
.600
.400
















00630
N02&N03
N-TOTAL
MG/L
0.620
0.630
0.640
0.480
0.490
0.500
0.090
0.450
0.440
















00671
PHOS-UIS
ORTHU
MG/L P
0.013
0.014
0.014
0.105
0.071
0.099
0.138
0.00-4
0.011

















-------
STORET RETRIEVAL DATE 76/05/03
                                                                  460202
                                                                 43 26 00.0 096 38 00.0 4
                                                                 ALVIN LAKE
                                                                 46053   SOUTh DAKOTA
                                                                                          090791
                                                                 11EPALES             2111202
                                                                  0010 FEET  DEPTH  CLASS 00

DATE
FROM
TO
74/04/33


74/07/11

7«»/09/20


DATE
FROM
TO
74/04/33

74/07/11

74/09/20


TIME DEPTH
OF
DAY FEET
13 20 0000
13 20 0002
13 20 0006
15 45 0000
15 45 0006
15 00 0000
15 00 0006

TIME DEPTH
OF
DAY FEET
13 20 0000
13 20 0006
15 45 0000
15 45 0006
IS 00 0000
15 00 0006
00010
WATER
TEMP
CENT
11.2
11.2
11.1
25.8
25.7
17.8
17.6
00665
PHOS-TOT

MG/L P
0.058
0.067
0.128
0.122
0.058
0.078
00300
DO

MG/L

8.8
9.0
5.8
6.0
8.6
8.6
32217
CHLRPHYL
A
UG/L
0.9

6.4

8.9

00077
TRANSP
SECCHI
INCHES
48


36

31

00031
INCDT LT
REMNING
PERCENT






00094
CNDUCTVY
FIELD
MICROMHO
918
918
916
1358
1358
1165
1169










00400
PM

SU
8.00

8.00
8.40
8.30
8.07
8.09










00410
T ALK
CAC03
MG/L
151

152
152
158
158
160










00610
NH3-N
TOTAL
MO/L
0.400

0.410
0.450
0.540
0.260
0.250










00625
TOT KJEL
N
MG/L
1.200

1.300
1.600
1.600
1.300
1.500










00630
N02&N03
N-TOTAL
MG/L
0.590

0.580
0.420
0.400
0.460
0.460










00671
PnOS-DIS
0«THO
MG/L P
0.016

0.017
0.088
0.102
0.011
0.024











-------
  APPENDIX E
TRIBUTARY DATA

-------
STORE! rfETSIEVAL DATE 76/05/0*
  DATE   TIME DEPTH N02&N03
  FSOM    or
   TO    DAY  FEET
75/03/23
75/04/06
75/05/18
75/06/03
75/06/08
75/07/20
75/08/23
75/09/20
75/10/05
10 00
09 05
09 45
14 10
09 25
12 50
14 05
09 20
10 10
                                                                  46J2A1
                                                                 
0.110
C.100
0.140
0.070
0.390
0.160
0.180
0.110
0.180
  K  VALUE KixOWN TO BE
  LESS THAN  INDICATED

-------
ST3RET RETRIEVAL DATE 76/05/0^
                                                                 43 25 SO.O  096 38 00.0 4



DATE
FPQM
TO
75/03/23
75/04/04
75/05/18
75/06/03
75/06/06
75/07/20
75/08/23
75/09/20
75/10/05



TIME DEPTH
OF
UAY FEET
09 50
09 00
09 55
13 50
09 45
10 35
13 50
09 10
10 00


00630
N02&N03
N-TOTAL
MG/L
1.005
1.570
0.005
0.025
0.015
0.005
0.890
0.060
0.050


00625
TOT KJEL
N
MG/L
1.900
2.200
2.600
3.450
2.700
1.550
2.700
2.400
1.500


00610
NH3-N
TOTAL
MG/L
0.462
0.800
0.045
0.075
0.040
0.025
0.085
0.075
0.085


00671
PHOS-DIS
OHTHO
MG/L P
0.135
0.490
0.030
0.075
0.045
0.030
0.590
0.020
0.030
46 7.5
T/6LVIN LAf>
SEC *0 BtfOG
HE^ALES
0000 FEET
00665
PHOS-TOT

MG/L P
0.1 90
0.560
0.240
0.440
0.382
0.170
0.780
0.120
0.140
                                                                                          090791
                                                                             3 MI  E OF
                                                                                      2111204
                                                                             DEPTH  CLASS 00

-------
STCHET
DATE 7b/os/u«i
                                                 43 20 35.0 096 3S- 50.0 4
                                                 46      LINCOLN CO riwr
                                                 T/ALVlN I_A-\E              090792
                                                 SEC -<0 riROG .8 MI * OF SD HWY  11
                                                 11EPALES             2111204
                                                  oooo FEET  DEi'Tr  CLASS  oo
DATE
FROM
TO
74/10/12
74/11/10
74/12/08
75/03/23
75/04/06
75/05/18
75/06/03
75/06/08
75/07/20
75/08/23
75/09/20
75/10/05
00630 00625
TIME OEPTri N02&N03 TOT KjEL
OF N-TOTAL N
DAV FEET
13
10
10
10
09
10
14
10
13
11
10
10
15
35
50
45
40
40
30
30
30
40
00
40
MG/L
0.144
0.208
0.416
0.975
O.B60
0.020
0.040
0.015
0.115
0.260
0.090
0.155
MG/L
0.300
1.400
1.700
1.450
2.100
0.550
0.650
1.150
1.350
2.700
0.700
0.700
00610 00t>71 00665
Nri3-N PnOS-OIS PrlOS-TOT
TOTAL OHTHO
MG/L
0.075
0.170
0.460
0.444
0.375
0.055
0.04Q
0.045
0.095
9.110
0.050
0.040
MG/L P
0.020
0.055
0.012
0.033
0.060
0.015
0.020
0.020
O.OSO
0.675
0.010
0.065
MG/L P
O.C55
0.170
0.030
0.120
0.140
0.120
C.170
o.oao
0.230
0.750
0.480
0.120

-------
STOnET RETRIEVAL DATE 76/05/04
                                                                  43 <>0  35.0  096 32 20.0 4
                                                                  UNNAMED  CREEK
                                                                  46      LINCOLN CO HwY
                                                                  T/flLVIN  LAnE              090791
                                                                  SEC Kl> BRUG 4.5 Ml Nt OF CANTON
                                                                   0000  FEET   DEPTH  CLASS 00

DATE
FROM
TO
75/03/23
75/04/06
75/06/03
75/08/23

TIME DEPTH
OF
DAY FEET
10 20
09 25
14 50
14 30
00630
N02&N03
N-TOTAL
MG/L
1.665
1.400
0.040
0.375
00625
TOT KJEL
N
MG/L
0.950
1.050
0.350
1.800
00610
NH3-N
TOTAL
MG/L
C.I 29
0.055
0.045
0.230
00671
pHos-ors
ORTnO
MG/L P
0.089
0.055
0.010
0.210
0066S
PhOS-TOT

M&/L P
0.130
0.060
0.120
0.250

-------