U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                            REPORT
                                             ON
                                         ALLIGATOR LAKE
                                        CQLlfBIA COUWY
                                           FLORIDA
                                          REGION IV
                                      WORKING PAPER No, 243

     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
•&G.P.O. 699-440

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                                                                                  C-
                                                     REPORT
                                                       ON
of                                               AHIGATOR LAKE
£                                              COLUMBIA COUNTY
                                                    FLORIDA
                                                   REGION IV
                                             WORKING PAPER No, 243
                             WITH THE COOPERATION OF THE
                   FLORIDA DEPARTTCNT OF ENVIRONMENTAL REGULATION
                                      AND THE
                               FLORIDA NATIONAL GUARD
                                   OCTOBER, 1977

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                                   CONTENTS
                                                         Page
  Fo rev/o rd                                                ii
  List of Florida Study Lakes                             iv
  Lake and Drainage Area Map                              v

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

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                                11
                         F 0  R  F: W 0 R D
    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 [§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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                                    Ill
    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 Florida Department of Environ-
mental Regulation for professional involvement and to the Florida
National Guard for conducting the tributary sampling phase of the
Survey.

    Joseph W. Landers, Jr., Secretary of the Department of Environ-
mental Regulation; John A Redmond, former Director of the Division
of Planning, Technical Assistance, and Grants; and Dr. Tim S. Stuart,
Chief of the Bureau of Water Quality, provided invaluable lake docu-
mentation and counsel during the survey, reviewed the preliminary
reports, and provided critiques most useful in the preparation of this
Working Paper series.

    Major General Henry W. McMillan (Retired), then the Adjutant
General of Florida, and Project Officer Colonel Hugo F. Windham,
who directed the volunteer efforts of the Florida National Guard,
are also gratefully acknowledged for their assistance to the Survey.

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                                    IV
                      NATIONAL EUTROPHICATION SURVEY

                               STUDY LAKES
                             STATE OF FLORIDA
LAKE NAME

Alligator
Apopka
Banana
Crescent
Doctors
Dora
East Tohopekaliga
Effie
Eloise
George
Gibson
Glenada
Griffin
Raines
Hancock
Horseshoe
Howell
Istokpoga
Jessie
Jessup
Kissimmee
Lawne
Lulu
Marion
Minnehaha
Minneola
Monroe
Munson
Okeechobee

Poinsett
Reedy
Semi nole

Semi nole
South
Talquin
Tarpon
Thonotosassa
Tohopekaliga
Trout
Weohyakapka
Yale
COUNTY

Columbia
Lake, Orange
Polk
Flagler, Putnam
Clay
Lake
Osceola
Polk
Polk
Putnam, Volusia
Polk
Highlands
Lake
Polk
Polk
Seminole
Orange, Seminole
Highlands
Polk
Seminole
Osceola
Orange
Polk
Polk
Orange
Lake
Seminole, Volusia
Leon
Glades, Hendry, Martin,
 Okeechobee, Palm Beach
Brevard, Orange, Osceola
Polk
Jackson, FL; Decatur,
 Seminole, GA
Pinellas
Brevard
Gadsden, Leon
Pinellas
Hillsborough
Osceola
Lake
Polk
Lake

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ALLIGATOR  LAKE
    Tributary Sampling Site
 X  Lake Sampling Site
    Sewage  Treatment Facility
Map Location

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                              ALLIGATOR LAKE
                             STORE! NO. 1201

I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Alligator Lake is hypereutrophic.
        It ranked 36th when the 41 Florida lakes sampled in 1973 were
        compared using a combination of six parameters*.  Thirty of the
        lakes had less median total phosphorus, 33 had less median dis-
        solved phosphorus, 27 had less and three had the same median
        inorganic nitrogen, 33 had less mean chlorophyll a^, and 28 had
        greater mean Secchi disc transparency.  Depression of dissolved
        oxygen at depths less than two meters occurred at station 1 in
        March and November.
            Survey limnologists noted dense algal  blooms and much emer-
        gent vegetation along the shorelines during sampling.  Chloro-
        phyll a_ values ranging from 19.4 to 231.1  yg/1, high phytoplankton
        counts (see page 7), and Secchi disc transparencies of less than
        one meter confirm the over-enriched condition of this lake.
    B.  Rate-Limiting Nutrient:
            The algal assay results indicate that Alligator Lake was
        limited by nitrogen at the time the assay sample was collected
        (03/07/73).   The lake data indicate nitrogen limitation at the
        other sampling times as well.
* See Appendix A.

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                                 2
C.  Nutrient Controllability:
        1.  Point sources--It is estimated that during the sampling
    year, almost 71% of the total phosphorus and 52% of the total
    nitrogen inputs to Alligator Lake were contributed by the  Lake
    City wastewater treatment plant which indirectly discharged  to the
    lake by way of Unnamed Creek C-l.
        The sampling year phosphorus loading of 15.63 g/m2 is  nearly
    24 times that proposed by Vollenweider (Vollenweider and Dillon,
    1974) as a eutrophic loading.  However, even complete removal of
    the proportionately large point-source phosphorus contribution
    would still leave a loading of 4.59 g/m2/yr (seven times the
    eutrophic level); and, although the critical  level  for Florida
    lakes may be somewhat higher than that suggested by Vollenweider
    (see page 13), it does not seem likely that point-source phos-
    phorus control would result in a significant improvement of  the
    trophic condition of the lake.
        The somewhat limited Survey data indicate nitrogen enrichment
    may be contributing to the eutrophication of Alligator Lake.
    However, a more intensive study of the nitrogen budget of  the lake
    is needed for an assessment of the effects of point-source nitrogen
    control.
        2.  Non-point sources — It is estimated that non-point  sources
    contributed 29% of the total phosphorus load and nearly 48%  of the
    total nitrogen load to Alligator Lake during the sampling  year.  The

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                             3
largest contributions were from minor tributaries  and  immediate
drainage which accounted for just over 22% of the  phosphorus
load and 36% of the nitrogen load.
    The 1962 Lake City East and Lake City West U.S.G.S. quad-
rangle maps indicate that land use around the lake is  predominantly
urban.

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS1"

     A.   Lake Morphometry  :

         1.   Surface area:   1.37 kilometers2.

         2.   Mean depth:   1.5 meters.

         3.   Maximum depth:   2.4 meters.

         4.   Volume:  2.055  x 106 m3.

         5.   Mean hydraulic  retention  time:   50 days.

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

         1.   Tributaries  -

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

             Unnamed Creek   A-l                    2.1            0.02
             Unnamed Creek   B-l                    2.1            0.02
             Unnamed Creek   C-l                    4.7            0.12
             Minor tributaries  &
              immediate drainage -                29.6            0.32

                              Totals              38.5            0.48

         2.   Outlet -

             No surface outlet (seepage).          39.9**          0.48**

     C.   Precipitation***:

         1.   Year of sampling:   153.6  centimeters.

         2.   Mean annual:  129.6 centimeters.
 t Table of metric  conversions—Appendix B.
 tt Surface area calculated from U.S.G.S.  maps;  depths  estimated  from
    soundings  reported in Appendix D.
 * For limits  of accuracy,  see Working Paper No.  175,  "...Survey  Methods,
   1973-1976".
 ** Includes area of lake;  since the lake  level  is  relatively constant,
    seepage outflow is assumed to equal  the  sum  of  inflows.
 *** See Working Paper No.  175.

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                                       5
III.   LAKE WATER QUALITY SUMMARY
      Alligator Lake was sampled three times  during  1973  by  means of  a
  pontoon-equipped Huey helicopter.   Each  time,  samples for  physical  and
  chemical parameters were collected  from  two stations on the  lake and
  from one or more depths at each station  (see map,  page  v).   During
  each visit, a single depth-integrated (near bottom to surface) sample
  was composited from the stations for phytoplankton identification and
  enumeration; and during the first visit,  a  single  18.9-liter depth-
  integrated sample was composited for algal  assays. Also each time,
  a depth-integrated sample was  collected  from each  of the stations for
  chlorophyll ^analysis.  The maximum depth  sampled at station 1 was 1.5
  meters;  only near-surface samples were taken at  station 2.
      The  sampling results are presented in full in  Appendix D and
  are summarized in the following table.

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PARAMETER

TEMP (C)

DISS OXY (MG/L)

CNOCTVY (MCROMO)

PH (STAND UNITS)

TOT ALK (MG/L)

TOT P (MG/L)

ORTHO P (MG/L)

N02+N03 (MG/L)

AMMONIA (M&/L)

KJEL N  (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A (UG/L)

SECCHI  (METERS)
       A. SUMMARY OF PHYSICAL AND


       1ST SAMPLING ( 3/ 7/73)

             2 SITES

     KANGE        MEAN   MEDIAN

 19.9  -  2-l»3    20.8    21.3

  1.4  -   8.5     5.2     r>.2

 110.  -  ItO.    157.    180.

  7.b-   7.9     7.7     7.7

  24.  -   46.     3b.     43.

0.204  -.1.240   0.888   1.220

0.127  - l.OOu   0.6al   0.91fc>

0.080  - 0.290   0.207   0.250

u.07u  - 0.330   0.207   0.
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B.  Biological characteristics:

    1.  Phytoplankton -
        Sampling
        Date

        03/07/73
        08/31/73
        11/05/73
    2.   Chlorophyll  a_ -

        Sampli ng
        Date

        03/07/73
        08/31/73
        11/05/73
Dominant
Genera

1.  Flagellates
2.  Cryptomonas sp.
3.  Crucigenia sp.
4.  Scenedesmus sp.
5.  Coelastrum sp.
    Other genera

            Total

1.  Chroococcus sp.
2.  Cyclotella sp.
3.  Oscillatoria sp.
4.  Microcystis sp.
5.  Anabaena sp.
    Other genera

            Total

1.  Melosira sp.
2.  Oscillatoria sp.
3.  Anabaena sp.
4.  Aphanocapsa sp.
5.  Flagellates
    Other genera

            Total
Station
Number

   1
   2

   1
   2

   1
   2
    Algal Units
    per ml	
       7,497

       9,623
       5,667
       3,657
       3,291
       2,742
      16,573

      41,553

      16,084
      11,628
       1,163
         967
         967
       4.636

      35,445
Chlorophyll
(yg/1)

    25.6
    19.4

    80.4
   231.1

    49.2
   120.7

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                                 8
C.  Limiting Nutrient Study:
    1.   Autoclaved, filtered, and nutrient spiked -
                         Ortho P          Inorganic N    Maximum yield
        Spike (mg/1)     Cone, (mg/1)     Cone,  (mg/1)    (mg/l-dry  wt.)
        Control              0.600             0.444         14.5
        0.050 P             0.650             0.444         14.2
        0.050 P + 1.0 N     0.650             1.444         31.3
        1.0 N               0.600             1.444         31.8
    2.   Discussion -
            The control yield of the assay alga,  Selenastrum capri-
        cornutum, indicates that the potential  primary  productivity
        of Alligator Lake was very high at the time the sample  was
        collected (03/07/73).  Also, the lack of significant change
        in yield with the addition of orthophosphorus until  nitrogen
        was also added shows  that the lake was nitrogen limited when
        sampled.  Note that the addition of nitrogen alone produced
        a yield much greater  than the control.
            Nitrogen limitation is also indicated by the lake data;
        i.e., the mean inorganic nitrogen to orthophosphorus ratios
        were less than 1 to 1 at all sampling times.

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IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the Florida  National
 Guard collected monthly near-surface grab samples  from each  of the
 tributary sites indicated on the map (page v).   Sampling  was begun
 in March, 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 Florida District Office of the U.S.  Geological  Survey for the
 tributary sites nearest the lake.
     In this report, nutrient loads for tributaries A-l  and B-l  were
 determined by using a modification of a U.S.  Geological Survey computer
 program for calculating stream loadings*.  Outlet  nutrient loads were
 estimated using mean nutrient concentrations  in the lake  and the assumed
 seepage outflow.
     Nutrient loads from the Lake City wastewater treatment plant exceeded
 the loads measured in Unnamed Creek C-l,  and  the background  loads for
 this stream and the unsampled "minor tributaries and immediate drainage"
 (ZZ of U.S.G.S.)  were estimated using the means of the nutrient loads,
 in kg/km2/yr,  at stations A-l  and B-l and multiplying the means by the
 C-l and ZZ areas  in km2.
     The operator of the Lake City wastewater  treatment plant provided
 monthly effluent samples  and corresponding flow data.
 * See Working Paper No.  175.

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                                    10
    A.  Waste Sources:
        1.  Known municipal -

        Name
        Lake City*
        Woodland Grove
         SD**
        2.  Known industrial - None
Pop.
Served
11,725
Treatment
trickling
filter
Mean Flow
(m3/d)
7,917.8
Receiving
Water
Unnamed Creek C-l
* Treatment plant questionnaire.
** Effluent does not reach Alligator Lake; Haltiwanger, 1975.

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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) -
                Unnamed Creek A-l                205           1.0
                Unnamed Creek B-l                470           2.2
                Unnamed Creek C-l                755           3.5
            b.  Minor tributaries & immediate
                 drainage (non-point load) -   4,800          22.4
            c.  Known municipal STP's -
                Lake City                     15,130          70.6
            d.  Septic tanks* -                    5          <0.1
            e.  Known industrial - None
            f.  Direct precipitation** -      	§0_           0.3
                        Total                  21,425         100.0
        2.  Outputs -
            Seepage                           11,875
        3.  Net annual P accumulation - 9,550 kg.
* Estimate based on 15 lakeshore dwellings; see Working Paper No. 175.
** Brezonik and Shannon, 1971.

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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) -
                Unnamed Creek A-l              2,215           2.7
                Unnamed Creek B-l              2,005           2.4
                Unnamed Creek C-l              4,725           5.7
            b.  Minor tributaries & immediate
                 drainage (non-point load) -  29,950          36.0
            c.  Known municipal STP's -
                Lake City                     43,385          52.1
            d.  Septic tanks* -                  160           0.2
            e.  Known industrial - None
            f.  Direct precipitation** -         795           0.9
                        Total                 83,235         100.0
        2.  Outputs -
            Seepage                           43,140
        3.  Net annual N accumulation - 40,095 kg.
     D.  Non-point  Nutrient  Export by Subdrainage Area:
        Tributary                             kg P/km2/yr    kg N/km2/yr
        Unnamed Creek A-l                          98           1,055
        Unnamed Creek B-l                         224             955
* Estimate based on 15 lakeshore dwellings; see Working Paper No. 175.
** Brezonik and Shannon, 1971.

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                                13
E.   Yearly Loads:
        In the following table,  the existing phosphorus  loadings
    are compared to those proposed by Vollenweider (Vollenweider
    and Dillon, 1974).   Note,  however, that Florida lakes  may be
    able to assimilate phosphorus at a somewhat higher level  than
    that suggested by Vollenweider (Shannon and Brezonik,  1972).
        Essentially, Vollenweider's "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".
        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             15.63      6.97        60.8        29.3
    Vollenweider phosphorus loadings
     (g/m2/yr) based on estimated mean depth and
     hydraulic retention time of Alligator Lake:
        "Dangerous"  (eutrophic loading)          0.66
        "Permissible"  (oligotrophic loading)     0.33

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                                    14

V.  LITERATURE REVIEWED

    Brezonik, Patrick L., and Earl E. Shannon, 1971.  Trophic state of
        lakes in north central Florida.  Publ. No. 13, Water Resources
        Res. Ctr., U. of FL, Gainesville.

    Haltiwanger, Joe, 1973.  Personal communication (Woodland Grove STP
        location).  Lake City.

    Shannon, Earl E., and Patrick L. Brezonik, 1972.  Relationships between
        lake trophic state and nitrogen and phosphorus loading rates.  Env.
        Sci. & Techn. 6 (8): 719-725.

    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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                                   15
VI.   APPENDICES
                            APPENDIX A
                           LAKE RANKINGS

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LAKE DATA TO BE USED IN RANKINGS
LA^E
CODE  LAKE NAME
1201  ALLIGATOR LAKE
1202  LAKE APOPKA
1203  LAKE BANANA
1206  LAKE CRESCENT
1207  DOCTORS LAKE
120>i  LAKE DORA
1209  LAKE EFFIE
1210  LAKE GEORGE
1211  LAKE GIdSON
1212  GLENADA LAKE
1214  LAKE GRIFTIN
1215  LAKE HAINES
1217  LAKE HANCOCK
1219  LAKE HORSESHOE
1220  LAKE MOWELL
1221  LAKE ISTOKPOGA
1223  LAKE JESSUP
1224  LAKE KISSIMMEt
1227  LAKE LULU
1228  LAKE MARION
1229  LAKE MINNEHAHA
1230  LAKE MINNEOLA
1231  LAKE MONROE
1232  LAKE OKEECHOdEE
123*  LAKC POINSETT
1236  LAKE PFEDY
1238  LAKE SOUTH
MEDIAN
TOTAL P
0.&2C
0.10?
0.660
0.065
0.084
0.10?
1.480
0.129
0.167
0.134
0.119
0.063
0.772
0.034
1.260
0.039
0.49?
0.034
1.490
0.044
0.038
o.oia
0.139
0.063
c.oes
0.033
0.074
MEDIAN
INO^G N
0.260
0.230
0.260
0.130
0.120
0.240
0.410
0.165
0.115
0.165
0.260
0.115
0.195
0.130
0.285
0.120
0.290
0.145
1.065
0.260
0.080
0.070
0.300
0.185
0.150
0.330
0.130
500-
MEAN StC
474.000
484. 1 76
482.667
473.889
465.555
482.889
489.000
469.308
470.000
454.167
481.333
462.667
483.500
459.000
464.000
464.222
487.000
463.667
483.000
468.833
43b.OOO
406.333
474.555
472.366
469.000
468.500
464.000
MEAN
CHLO^A
87.733
4b.611
208.600
10.211
27.100
59.978
261.433
35.000
19.675
27.667
66.855
26.567
97.900
12.067
54.117
6.594
76.550
24.142
276.566
29.967
8.733
3.333
14.225
14.524
6.500
34.837
23.167
15-
MIN DO
13.100
8.200
3.600
10.200
10.600
7.400
15.000
11.000
10.200
14.700
6.600
10.600
5.600
11.500
9.000
8.600
7.600
8.800
14.300
7.600
7.700
7.400
10.800
9.800
1U.600
10.600
9.000
MEDIAN
DISS OrtTHO P
0.336
0.019
0.293
0.033
0.026
0.022
0.950
0.063
0.069
0.072
0.038
0.014
0.158
0.023
1.175
0.010
0.288
0.007
1.030
0.016
0.012
0.009
0.128
0.010
O.Oal
o.oou
0.028

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LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
12*0  LAKE THONOTOSASSA
12*1  LAKE TOHOPEKALIGA
12*2  TROUT LAKE
12*3  LAKE WEOHYAKAPKA
12*6  LAKE YALE
12<»7  LAKE MUNSON
      LAKE SEMINOLE
      LAKE LAniNE
1250  LAKE TARPON
1252  LAKE ELOISE
1258  LAKE JESSIE
1261  EAST LAKE TOHOPEKALIGA
1264  PAYNE'S PHAIRIE LAKE (NO
MEDIAN
TOTAL P
0.695
0.2*6
1.110
0.0*7
0.027
l.*75
0.23*
?.560
0.0*1
0.*86
0.051
0.0*2
1.260
MEDIAN
INORG N
0.095
0.200
0.650
0.080
0.160
0.925
0.175
1.350
0.070
0.170
0.090
0.070
0.1*0
500-
MEAN SEC
*66.167
*72.917
*72.000
*56.667
4*1.000
486.667
*73.833
*9*.t>67
400.889
*65.333
*52.667
**0.833
*76.000
MEAN
CHLO«A
37.700
30.633
76.967
7.767
25.367
1*0.317
102.000
84.900
6.867
70.233
26.300
5.167
88.200
15-
HIN 00
10.200
10.500
12.900
8.200
7.600
12.200
6.600
10. <«00
9.000
12.200
10.800
9.*00
7.400
MEDIAN
OISS OWTriO P
0.565
0.152
0.970
0.011
0.014
0.852
0.026
0.117
O.U27
0.339
0.011
0.007
1.210

-------
PERCENT OF LAKES U*ITH HIGHER VALUES (NUMBER or LAKES WITH HIGHER VALUES)

LAKE
CODE  LAKE NAME

1201  ALLIGATOR LAKE

1202  LAKE APO°KA

1203  LAKE BANANA

1206  LAKE CRESCENT

1207  DOCTORS LAKE

1208  LAKE DORA

1209  LAKE EFFIE

1213  LAKE GEORGE

1211  LAKE GIBSON

1212  GLENADA LAKE

1214  LAKE GRIFFIN

1215  LAKE HAINES

1217  LAKE HANCOCK

1219  LAKE HORSESHOE

1220  LAKE HOWELL

1221  LAKE ISTOKPOGA

1223  LAKE JESSUP

1224  LAKE KISSIMMEE

1227  LAKE LULU

1228  LAKE MARION

1229  LAKt MINNEHAHA

1230  LAKE MINNEOLA

1231  LAKE MONROE

1232  LAKE OKEECHOdEE

123*  LAKE °OIN5ETT

1236  LAKE NEEDY

1238  LAKE SOUTH

1239  LAKE TALOUIN
MEOUN
TOTAL P
25 (
50 <
23 (
65 (
60 <
53 1
5 <
45 1
40 I
43 1
4P 1
70 I
18 I
. 93 I
11 '
85 i
28 '
90
3
78
88
100
38
68
58
95
63
55
10)
20)
9)
26)
?4>
: 21)
: 2)
1 16)
! 16)
: 17)
[ 19)
1 28)
t 7)
1 37)
I 4)
( 34)
( 11)
( 36)
( D
( 3D
( 35)
( 40>
( 15)
( 27)
( 33)
( 35)
( 25)
( 22)
MEDIAN 500-
INORG N MEAN SEC
29 (
38 (
29 (
70 (
76 (
35 (
10 (
54 1
81 1
54 (
29 1
81 1
43 1
70 i
23 i
76 '
1« <
63
3
29
91
98
15
45
60
13
70
20
10)
15)
10)
27)
30)
: 14)
4)
: 21)
: 32)
; 2i)
! 10)
I 32)
1 17)
1 27)
I 9)
( 30)
( 7)
( 25)
( 1)
( 10)
( 36)
( 38)
( 6)
( 18)
( 24)
( 5)
( 27)
( 8)
30 (
10 (
20 (
33 1
toO (
18 1
3 1
48 1
45 1
85 1
23 1
75 I
13 1
00 i
t>9 '
65 '
5
73
15
53
95
98
2«S
40
50
55
69
78
12)
4)
8)
13)
: 24)
: 7)
: i>
[ 19)
I 18)
I 34)
1 9)
! 30)
! 5)
I 32)
I 27)
i 26)
( 2)
( 29)
< 6)
( 21)
( 38)
( 39)
( 11)
( 16)
( 20)
( 22)
< 27)
« V )
MEAN
CHLORA
18
38
5
80
55
33
3
43
70
53
30
58
13
78
35
93
25
t>5
0
bO
S5
100
fj
73
95
*5
68
,w,
( 7)
( 15)
( 2)
( 32)
( 22)
( 13)
( 1>
( 17)
( 28)
( 21)
( 12)
( 23)
( 5)
( 3D
( 14)
( 37)
( 10)
( 26)
( 0)
( 20)
( 34)
( 40)
( 30)
< 29)
( 38)
< IB)
( 27)
f ")
15-
MIN 00
10
74
100
48
34
90
0
23
48
3
95
34
98
20
60
69
83
65
8
83
78
90
26
53
34
34
60
T
( 4)
( 29)
( 40)
( 18)
( 12)
< 35)
( 0)
( 9)
( 18)
( D
( 38)
( 12)
< 39)
( 8)
( 23)
( 27)
( 32)
( 26)
( 3)
( 32)
< 3D
( 35)
( 10)
( 21)
( 12)
< 12)
( 23)
t ^
MEDIAN
DISS ORTHO P
18
70
23
50
56
68
10
43
40
38
48
78
28
65
3
89
2S
99
5
73
80
93
33
89
45
95
56
C7
( n
( 28)
( 9)
( 20)
( 22)
( 27)
( 4)
( 17)
( 16)
( 15)
( 19)
( 3D
< ID
( 26)
( D
( 35)
( 10)
( 39)
( 2)
( 29)
< 32)
( 37)
< 13)
( 35)
( 18)
( 38)
( 22)
f 7*1
INiJEX
NO
1JO
2eU
200
346
341
297
31
256
324
276
273
396
213
406
201
477
1B4
4,5
34
366
517
579
215
368
3*2
33/
3d 6
7CV

-------
PERCENT or LAKES «IITH HIGHER VALUES INUMBE* OK LAKES WITH HIGHER VALUES)
LAKE
CODE  LAKE NAME
      LAKE THONOTOSASSA
      LAKE TOHOPEKALIGA
      TROUT LAKE
1243  LAKE WEOHYAKAPKA
1246  LAKE YALE
1247  LAKE MUNSON
1248  LAKE SEMINOLE
1249  LAKE LAWNE
1250  LAKE TARPON
1252  LAKE ELOISE
1258  LAKE JESSIE
1261  EAST LAKE TOHOPEKALIGA
126<*  PAYNE'S PRAIRIE LAKE (NO
MEDIAN
TOTAL P
20 (
33 (
15 (
75 (
9P (
8 (
35 (
0 <
83 (
30 (
73 (
80 (
11 <
8)
13)
6)
30)
39)
3)
14)
0)
33)
12)
29)
32)
4)
MEDIAN
!NOr?G N
85
40
8
91
58
5
48
0
98
50
68
98
65
( 34)
( 16)
( 3)
( 36)
( 23)
( 2)
( 19)
( 0)
( 38)
( 20)
( 35)
( 38)
< 26)
500-
MEAN SEC
58
38
43
83
90
8
35
0
100
63
88
93
25
( 23)
< 15)
< 17)
( 33)
( 36)
( 3)
( 14)
( 0)
( 40)
( 25)
< 35)
( 37)
( 10)
MEAN
CI-ILO*A
40
48
23
88
63
8
10
20
90
28
60
98
15
( 16)
( 19)
( 9)
( 35)
( 25)
< 3)
( 4)
( 8)
( 36)
( 11)
( 24)
( 39)
( 6)
15-
MIN DO
48
40
13
74
83
16
69
43
60
16
26
55
90
( 18)
( 16)
( 5)
( 29)
( 32)
( 6)
( 27)
( 17)
( 23)
( 6)
( 10)
< 22)
( 35)
MEDIAN
OISS OWTHO P
15
30
8
84
75
13
63
35
60
20
84
99
0
( 6)
( 12)
( 3)
( 33)
( 30)
( 5)
( 25)
( 14)
( 24)
( 8)
( 33)
( 39)
( 0)
INDEX
NO
26b
229
110
495
467
58
260
V8
491
207
419
523
206

-------
LA8  ''4'       f SKP
INDEX  NO

   579
   523
   517
   495
   491
   477
   467
   455
   419
   406
   396
   386
   368
   366
   346
   342
   341
   337
   3?4
   297
   294
   280
   276
   273
   ?66
   260
   256

-------
LAKES RANKED BV INDEX NOS.




RANK  LAKE CODE  LAKE NAME               INDEX NO






  29  1231       LAKE MONROE                215




  30  1217       LAKE HANCOCK               2)3



  31  1252       LAKE ELOISE                207



  32  1264       PAYNE'S PRAIRIE LAKE (NO   206




  33  1220       LAKE riOWELL                201



  3*  1203       LAKE BANANA                200



  35  1223       LAKE JESSUP                184



  36  1201       ALLIGATOR LAKE             130




  37  1242       TROUT LAKE                 110



  38  1249       LAKE LAWNE                  98



  39  1247       LAKE MUNSON                 58



  40  1227       LAKE LULU                   34



  41  1209       LAKE EFFIE                  31

-------
     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"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

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

-------
                                   TRIBUTARY FLOW INFORMATION FOR FLORIDA
                                                                                          8/35/75
LAKE CODE 1201
                   ALLIGATOR LAKE
     TOTAL DRAINAGE AREA OF LAKE(SO KM)


                                  FEB
                                            39.9
          SUB-DRAINAGE
TRIBUTARY  AREA(SO KM)
JAN
MAR
APR
MAY
NORMALIZED FLOWS(CMS)
  JUN     JUL     AUG
SEP
OCT
NOV
DEC
MEAN
1201A1
1201B1
1201C1
1201ZZ
               2.1
               2.1
               4.7
              29.8
0.02 0.04
0.02 0.04
0.10 0.15
0.25 0.50
0.04
0.04
0.15
0.55
0.01
0.02
0.10
0.22
0.01
0.01
0.10
0.20
0.01
0.01
0.09
0.13
0.02
0.02
0.10
0.26
0.04
0.04
0.15
0.55
0.04
0.04
0.16
0.54
0.03
0.03
0.12
0.37
0.01
0.01
0.07
0.09
0.01
0.01
0.09
0.22
0.02
0.02
0.12
0.32
SUMMARY
OTAL DRAINAGE
AREA OF
LAKE =
UM OF SUB-DRAINAGE AREAS a
39.9
38.7




TOTAL FLOW
TOTAL FLOW
IN =
OUT =
5.83
0.0






NOTE «*« LAKE IS A CLOSED SINK AND HAS NO OUTLET

     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

1201A1
1201B1
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
74
74
0.06
0.07
0.01
0.02
0.01
0.04
0.02
0.01
0.00
0.02
0.01
0.01
0.06
0.08
0.01
0.02
0.01
0.04
0.02
0.01
0.00
0.02
0.01
0.00
17
14
19
14
14
12
15
3
17
13
18
15
17
14
19
14
14
12
15
3
17
13
18
15
                                                   FLOW  DAY

                                                   0.03
                                                   0.02
                                                   0.01
                                                   0.00
                                                   0.01
                                                   0.02
                                                   0.04
                                                   0.01
                                                   0.00
                                                   0.01
                                                   0.01
                                                   0.01
                                                   0.03
                                                   0.02
                                                   0.01
                                                   0.00
                                                   0.01
                                                   0.02
                                                   0.04
                                                   0.01
                                                   0.00
                                                   0.01
                                                   0.01
                                                   0.01
                                           FLOW  DAY
                                             FLOW

-------
                                   TRIBUTARY  FLOW  INFORMATION  FOR  FLORIDA
                                                                       8/25/75
LAKE CODE 1201
ALLIGATOR LAKE
     MEAN MONTHLY FLOWS AND OAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW   DAY

1201C1
1201Z2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
73
73
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
73
73
74
74
0.19
0.23
0.09
0.12
0.09
0.16
0.12
0.08
0.06
0.09
0.08
0.10
0.79
1.05
0.12
0.34
0.17
0.59
0.31
0.11
0.03
0.25
0.11
0.16
17
14
19
14
14
12
15
3
17
13
18
15
17
14
19
14
14
12
IS
3
17
13
18
15
                                FLOW   DAY

                                0.12
                                0.11
                                0.08
                                0.08
                                0.08
                                0.10
                                0.15
                                0.09
                                0.06
                                0.07
                                0.07
                                0.08
                                0.37
                                0.27
                                0.08
                                0.04
                                0.12
                                0.28
                                0.48
                                0.14
                                0.02
                                0.14
                                0.08
                                0.10
FLOW  DAY
FLOW

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

-------
STORET RETRIEVAL DATE 75/08/25

DATE
FROM
TO
73/03/07

73/08/31

73/11/05



TIME DEPTH
OF
DAY FEET
11 20 0000
11 20 0004
14 50 0000
14 50 0005
11 24 0000
11 24 0001
11 24 0005
00010
WATER
TEMP
CENT
21.3
19.9
29.4
29.2
19.8
19.8
19.3
120101
HEP ALES

00300
DO

MG/L

1.9

8.5

5.4
3.2

00077
TRANSP
SECCHI
INCHES
30

24

36



00094
CNDUCTVY
FIELD
MICROMHO
180
180
178
178
178
178
178
3
00400
PH

SU
7.70
7.50
8.80
8.10
8.20

7.40
2111202
0008 FEET DEPTH
00410
T ALK
CAC03
MG/L
43
46
54
54
68

71
00610
NH3-N
TOTAL
MG/L
0.220
0.330
0.110
0.100
0.090

0.350
00625
TOT KJEL
N
MG/L
2.300
1.800
2.700
1.600
2.800

2.100
00630
N02&N03
N-TOTAL
MG/L
0.290
0.250
0.130
0.120
0.110

0.060
00671
PHOS-DIS
ORTHO
MG/L P
0.916
1.000
0.386
0.287
0.830

0.990

DATE
FROM
TO
73/03/07

73/08/31

73/11/05


TIME DEPTH
OF
DAY FEET
11 20 0000
11 20 0004
14 50 0000
14 50 0005
11 24 0000
11 24 0005
00665
PHOS-TOT

MG/L P
1.220
1.240
0.620
0.435
1.020
1.130
32217
CHLRPHYL
A
UG/L
25.6

80.4

49.2


-------
STORET RETRIEVAL DATE 75/08/25
                                                                  120102
                                                                 30 09 27.0 082 38 12.0
                                                                 ALLIGATOR LAKE
                                                                 12023   FLORIDA
  DATE   TIME DEPTH
  FROM    OF
   TO    DAY  FEET

73/03/07 12 20 0000
73/08/31 14 40 0000
73/11/05 11 35 0000
00010
WATER
TEMP
CENT
21.3
29.6
22.4
00300
DO

MG/L
8.5
11.4
12.0
 00077     00094
TRANSP   CNOUCTVY
SECCHI   FIELD
INCHES   MICROMHO
     36
     22
      8
110
172
11EPALES
3
00400
PH
SU
7.90
10.10
9.60
00410
T ALK
CAC03
MG/L
24
49
54
2111202
0003 FEET DEPTH
00610
NM3-N
TOTAL
MG/L
0.070
0.120
0.120
00625
TOT KJEL
N
MG/L
1.600
3.600
4.400
00630
N02&N03
N-TOTAL
MG/L
0.080
0.180
0.140
00671
PHOS-DIS
ORTHO
MG/L P
0.127
0.137
0.311
                      00665     32217
  DATE   TIME DEPTH PHOS-TOT  CHLRPHYL
  FROM    OF                     A
   TO    DAY  FEET   MG/L P     UG/L

73/03/07 12 20 0000    0.204      19.4
73/08/31 14 40 0000    0.330     231.1
73/11/05 11 35 0000    0.574     120.7

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

-------
STORET RETRIEVAL DATE 75/08/35
                                                                  1201A1
                                                                 30 11 00.0 082 36 30.0
                                                                 UNNAMED TRIB
                                                                 12011   7.5 LAKE CITY E
                                                                 I/ALLIGATOR LAKE
                                                                 RT 33 CULVERT
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET
DATE
FROM
TO
73/03/17
73/04/14
73/05/19
73/06/14
73/07/14
73/08/12
73/09/15
73/10/03
73/11/17
73/12/13
74/01/18
74/02/15
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
14
09
09
09
09
10
09
09
12
12
12
12
08
00
00
00
00
00
00
00
30
30
00
00
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
.016
.058
.046
.010K
.017
.036
.030
.105
.040
.156
.040
.032
MG/L
1.
6.
4.
0.
2.
4.
2.
5.
1.
1.
2.
1.
050
200
900
820
900
600
900
400
950
800
100
200
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.
090
252
700
028
035
440
460
450
056
460
036
125
MG/L P
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
072
170
044
063
028
065
087
120
064
110
068
080
MG/L P
0.315
0.290
0.315
0.220
0.230
0.150
0.280
0.330
0.260
0.300
0.507
0.210
DEPTH
                       K VALUE KNOWN TO BE
                       LESS THAN INDICATED

-------
STORE! RETRIEVAL DATE 75/08/25
  DATE   TIME DEPTH
  FROM    OF
   TO    DAY  FEET
73/03/17
73/04/14
73/05/19
73/06/14
73/07/14
73/08/12
73/09/15
73/10/03
73/11/17
73/12/13
74/01/18
74/02/15
14 30
09 15
09 15
09 15
09 15
09 45
09 15
09 15
12 45
12 12
12 15
13 45
                                                                  1201B1
                                                                 30 10 30.0 082 37 00.0
                                                                 UNNAMED TRIB
                                                                 12      7.5 LAKE CITY E
                                                                 I/ALLIGATOR LAKE
                                                                 DAM AT SE EDGE OF LAKE CITY
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET
                                                                                       DEPTH
10630
!&N03
•QTAL
IG/L
0.930
0.760
0.450
0.020
0.510
0.590
0.890
0.640
0.740
1.010
0.860
0.528
00625
TOT KJEL
N
MG/L
0.480
0.960
5.200
1.800
3.500
2.520
1.980
3.900
1.850
0.900
0.900
0.600
00610
NH3-N
TOTAL
MG/L
0.084
0.035
0.132
0.180
0.098
0.240
0.220
0.200
0.048
0.072
0.032
0.020
00671
PHOS-DIS
ORTHO
MG/L P
0.300
0.176
0.154
0.150
0.028
0.210
0.370
0.240
0.262
0.264
0.300
0.240
00665
PHOS-TOT

MG/L P
0.370
0.290
0.220
0.510
2.200
0.370
1.050
0.915
0.400
0.390
0.600
0.300

-------
STORE! RETRIEVAL DATE 75/08/25
                                                                  1201C1
                                                                 30 10 00.0 082 38 30.0
                                                                 UNNAMED TRIB
                                                                 12      7.5 LAKE CITY W
                                                                 T/ALLI6ATOR LAKE
                                                                 SOUTH FIRST ST BRDG .75 HI S OF LAKE CIT
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH

DATE
FROM
TO
73/03/17
73/04/14
73/05/19
73/06/14
73/07/14
73/08/12
73/09/15
73/10/03
73/11/17
73/12/13
74/01/18
74/02/15

TIME DEPTH
OF
DAY FEET
14 45
09 30
09 30
09 30
09 30
09 30
09 30
09 30
13 00
12 00
12 30
13 30
00630
N02&N03
N-TOTAL
MG/L
1.880
2.700
1.820
4.300
1.460
2.900
2.600
11.800
11.800
12.000
7.000
8.300
00625
TOT KJEL
N
MG/L
10.500
4.300
18.900
5.100
7.200
3.700
9.600
3.500
8.600
7.250
9.500
6.700
00610
NH3-N
TOTAL
MG/L
7.100
1.790
8.900
2.000
0.098
0.750
1.800
1.060
2.300
2.400
3.600
1.880
00671
PHOS-DIS
ORTHO
MG/L P
4.000
1.680
4.900
0.650
1.600
1.300
2.700
4.200
4.620
4.400
3.800
3.670
00665
PHOS-TOT

MG/L P
5.100
2.200

3.150
2.100
1.720
2.900
5.200
6.100
5.100
5.400
4.800

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STORET RETRIEVAL DATE 75/08/25
                                                                   1201CA          TF1201CA      P011725
                                                                 30  10 30.0 082 38 30.0
                                                                 LAKE CITY
                                                                 12011   7.5 LK CITY W
                                                                 D/ALLIGATOR LAKE
                                                                 ALLIGATOR LAKE
                                                                 11EPALES             2141204
                                                                 4                   0000 FEET  DEPTH
                      00630     00625
  DATE   TIME DEPTH N02«.N03   TOT KJEL
  FROM    OF        N-TOTAL      N
   TO    DAY  FEET    MG/L      MG/L
73/02/14 07 30
CP(T)-
73/02/14 16 30
73/03/14 07 30
CP(T)-
73/03/14 16 00
73/04/18 08 00
CP-
73/04/18 16 00
73/05/23 07 30
CPU>-
73/05/23 16 00
73/06/13 07 00
CPU)-
73/06/13 16 00
73/07/11 07 30
cpm-
73/07/11 16 00
73/08/15 07 30
CP(T>-
73/08/15 16 00
73/09/20 09 00
CP < T)-
73/09/20 14 00
73/10/24 07 30
CP(T>-
73/10/24 16 30
73/11/28 07 30
CP(T)-
73/11/28 16 00
73/12/12 07 30
CP(T>-
73/12/12 16 00
74/02/04 08 00
CP < T >-
74/02/04 14 00
7.000
0.450
2.600
4.400
5.700
5.800
5.700
8.400
12.800
11.600
13.000
10.500
7.400
10.000
10.000
9.100
5.200
5.000
6.500
5.100
9.950
6.700
 00610     00671     0066S     50051     50053
NH3-N    PHOS-DIS  PHOS-TOT    FLOW    CONDUIT
TOTAL     08THO                RATE    FLOW-MOD
 MG/L     MG/L P    MG/L P   INST MGD  MONTHLY
  2.400     3.100     4.300     2.000
  0.640     2.600     3.000     2.000     2.000
  0.850     4.100     5.400     2.300
  0.530     4.500     5.700     2.300     2.300
  2.300     3.900     4.800     2.000     2.000
  1.130     3.800     4.300     2.500     2.250
  0.890     3.100
  0.510
  1.100
                    2.000     2.000
3.570     4.BOO     2.500     2.000
  0.890     5.200     6.600     2.250
  1.320     4.900     5.300     2.000
                              2.250
5.400     6.500     2.000     2.000
                              2.000
                                2.500     2.500

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STORED  JHETRIEVAL DATE 75/08/25
                       00630
  DATE    TIME DEPTH N02&.N03
  FRO*     OF        N-TOTAL
   TO     DAY  FEET    MG/L
74/02/26 08 00
CPU)-
74/02/28 16 00
9.800
8.500
                                                                   1201CA          TF1201CA     P011725
                                                                  30 10 30.0 082 38 30.0
                                                                  LAKE CITY
                                                                  12011   7.5 LK CITY W
                                                                  D/ALLIGATOR LAKE
                                                                  ALLIGATOR LAKE
                                                                  11EPALES             2141204
                                                                  4                   0000 FEET  DEPTH
00625
TOT KJEL
N
MG/L
00610
NH3-N
TOTAL
v MG/L
00671
PHOS-OIS
ORTHO
MG/L P
00665
PHOS-TOT
MG/L P
50051
FLOW
RATE
INST MGD
S0053
CONDUIT
FLOW-MOD
MONTHLY
                    2.700
5.300
6.700
2.000
2.000

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