U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                               REPORT
                                                ON
                                           HERRINGTON LAKE
                                   BOYLL GARRARD, AND MERCER COUNTIES
                                              KENTUCKY
                                            EPA REGION IV
                                   \
                                        WORKING PAPER No, 353
     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
T^TG.P.0. 699-440

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                                                REPORT
                                                  ON
                                           HERRINGTON LAKE
                                 BOYLE, GARRARD, AND IWER COUNTIES
                                               KENTUCKY
                                            EPA REGION IV
                                        WORKING PAPER No, 353
                    WITH THE COOPERATION OF THE
KENTUCKY DEPARTMENT FOR NATURAL RESOURCES AND ENVIRONMENTAL CONTROL
                             AND THE
                      KENTUCKY  NATIONAL GUARD
                             JUNE, 1977

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                                       i

                                   CONTENTS
                                                               Page
  Foreword                                                      11
  List of Kentucky Reservoirs                                   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                                         g
  V.   Literature Reviewed                                      15
 VI.   Appendices                                               16

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                                  11
                          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 fo'r 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)j 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
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.

ACKNOWLEDGEMENT

    The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the Kentucky Department for
Natural Resources and Environmental Protection for professional
involvement, to the Kentucky National Guard for conducting the
tributary sampling phase of the Survey, and to those Kentucky
wastewater treatment plant operators who voluntarily provided
effluent samples.

    Harold Snodgrass, former Director, and Mercer H. Peters of
the Division of Water Quality provided invaluable lake documen-
tation and counsel during the Survey; and the staff of the Divis-
ion reviewed the preliminary reports and provided critiques most
useful in the preparation of this Working Paper series.

    Major General Richard L.  Frymire, the Adjutant General of
Kentucky, and Project Officers Lt. Colonel Thomas Buyher, Jr.,
and Lt. Colonel  David B. May, who directed the volunteer efforts
of the Kentucky National Guardsmen, are also gratefully acknow-*
1 edged for their assistance to the Survey.

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                                 iv


                   NATIONAL EUTROPHICATION SURVEY

                          STUDY RESERVOIRS



                          STATE. Op KENTUCKY
NAME

Barkl ey



Barren River

Cumberland


Dale Hollow


Herrington

Kentucky
COUNTY

Lyon, Trigg, KY;
Cheatham, Montgomery,
Stewart, TN

Allen, Barren

Clinton, Pulaski, Russell,
Wayne

Clinton, Cumberland, KY;
Clay, Oyerton, Pickett, TN

Boyler* <}a.rrard, Mercer

Ca.lloway, Livingston, Lyon,
Marshall, Trigg, KY;
Benton, Decatur, Henry,
Houston, Humphreys, Perry,
Stewart, TN

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Harrodsburg
                                                                    37° 45'_|
                                                             £ Taylor Fork
                                                                  Lake
                 HERRINGTON  LAKE
                <£>     Tributary Sampling Site
                X     Lake  Sampling Site
                f-     Sewage Treatment Facility
                *P     Drainage Area Boundary
                         1.0
1.5
2,5 Km.
                           Scale
                                  10
              is Mi.
                                                       Map Location
                84°45
                 84° 30'

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                             HERRINGTON LAKE
                             STORE! NO. 2103

I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Herrington Lake is eutrophic;
        i.e., well-supplied with nutrients and quite productive.
        Whether nutrient enrichment is beneficial or deleterious
        depends on the actual or potential effect on the uses of
        the lake.  In this regard, personnel of the Kentucky Department
        for Natural Resources and Environmental Protection indicate
        additional study is needed to determine whether the beneficial
        uses of Herrington Lake are impaired.
            This water body ranked last in overall trophic quality
        when the five Kentucky reservoirs sampled in 1973 were com-
        pared using a combination of six parameters*.  All of the other
        reservoirs had less median total phosphorus, median orthophos-
        phorus, median inorganic nitrogen, and mean chlorophyll a_.
        Two of the water bodies had greater mean Secchi disc trans-
        parency.
            Marked depression or depletion of dissolved oxygen with depth
        and chlorophyll a_ levels at all sampling sites in May and August
        and at station 4 in October indicate lake deterioration.
    B.  Rate-Limiting Nutrient:
            The algal assay results indicate Herrington Lake was limited
* See Appendix A.

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                                 2
    by phosphorus at the time the sample was collected (05/26/73).
    These results are substantiated by the lake data obtained at
    that time; i.e., the mean inorganic nitrogen to orthophosphorus
    ratio was 16 to 1.   At the other two sampling times (08/20/73
    and 10/25/73), the lake data indicate that nitrogen was the
    limiting nutrient;  i.e., the mean inorganic nitrogen to
    orthophosphorus ratios were 8 to 1 and less.
C.  Nutrient Controllability:
        1.  Point sources—The phosphorus contribution of known
    point sources amounted to 26.7% of the total phosphorus load
    reaching Herrington Lake during the sampling year.  The waste-
    water treatment facilities at Danville,  Lancaster, Stanford,
    and Herrington Haven collectively contributed 23.7% of the
    total.  The untreated wastes from Burgin and Junction City
    together accounted for 3.0% of the load.
        The phosphorus loading of 9.24 g/m2  measured during the
    sampling year is seven times that proposed by Vollenweider
    (Vollenweider and Dillon, 1974) as a eutrophic loading (see
    page 14).  Even complete removal of phosphorus at the listed
    point sources would only reduce the loading to 6.78 g/m2/yr
    (over five times the eutrophic level), and unless a significant
    portion of the non-point load can also be reduced, it does not
    seem likely that point-source removal would result in a sig-
    nificant improvement in the trophic condition of the lake.

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                                       3
              2.  Non-point sources--Non-point sources accounted for
          73.3% of the total phosphorus input to the lake.  The Dix River
          and Clarks Run contributed 29.7% and 28.2% of this total,
          respectively.  The remaining three tributaries contributed a
          combined load amounting to 10.0% of the total.  The ungaged
          tributaries contributed an estimated 5.1% of the total phos-
          phorus load.
              Clarks Run, Mocks Branch, and Spears Creek had export rates
          which were extremely high (see page 13) as compared to the
          tributaries of Cumberland Lake*; e.g., Indian Creek (10 kg/km2/
          yr), Meadow Creek (16 kg/km2/yr), and the Laurel River (24
          kg/km2/yr).  The high rates of the Herrington Lake tributaries
          may be due to unknown point sources impacting those streams.
* See Working Paper No. 351.

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS1"

     A.   Morphometry  :

         1.   Surface area:   11.90 kilometers2.

         2.   Mean depth:  23.9 meters.

         3.   Maximum depth:   >61  meters.

         4.   Volume:  284.410 x 106  m3.

         5.   Mean hydraulic  retention time:   196 days.

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

         1.   Tributaries -

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

             Dix River                            823.6         12.15
             Clarks Run                             73.0         0.98
             Mocks Branch                           42.5         0.56
             Spears Creek                           19.8         0.26
             Cane Run                               25.3         0.33
             Minor tributaries &
              immediate drainage -                140.9         2.50

                         Totals                  1,125.1         16.78**

         2.   Outlet -

             Dix River                           1,137.0***      16.78

     C.   Precipitation****:

         1.   Year of sampling:  126.9 centimeters.

         2.   Mean annual:  115.8 centimeters.
 t Table of metric conversions—Appendix B.
 tt Jett, 1974.
 * For limits of accuracy, see Working Paper No.  175,  "Survey Methods,
   1973-1976".
 ** Sum of inflows adjusted to equal  outflow.
 *** Includes area of lake.
 **** See Working Paper No. 175.

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                                    5
III.   WATER QUALITY SUMMARY
      Herrington Lake was sampled three times in 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 four stations on the Take (see map,  page v).  During
  each visit, a single depth-integrated (4.6 m to surface) sample
  was composited from the stations for phytpplankton identification
  and enumeration;  and:during the first visit, a single 18.9-liter
  depth-integrated  sample."was composited for alga-1  assays.  Also
  each time, a depth-integrated sampVe was collected from each of
  the stations for  chlorophyll  a analysis.  The maximum depths sampled
  were 61.0 meters  at station 1, 55.8  meters at station.2, 44.2 meters
  at  station 3, and 9.1  meters  at station 4.
      The sampling  results are  presented in full in Appendix D and
  are summarized in the following table.

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PARAMETER

TEMP (C)

OISS OXY 

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 (MG/L)

CHLRPYL A (UG/L)

SECCHI  (METERS)
       A. SUMMARY OF PHYSICAL AND


       1ST SAMPLING ( 5/26/73)

             4 SITES

     RANGE        MEAN   MEDIAN

  7.0  -  23.9    16.4    17.5

  2.2  -  16.0     7.1     6.5

tHKHHl  -OOOOtKHHHHHHHHHHHHHHHHf

  7.4  -   9.2     8.1     7.9

  78.  -  117.    103.    106.

0.027  - 0.231   0.090   0.079

0.009  - 0.110   0.054   0.054

0.180  - 1.590   0.795   0.815

0.030  - 0.260   0.094   0.065

0.200  - 1.000   0.430   0.450

0.220  - 1.630   0.889   0.950

0.750  - 1.890   1.275   1.265

  6.1  -  26.5    17.6    18.9

  0.9  -   1.5     1.1     1.0
                                                        CHEMICAL CHARACTERISTICS FOR HERRINGTON LAKE
                                                         STORET CODE 2103
                                                                   2ND SAMPLING ( 8/20/73)

                                                                         4 SITES
     RANGE

  5.4  -  28.1

  0.0  -   8.0

 201.  -  318.

  6.4  -   7.9

  75.  -  150.

0.028  - 0.412

0.012  - 0.214

0.040  - 1.400

0.040  - 1.620

0.300  - 2.700

0.080  - 1.740

0.540  - 2.820

  8.0  -  11.0

  1.0  -   2.7
MEAN
21.4
2.0
242.
7.1
103.
0.126
0.073
0.332
0.280
0.863
0.612
1.195
9.2
1.6
MEDIAN
24.7
0.2
236.
7.0
98.
0.087
0.056
0.120
0.090
0.700
0.560
1.060
9.0
1.3
       3RD SAMPLING (10/25/73)

             4 SITES

     RANGE        MEAN   MEDIAN

  6.8  -  21.4    18.1    20.6

  0.4  -   6.2     2.5     2.8

 205.  -  282.    232.    230.

  7.0  -   8.0     7.5     7.4

  98.  -  144.    108.    106.

0.046  - 0.445   0.113   0.074

0.012  - 0.196   0.063   0.042

0.020  - 1.020   0.145   0.040

0.040  - 0.980   0.144   0.060

0.200  - 1.800   0.587   0.450

0.070  - 1.060   0.288   0.100

0.220  - 1.840   0.732   0.710

  1.7  -  64.6    17.8     2.5

  0.5  -   2.7     1.6     1.7

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B.  Biological characteristics:

    1.  Phytoplankton -
        Sampling
        Date

        05/26/73
        08/20/73
        10/25/73
    2.   Chlorophyll  
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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/1-dry wt.)
        Control               0.032           0.856           8.1
         0.050 P              0.082           0.856          13.5
         0.050 P + 1.0 N      0.082           1.856          18.5
         1.0 N                0.032           1.856           7.1
    2.  Discussion -
            The control yield of the assay alga, Selenastrum capri-
        cornutum, indicates that the potential primary productivity
        of Herrington Lake was high at the time the sample was col-
        lected (05/26/73).  Also, the significant increase in yield
        with the addition of orthophosphorus indicates phosphorus
        limitation.  Note that the addition of nitrogen alone
        resulted in a yield not significantly different from that
        of the control.
            The lake data also indicate phosphorus limitation at
        that time; i.e., the mean inorganic nitrogen/orthophosphorus
        ratio was 16/1.  At the other sampling times (08/20/73 and
        10/25/73), the lake data indicate that nitrogen was the
        limiting nutrient; i.e., the mean inorganic nitrogen/ortho-
        phosphorus ratios were 8/1 and less.

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IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the Kentucky National
 Guard collected monthly near-surface grab samples from each of the
 tributary sites indicated on the map (page v),  except for the month
 of May when two samples were collected at most of the sites.   Sampling
 was begun in March, 1973, and was completed in April, 1974.
     Through an interagency agreement, stream flow estimates for the
 year of sampling and a "normalized" or average year were provided by
 the Kentucky District Office of the U.S.  Geological Survey for the
 tributary sites nearest the lake.
     In this report, nutrient loads for sampled tributaries were deter-
 mined by using a modification of a U.S. Geological  Survey computer
 program for calculating stream loadings*.  Nutrient loads shown are
 those measured minus point-source loads,  if any.
     Nutrient loadings for unsampled "minor tributaries and immediate
 drainage" ("ZZ" of U.S.G.S.) were estimated using the nutrient
 exports of the Dix River at station D-3,  in kg/km2/year, and multi-
 plying by the ZZ area in km2.
     The operators of the Lancaster, Stanford,  and Danville wastewater
 treatment plants provided monthly effluent samples  and corresponding
 flow data.   The operator of the Herrington Haven  State Hospital  waste-
 water treatment plant did not participate in the  sampling program,  and
 nutrient loads were estimated  at 1.134 kg P and 3.401 kg N/capita/
 * See  Working  Paper No.  175.

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                                     10
year.  The untreated nutrient loads from Burgin and Junction
were estimated at 1.587 kg P and 4.263 kg N/capita/year.
    A.  Waste Sources*:
        1.  Known municipal -
City

Name
Lancaster

Stanford

Danville

Herri ngton
Haven State
Hospital**
Junction City**
Burgin**

Pop.
Served
3,230

2,474

11,542

800


1,046
1,002


Treatment
trickling
filter
trickling
f i 1 ter
trickling
f i 1 ter
ext. aer.


none
none

Mean Flow
(m3/d)
844.1

1,327.6

6,056.6

302.8


395.9
379.3

Receiving
Water
White Oak Creek

Logan Creek

Clarks Run

Herri ngton Lake


Knoblick Creek
Unnamed Creek/
Herri ngton Lake
        2.  Known industrial - None
* Anonymous, 1971; population served  is  1970 Census.
** Flow based on 0.3785 m3/capita/day.

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                                     11

        Annual Total Phosphorus Loading - Average Year:

        1.  Inputs -

                                              kg P/          % of
            Source                            vr             total
            a.  Tributaries (non-point load) -

                Dix River                      32,685         29.7
                Clarks Run                     30,980         28.2
                Mocks Branch                    6,570          6.0
                Spears Creek                    2,555          2.3
                Cane Run                        1,835          1.7

            b.  Minor tributaries & immediate
                 drainage (non-point load) -    5,635          5.1

            c.  Known municipal STP's -

                Lancaster                       5,845          5.3
                Stanford                        4,960          4.5
                Danville                       14,350         13.1
                Herrington Haven                  905          0.8
                Junction City                   1,660          1.5
                Burgin                          1,590          1.4

            d.  Septic tanks* -                   155          0.1

            e.  Known industrial - None

            f.  Direct precipitation** -          210          0.2

                           Total              109,935        100.0

        2.  Outputs -

            Lake outlet - Dix River            51,955

        3.  Net annual P accumulation - 57,980 kg.
* Estimate based on 513 lakeshore dwellings and four camps; 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) -

                Dix River                     719,415         61.8
                Clarks Run                    121,640         10.5
                Mocks Branch                   70,010          6.0
                Spears Creek                   23,475          2.0
                Cane Run                       25,865          2.2

            b.  Minor tributaries & immediate
                 drainage (non-point load) -  123,145         10.6

            c.  Known municipal STP's -

                Lancaster                       7,880          0.7
                Stanford                        6,030          0.5
                Danville                       36,220          3.1
                Herrington Haven                2,720          0.2
                Junction City                   4,460          0.4
                Burgin                          4,270          0.4

            d.  Septic tanks* -                 5,745          0.5

            e.  Known industrial - None

            f.  Direct precipitation** -       12,845          1.1

                        Total               1,163,720        100.0

        2.  Outputs -

            Lake outlet - Dix River         1,565,170

        3.  Net annual N loss - 401,450 kg.
* Estimate based on 513 lakeshore dwellings and four camps; see Working
  Paper No. 175.
** See Working Paper No. 175.

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                                 13

D.  Non-point Nutrient Export by Subdrainage Area:

    Tributary                             kg P/km 2/yr    kg N/km2/yr

    Dix River                                  40            874
    Clarks Run                                424          1,666
    Mocks Branch                              155          1,647
    Spears Creek                              129          1,186
    Cane Run                                   73          1,022

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                                     14

    E.  Yearly Loadings:

            In the following table, the existing phosphorus loadings

        are compared to those proposed by Vollenweider (Vollenweider

        and Dillon, 1974).  Essentially, his "dangerous" loading is one

        at which the receiving water would become eutrophic or remain

        eutrophic; his "permissible" loading is that which would result

        in the receiving water remaining oligotrophic or becoming oligo-

        trophic if morphometry permitted.  A mesotrophic loading would

        be considered one between "dangerous" and "permissible".

            Note that Vollenweider's model may not be applicable to

        water bodies with short hydraulic retention times.

                                  Total Phosphorus           Total Nitrogen
        	Total   Accumulated	Total   Accumulated

        grams/mVyr             9.24       4.87            97.8       loss*


        Vollenweider phosphorus loadings
         (g/m2/yr) based on mean depth and mean
         hydraulic retention time of Herrington Lake:

            "Dangerous"  (eutrophic loading)          1.28
            "Permissible"  (oligotrophic loading)     0.64
* There was an apparent loss of nitrogen during the sampling year.  This
  may have been due to nitrogen fixation in the lake, solubilization of
  previously sedimented nitrogen, recharge with nitrogen-rich ground water,
  or unsampled point sources discharging directly to the lake.  Whatever
  the cause, a similar nitrogen loss has occurred at Shagawa Lake, Minnesota,
  which has been intensively studied by EPA's former National Eutrophication
  and Lake Restoration Branch (Malueg et al., 1975).

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                                     15

V.  LITERATURE REVIEWED

    Anonymous, 1971.   Inventory of municipal waste facilities.   EPA
        Publ.  OWP-1,  Vol.  4, Wash., D.C.

    Jett, Shelby, 1974.  Personal  communication (lake morphometry).
        Dept.  for Nat. Resources and Env. Protection, Frankfurt.

    Malueg, Kenneth W., D. Phillips Larsen, Donald W. Schults,  and
        Howard T. Mercier; 1975.  A six-year water, phosphorus, and
        nitrogen budget for Shagawa Lake, Minnesota.  Jour.  Environ.
        Qual., vol. 4, no. 2, pp.  236-242.

    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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                                  16
VI.  APPENDICES
                                   APPENDIX  A
                                  LAKE RANKINGS

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LAKE DATA TO BE USED IN «ANKINbS
LAKE
COOE  LAKE NAME
2101  LAKE
2102  DALE HOLLOW WESEHVOIK
2103  HERWINGTON LAKE
210<»  KENTUCKY LAKE
2ius  BAHKEN HIVE* KESEKVOIK
MtUlAN
TOTAL P
0.016
0.010
0.07-y
0.072
0.027
MEDIAN
iNOkG N
0.330
0.270
0.550
0.520
0.460
500-
MEAN SEC
432. 3B1
330.000
442.667
461.972
452.594
MEAN
CriLOKA
3.805
3.594
14.908
9.089
8.216
15-
MIN DO
14.900
14.800
14.900
i
12.600
14.900
MEDIAN
DISS P
0.007
0.005
0.047
0.030
0.006

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PERCENT OF LAKES rflTh HIGhtK VALUES

LAKE
CODE  LAKE NAME
2101  LA*E

210?  DALE HOLLOW

2103  HtHrflNGTON LAKE

21CK  KENTUCKY LAKE

2105  HAHKEN RIVER HESEKVOIH
MEUIAN
TOTAL
60 <
60 (
0 (

20 <
40 (
P
3)
4)
0)

1)
2)
MEDIAN
INOKG
60 (
60 (
0 (

20 <
40 (
N
3)
4)
0)

1)
2)
bOO-

MtAN SEC
60 (
60 (
40 (

0 (
20 (
3)
4)
2)

0)
1)
MEAN

CHLOKA
60 (
60 (
0 (

20 (
40 (
3)
4)
0)

1)
2)
15-
MEDIAN
MIN DO
20 (
60 (
20 (

60 (
20 (
0)
3)
0)
i
4)
0)
DISS
40 (
60 (
0 (

20 (
60 (
P
2)
4)
0)

1)
3)
INDEJ
NO
300
460
60

160
220

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LAKES RANKED BY 1NOLA NOS.
RANK  LAKE CODE  LAKE NAME               INDEX NO
   1  2102       DALE HOLLO* RESERVOIR      <»60
   2  2101    '   LAKE CUMBERLAND            300
   3  2105       tiARRtN RIVEK RESEHVOIH     220
   <*  2104       KENTUCKY LAKE              160
   b  2103       HEHHINGTON LAKE             60

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    APPENDIX B





CONVERSION FACTORS

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                CONVERSION FACTORS

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

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

-------
                                   TRIBUTARY FLO* INFORMATION FOR KENTUCKY
                                                                       2/3/75
LAKE CODE 2103
HERRINGTON LAKE
     TOTAL DRAINAGE AREA OF LAKE(SQ KM)   1137.0
          SUB-DRAINAGE.
TRIBUTARY  AREA(SO KM)
       JAN
FE3
MAR
APR
                                       MAY
NORMALIZED FLOWS(CMS)
  JUN     JUL     AUG
                                                                       SEP
                                                                OCT
                                                                NOV
                                                                                                                   JEC
                                                                               MEAN
2103A1
2103A3
2103U1
2103C1
210301
2103E1
2103ZZ


1137.
823.
73.
42.
19.
25.
143.


0
6
0
5
8
3
0


27.24 32.51
22.99 29.17
1.59 2.18
0.88 1.25
0.40 0.57
0.51 0.74
3.20 4.28

TOTAL DRAINAGE
37.32
30.21
2.63
1.53
0.71
0.91
5.18

AREA OF
25.17
16.88
1.50
0.88
0.40
0.51
3.00

LAKE =
SUM OF SUB-DRAINAGE AREAS =
MEAN
TRIBUTARY
2103A1













2103A3













MONTHLY
MONTH
3
4
5
6
7
8
9
10
11
12
1
2
3
4
3
4
5
6
7
8
9
10
11
12
1
2
3
4
FLOWS
YEAR
73
73
73
73
73
73
73
73
73
73
74
7<»
74
74
73
73
73
73
73
73
73
73
73
73
74
74
74
74
13.90 10.65 10.56 6.46 5.58 4.33 9.34 19.23
9.97 6.68 5.83 2.10 1.30 0.62 6.17 14.92
1.02 0.48 0.42 0.21 0.15 0.10 0.48 1.10
0.59 0.27 0.25 0.12 0.08 0.06 0.28 0.62
0.28 0.12 0.11 0.05 0.04 0.03 0.13 0.28
0.37 0.16 0.15 0.07 0.05 0.03 0.17 0.37
1.98 0.99 0.65 0.42 0.31 0.22 0.96 2.15
SUMMARY
1137.0 TOTAL FLOW IN = 196.22
1127.2 TOTAL FLOW OUT = 202.30
16.78
12.15
0.9B
0.56
0.26
0.33
1.95



AND DAILY FLOWS(CMS)
MEAN FLOW
28.32
37.38
45.87
22.63
19.54
7.59
5.78
4.76
20.05
27.35
82.69
24.55
37.94
32.85
23.47
30.07
38.99
12.66
12.35
0.97
0.09
0.04
21.04
16.57
71.25
11.33
26.73
18.69
DAY
31

1

3
3
6
3
4
1
5
15
1
2
31

1

3
1

2

31
b

1

FLOW
5.66

36.81

36.81
5.66
19.82
5.66
7.08
50.97
39.64
11.89
17.84
53.80
14.38

15.01

9.46
3.77

0.05

41.63
41.06

7.19

DAY FLOW DAY FLOW


31 36.81







20 59.47

16 24.35



30 44.17


31 0.25

31 0.13




































-------
                                   TRIBUTARY FLOW INFORMATION FOR KENTUCKY
                                                                       2/3/75
CAKE CODE 2103
HERRINGTON LAKE
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

310381
2103C1
210301
3
4
5
6
7
8
9
10
11
12
1
2
3
4
3
4
5
6
7
8
9
10
11
12
1
2
3
4
3
4
5
6
7
8
9
10
11
12
1
2
3
4
73
73
73
73
73
73
73
73
73
73
74
74
74
74
73
73
73
73
73
73
73
73
73
73
74
74
74
74
73
73
73
73
73
73
73
73
73
73
74
74
74
74
2.07
2.66
3.99
0.91
0.91
0.10
0.01
0.01
1.64
1.22
4.93
0.85
2.32
1.67
1.19
1.56
2.32
0.51
0.54
0.05
O.U1
0.00
0.96
0.68
2.72
0.48
1.36
0.96
0.57
0.71
1.10
0.23
0.24
0.02
0.00
0.00
0.45
0.31
1.22
0.22
0.62
0.42
31

1

3
1

2

31
31

1
2
31
29
1

3
1

2

31
31

1
2
31
29
30

3
1

2

31
31

1
2
                                FLOW  DAY

                                1.27
                                1.56

                                0.71
                                0.37

                                0.01

                                3.06
                                1.25

                                0.62
                                6.91
                                0.74
                                1.98
                                0.88

                                0.<«2
                                0.21

                                0.00

                                1.70
                                0.68

                                0.37
                                3.99
                                0.34
                                0.91
                                1.25

                                0.18
                                0.09

                                0.00

                                0.79
                                0.31

                                0.17
                                1.76
                                                          30


                                                          31

                                                          31
                                                          30


                                                          31

                                                          31
                                                          31

                                                          31
FLOW  DAY



4.50


0.03

0.03
2.63


0.01

0.01
0.01

0.01
FLOW

-------
                                   TRIBUTARY FLOW INFORMATION FOR KENTUCKY
                                                              2/3/75
LA
-------
        APPENDIX D
PHYSICAL and CHEMICAL DATA

-------
STORET RETRIEVAL DATE 75/01/27
                                                                  210301
                                                                 37 46 53.0 084 42 34.0
                                                                 HERfilNGTON LAKE
                                                                 21167   KENTUCKY
DATE
FRO*
ro
73/05/26








73/08/20






73/10/25








00010
TIME DEPTH rfATER
OF TEMP
DAY FEET
11
11
11
11
11
11
11
11
11
12
12
12
12
12
12
12
10
10
10
10
10
10
10
10
10
30
30
30
30
30
30
30
30
30
15
15
15
15
15
15
15
34
34
34
34
34
34
34
34
34
0000
0004
0015
0024
0045
0065
0095
0130
0180
0000
0015
0037
0060
0100
0170
0200
0000
0005
0015
0030
0050
0070
0110
0150
0185
CENT
22
22
19
18
16
14
11
10
7
28
27
22
18
16
10
5
21
21
21
21
20
18
15
12
6

.3
.2
.4
.0
.4
.0
.9
.8
.0
.0
.5
.0
.6
.1
.4
.4
.2
.2
.4
.1
.9
.1
.1
.4
.8
MEPALES

00300
DO

MG/L

13.6
7.2
6.0
6.2
7.0
7.6
6.6
6.0
8.0
5.4
0.0


0.1
0.0

4.8
5.0
4.6
2.8
0.6
0.6
0.6
0.6

00077 0009<»
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICPOMHO
42 270
270
275
285
285
280
275
295
285
40 265
274
242
234
223
221
208
67 247
247
244
244
247
214
215
219
205
3
00400
PH

SO
9.00
8.90
8.20
7.90
7.90
7.90
8.00
7.70
7.50
7.90
7.60
7.20


6.90
6.90
8.00
7.90
7.90
7.80
7.70
7.40
7.40
7.30
7.30

00410
T ALK
CAC03
MG/L
94
94
102
110
112
112
110
116
117
76
78
98


115
127
102
100
100
101
102
102
106
125
133
211
0184
00610
NH3-N
TOTAL
MG/L
0.040
0.040
0.120
0.170
0.200
0.130
0.100
0.030
0.040
0.070
0.040
0.120


0.300
0.690
0.060
0.050
0.050
0.060
0.080
0.040
0.040
0.390
0.810
1202


FEET DEPTH
00625
TOT KJEL
N
MG/L
1.000
0.800
0.400
0.400
0.400
0.400
0.300
0.200K
0.300
0.800
0.500
0.500


0.700
1.300
0.700
0.800
0.700
0.700
0.200
0.200K
0.200K
0.600
1.300
00630
N02&N03
N-TOTAL
MG/L
0.320
0.300
0.360
0.530
0.660
0.700
0.860
1.340
1.530
0.120
0.050
0.040


0.780
0.150
0.040
0.020
0.020
0.030
0.030
0.500
1.020
0.580
0.110
00671
PHOS-DIS
ORTHO
MG/L P
0.023
0.030
0.014
0.016
0.031
0.048
0.047
0.076
0.110
0.019
0.022
0.056


0.123
0.214
0.053
0.042
0.038
0.046
0.052
0.072
0.101
0.148
0.196
                    K VALUE KNOWN TO BE
                    LESS THAN INDICATED

-------
STORET RETRIEVAL DATE 75/01/37
DATE
FKOM
TO
73/05/26








73/08/20




73/10/25








00665 32217
TIME DEPTH PHOS-TOT CHLRPHYL
OF A
DAY FEET
11
11
11
11
11
11
11
11
11
12
12
12
12
12
10
10
10
10
10
10
10
10
10
30
30
30
30
30
30
30
30
30
15
15
15
15
15
34
34
34
34
34
34
34
34
34
0000
0004
0015
0024
0045
0065
0095
0130
0180
0000
0015
0037
0170
0200
0000
0005
0015
0030
0050
0070
0110
0150
0185
MG/L P
0.099
0.099
0.042
0.030
0.041
0.056
0.053
0.089
0.150
0.087
0.043
0.065
0.123
0.235
0.079
0.062
U.059
0.068
0.076
0.081
0.106
0.181
0.445
UG/L
21.7








9.4




2.0








                                                                  210301
                                                                 37 46 53.0 084 42 34.0
                                                                 MtrfklNGTON LAKE
                                                                 21)67   KENTUCKY
                                                                 11EPALES
                                                                 3
 2111202
0184 FEET
DEPTH

-------
STORE! RETRIEVAL DATE 75/01/27
                                                                  310302
                                                                 37 45 20.0 084 42 12.0
                                                                 HERRINGTON LAKE
                                                                 21167   KENTUCKY

DATE
FROM
TO
73/05/26








73/08/20







73/10/25









TIME
OF
DAY
12
12
12
12
12
12
12
12
12
13
13
13
13
13
13
13
13
11
11
11
11
11
11
11
11


35
35
35
35
35
35
35
35
35
15
15
15
15
15
15
15
15
16
16
16
16
16
16
16
16

DEPTH

FEET
0000
0005
0015
0025
0050
0075
0110
0150
0180
0000
0010
0015
0020
0060
0100
0150
0183
0000
0010
0020
0050
0070
0110
0150
0171
00010
WATER
TEMP
CENT
22.1
21.5
19.4
16.0
16.0
13.0
11.6
9.8
7.3
28.1
27.9
26.9
25.2
18.5
16.0
13.1
7.4
21.0
20.9
20.9
20.9
18.1
15.4
12.7
7.1
11EPALES

00300
DO

MG/L

16.0
8.8
6.2
6.0
6.6
7.0
6.4
4.4
7.6

0.8

0.0
0.4

0.2

4.6
4.6
4.6
0.4
0.6
0.6
0.6

00077 00094
TRANSP CNDUCTVY
StCCMl FIELD
INCHES MICROMHO
39 220
220
240
260
260
280
280
295
295
108 236
236
251
264
222
217
208
218
lOb 230
230
231
230
211
217
242
220
3
00400
PH

SU
9.20
9.10
8.60
8.20
7.90
7.90
7.70
7.60
7.40
7.80

7.20

7.00
6.90

6.70
7.60
7.60
7.60
7.60
7.30
7.20
7.10
7.20

00410
T ALK
CAC03
MG/L
91
94
108
112
114
105
108
113
109
75

90

101
103

139
98
98
98
99
102

144

2111202
0185
00610
NH3-N
TOTAL
MG/L
0.030
0.040
0.040
0.080
0.150
0.070
0.030
0.040
0.040
0.050

0.040

0.110
0.050

0.850
0.060
0.050
0.040
0.040
0.040

0.980

FEET DEPTH
00625
TOT KJEL
N
MG/L
0.600
0.700
0.400
0.400
0.400
0.400
0.300
0.300
0.300
0.900

0.500

0.500
0.300

1.400
0.600
0.300
0.400
0.200
0.300

1.200

00630
N02&N03
N-TOTAL
MG/L
0.200
0.180
0.350
0.510
0.840
0.960
1.260
1.590
1.400
. 0.040

0.040

0.490
1.400

0.510
0.040
0.040
0.040
0.040
0.540

0.060

00671
PHOS-DIS
GRTHO
MG/L P
0.014
0.013
0.009
0.013
0.065
0.060
0.076
0.092
0.096
0.014

0.022

0.034
0.109

0.214
0.037
0.031
0.030
0.032
0.114

0.117


-------
STORET RETRIEVAL DATE 75/01/27
  DATE
  FROM
   TO

73/05/26
73/08/20
73/10/25

TIME DEPTH
OF
DAY FEET
12 35 0000
12 35 0005
12 35 0015
12 35 0025
12 35 0050
12 35 0075
12 35 0110
12 35 0150
12 35 0180
13 15 0000
13 15 0015
13 15 0060
13 15 0100
13 15 0183
11 16 0000
11 16 0010
11 16 0020
11 16 0050
11 16 0070
11 16 0150
00665
PHOS-TOT

MG/L P
0.053
0.062
0.035
0.027
0.079
0.071
0.07S
0.097
0.098
0.028
0.032
0.035
0.109
0.294
0.052
0.046
0.046
0.047
0.136
0.188
32217
CHLRPHYL
A
UG/L
26.5








8.6




1.7





                                                                  210302
                                                                 37 4i> 20.0 084 42
                                                                 HERRINGTON LAKE
                                                                 21167   KENTUCKY
12.0
                                                                 lltPALES
                                                                 3
   2111202
  0185 FEET
DEPTH

-------
STORE! RETRIEVAL DATE 75/01/27
                                                                  310303
                                                                 37 42 58.0 084 44 41.0
                                                                 HERRINGTON LAKE
                                                                 21167   KENTUCKY

DATE
FROM
TO
73/05/26







73/08/20






73/10/24








TIME
OF
DAY
14
14
14
14
14
14
14
14
14
14
14
14
14
14
14
11
11
11
11
11
11
11


40
40
40
40
40
40
40
40
00
00
00
00
00
00
00
54
54
54
54
54
54
54

DEPTH

FEET
0000
0005
0015
0030
0050
0070
0100
0145
0000
0015
0021
0030
0060
0090
0129
0000
0005
0015
0030
0055
0070
0114
00010
WATER
TEMP
CENT
23.3
21.7
18.7
17.1
15.9
13.5
11.8
9.7
28.0
26.8
25.3
23.0
18.3
16.6
15.2
20.8
20.8
20.8
20.8
20.6
18.1
15.2
11EPALES

00300
DO

MG/L

13.6
7.2
4.4
5.4
5.8
7.0
2.2
7.6
1.6

0.2
0.2
0.2
0.0

3.0
3.0
2.8
0.8
0.6
0.4

00077 00094
TrfANSP CNDUCTVY
SECCHI FIELD
INCHES M1CROMHO
60 225
225
250
245
265
260
280
280
66 223
251
274
236
203
201
268
65 228
229
228
227
231
212
282
3
00400
PH

SU
8.90
8.90
8.00
7.70
7.60
7.60
7.60
7.50
7.80
7.10

6.80
6.70
6.60
6.40
7.40
7.40
7.40
7.40
7.30
7.10
7.00

00410
T ALK
CAC03
MG/L
95
94
96
95
106
103
114
117
84
97

101
97
98
150
106
106
106
105
106
108

2111202
0150
00610
NH3-N
TOTAL
MG/L
0.060
0.040
0.130
0.170
0.120
0.040
0.030
0.140
0.060
0.040

0.240
0.040
0.130
1.620
0.070
0.060
0.050
0.060
0.110
0.140

FEET DEPTH
00625
TOT KJEL
N
MG/L
0.600
0.600
0.500
0.500
0.500
0.500
0.400
0.500
0.700
0.500

0.800
0.400
0.600
2.700
0.500
0.200
0.200
0.200
0.400
0.400

00630
N02&N03
N-TOTAL
MG/L
0.440
0.420
0.650
0.980
1.040
1.040
1.040
1.090
0.090
0.050

0.320
0.700
1.180
0.120
0.040
0.020
0.020
0.020
0.020
0.100

00671
PMOS-OIS
ORTHO
MG/L P
0.026
0.019
0.043
0.103
0.091
0.085
0.072
0.066
0.012
0.029

0.118
0.093
0.105
0.066
0.049
0.041
0.040
0.040
0.043
0.146


-------
STORtT RETRIEVAL DATE 75/01/37
DATE
FROM
TO
73/05/26







73/08/20





73/10/24





00665 32217
TIME DEPTH PHOS-TOT CHLRPHYL
OF A
DAY FEET
14
14
14
14
14
14
14
14
14
14
14
14
14
It
11
11
11
11
11
11
40
40
40
40
40
40
40
40
00
00
00
00
00
00
54
54
54
54
54
54
0000
0005
0015
0030
0050
0070
0100
0145
0000
0015
0030
0060
0090
0129
0000
0005
0015
0030
0055
0070
MG/L P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.060
.064
.070
.132
.108
.109
.080
.098
.028
.042
.139
.105
.219
.412
.069
.060
.057
.059
.072
.181
UG/L
6.1







8.0





3.1





                                                                  210303
                                                                 37 42 58.0 084 44 tl.O
                                                                 HERRINGTON LAKE
                                                                 31167   KENTUCKY
                                                                 11EPALES
                                                                 3
 2111303
0150 FEET
DEPTH

-------
STORE! RETRIEVAL DATE 75/01/27
                                                                  210304
                                                                 37 *0 16.0 084 41 24.0
                                                                 HERRINGTON LAKE
                                                                 21079   KENTUCKY
11EPALES


DATE
FROM
TO
73/05/26



73/08/20




73/10/25



DATE
FROM
TO
73/05/26



73/08/20


73/10/25




TIME DEPTH
OF
DAY FEET
15 40 0000
15 40 0005
15 40 0015
15 40 0030
16 IS 0000
16 15 0005
16 15 0015
16 15 0017
16 15 0023
12 21 0000:
12 21> 0002
12 2J 0005

TIME. DEPTH
OF
DAY FEET
15 40 0000
15 40 0005
15 40 0015
15 40 0030
16 15 0000
16 15 0015
16 15 0023
12 21 0000
12 21 0002
12 21 0005

00010
MATER
TEMP
CENT
23.9
20.0
18.4
18.0
27.9
27.5
26.9
.26.6
24.7
^19. 4
19>4
,18. ,9
00665
PHOS-TOT

MG/L P
0.125
0.145
0.231
0.224
0.044
0.075
0.284
0.246
0.149
0.140

00300
DO

MG/L

7.
5.
4.
5.

0.

0.

6.
5.
32217






8
6
2
8

4

1

2
8


00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICROMHO
37 230
230
190
210
40 236
244
262
292
318
18 247
247
250

3
00400
PH

SU
9.10
8.50
7.90
7.70
7.80

7.00

6.70
7.60
7.60
7.50


00410
T ALK
CAC03
MG/L
99
99
78
87
94

99

134
117
117
118

2111202
0034
00610
NH3-N
TOTAL
MG/L
0.050
0.150
0.200
0.260
0.060

0.090

0.720
0.060
0.050
0.060

FEET DEPTH
00625
TOT KJEL
N
MG/L
0.600
0.500
0.600
0.600
1.000

0.800

1.500
1.800
1.100
0.900

00630
N02&N03
M-TOTAL
MG/L
0.500
0.790
0.970
0.990
0.060

0.090

0.080
0.040
0.040
0.060

00671
PHOS-OIS
ORTHO
MG/L P
0.028
0.085
0.076
0.095
0.012

0.032

0.089
0.016
0.014
0.012

CHLRPHYL
A
UG/L
16.



11.


64.




2



0


6























































































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

-------
STORET 0ETWIEVAL DATE 75/01/13
                                                                  -2103A1          LS2103A1
                                                                  3?: 47 00.0 084 42 00.0
                                                                  t)fX RIVER
                                                                  ai      7.5 rflLMORE
                                                                  0/HErWINGTON LAKt
                                                                  BANK BELO DAM LIGHT DUTf 0AM ACCESS RD
                                                                  I'lEPALES             2111204
                                                                  4                   0000 FEET  DEPTH
04TE
FROM
TO
73/03/31
73/05/01
73/05/31
73/07/03
73/08/03
73/09/06
73/10/03
73/11/04
13/12/01.
74/01/05
74/6?/15
74/03/01
74/03/16
74/04/0?
00630 00625
TIME DpPTH »JO?&N03 TOT KJF.L
Of N- TOTAL N
HAY FEET MO/L
11
16
jc;
14
1?
08
16
09
06
12
16
09
09
11
10
30
00
00
15
00
00
00
3.0
40
30
00
30
00
1
1
0
0
6
0
0
0
.160
.060
.830
.930
.930
.830
.670
.368
	 .0.430 .
1
1
1
1
4
.680
.340
.340
.360
.400
Mfi/L
0
0
0
0
3
4
2
1
1
2
2
1
1
1
.270
.310
.380
.540
.000
.400
.400
.700
«J300
.500
.600
.200
.900
.500
00610 00671
NH3-N PHOS-OIS
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
008
014
125
020
084
147
092
064
028
115
050
035
040
065
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
P
060
056
043
036
069
073
082
078
064
092
090
090
085
075
00665
PHOS-TOT
MG/L P
0.070
0.080
ovbso
0£tf40
Oi(f**0
0 . 10 8
0.105
0.110
o t-iss.
o'.'y$6
6 •%'$£>
0.135
o. itp


-------
STORET RETRIEVAL DATE 75/01/13
                                                                   2ll3A3          LS2103A3
                                                                  37 38 30.0 084 39 30.0
                                                                  DIX"RIVES
                                                                  21 -     7.5 BRYANTSVILLE
                                                                  T/HEf-.KlMGTON LAKE
                                                                  H«Y, 52 drtDG NEAR GAGING STATION
                                                                  HEt'ALES             2111204
                                                                  4  •                 0000 FEET  DEPTH

DATE
FROM
TO

73/03/31
73/05/01
73/05/30
73/07/03
7.3/08/01
73/08/31
73/10/0?
73/10/31
73/12/-3.1.
74/01/05
74/03/01

TIMF DEPTH
OF
DAY FE=:T

09 00
12 30
14 30
o"a 30
13 00
11 00
09 30
10 IS
-10 ..£5..,., . -
09 30
12 30
00630
NO?f,N03
M- TOTAL
MG/L
-
0.790
1.100"
0.960
1.100
: "0.9fiO
0.020
0.037
0.132
. . 1.760 .
1.5?0
1.200
0062S
TOT 'KJFL
N
MG/L

0.420
0.190
0.560
1.890
?.o6o"
1.200
0.900
2.500
0.7QO_
0.700
0 . 80.6
00610
MH3-N
TOTAL
MG/L
*.
0.020
0.009
0.044
-o.2afo;:
0.069
0.039
0.048
0.048
. . O.O36.
0.080
0.075
0067 1
PHOS-OIS
ORTHO
M6/L P
- -
0.042
0.037
0.050
0^070
0.078
0.079
0.052
0.052
_ , O..060:
0.065
0.080
006&5-
PhOS-TOT

MG/L P •
-Air i
0.08S
0.075
0 . 14§
Oi2o|
o .til
0.156
o.nb
0.09^
0.13%
0.090"
6.12¥

-------
STOPET •'ETRIEVAL OCTE 75/01/13
                                                                   £i0331           LS2103B1
                                                                  33,38 30.0 084 43 30.0
                                                                  CCftRKS PUN
                                                                  21       7.5 8RYANTSVILLE
                                                                  T/HA>irtIN&TON LAKE
                                                                  FOftO ON *L> 5 MI N OF ST H*Y52
                                                                  fit?ALES             2111204
                                                                  4                   0000 FEET  DEPTH
  OSTF
  FROM    OF
   TO    DAY
TIME DE°T^
73/Q.V31
73/05/01
73/05/30
73/07/03
73/qa/Ol
73/08/31
73/10/02
73/10/31
73/12/31
7^/01/31
74/03/01
74/04/02
GQ 25
12 00
14 00
09 00
13 30
10 00
It- 00
10 00
10 35
10 00
13 00
10 00
00630
NO?*. NO 3
N-TOTAL
MG/L
1.9t,0
2.^00
1.360
£.400
1.660
?.100
2.000
2.400
3..70tt
3.300
' 2.600
2.200
006?5
TOT KJFL
N
MG/L
0.060
0.480
4.300
1 .400
1.630
4.350
9.000
5.100
- 0.800
?.100
1.500
1.500
00610
N|H"»-M
TOTAL
MG/L
0.210
0.120
0.058
0.168
0.13"
0.480
5.100
2.200
0.096
0.440
0.400
0.090
00671
PMOS-OIS
ORTHO
MG/L P
0.480
0.390
0.340
0.620
0.780
3.500
4.200
3.200
0.152
0.360
0.620
o.iao
00665
PHOS-TOt

MG/L P
- *^ -
o-4*«
O.SSt)
2.4J6
0,84.&
0.^6
4.r«d
4.700

.. o . 3fto;,
0 . 52t)
o.eao
0.539

-------
STORE? RETRIEVAL DATE 75/01/20
  OATE   TIME DEPTH NO?f,N03
  FROM    OF
   TO    DAY  FEET
73/03/31
73/04/89
73/05/01
73/05/30
73/07/03
73/08/01
73/08/31
73/10/02
73/10/31
73/12/31
74/01/31
74/03/01
74/04/0?
10 30
08 55
12 30
13 00
09 30
14 30
09 30
11 00
09 00
11 15
11 00
13 30
09 00
                                                                  2103C1          LS2103C1
                                                                 37 41 30.0 084 46 00.0
                                                                 MOCKS BRANCH
                                                                 21      7.S DANVILLE
                                                                 T/HERRINGTON LAKE
                                                                 BRDG ON HWY 33 2.5 MI N OF DANVILLE
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
0630
'f,N03
OTAL
1G/L
2.000
0.430
1.760
2.000
2.100
0.980
0.490
3.700
1.000
4.900
4.200
2.700
2.300
00625
TOT KJEL
N
MG/L
0.320
0.130
0.480
1.050
8.500
1.760
2.100
3.000
1.850
0.600
1.100
0.400
1.700
00610
NH3-N
TOTAL
MG/L
0.013
0.026
0.011
0.310
0.870
0.058
0.205
0.092
0.184
0.036
0.030
0.040
0.040
00671
PHOS-DIS
ORTHO
MG/L P
0.132

0.095
0.310
0.200
0.154
0.220
0.560
0.368
0.200
0.165
0.130
0.250
00665
PHOS-TOT

MG/L P
0.210

0.150
0.610
0.315
0.210
0.345
0.735
0.520
0.270
0.230
0.200
0.830
50051 50053
FLOW CONDUIT
RATE FLOW-MGD
INST MOD MONTHLY














-------
STORET WETRIEVAL DATE 75/01/30
                                                                  210301
                                                                 37 40 55.0 084 44 45.0
                                                                 SPEAKS CREEK
                                                                 21      7.5 RRYANTSVILLE
                                                                 T/LAKE HEHRINGTON
                                                                 BANK END OF SPEAKS CREEK so
                                                                 11EPAL£S             2111204
                                                                 4                   0000 FEET
DEPTH
OATE
FROM
TO
73/03/31
73/04/29
73/05/30
73/07/03
73/08/01
73/08/31
73/10/02
73/10/31
73/12/31
74/01/31
74/03/01
74/04/02
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET
09
11
13
09
14
08
10
09
11
10
13
09
50
00
30
00
30
30
30
30
00
30
25
30
MG/L
1
1
0
0
0
2
2
1
3
2
2
2
.820
.780
.720
.033
.010
.200
.300
.120
.600
.400
.500
.100
MG/L
0.150
0.200
1.150
1.050
1.150
1.760
6.000
0.500
0.500
0.500
0.300
1.100
00610 00671 00665 50051 50053
NH3-N PHOS-DIS PHOS-TOT FLOW CONDUIT
TOTAL ORTHO RATE FLOW-MOD
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
008
020
058
044
085
100
150
028
036
015
012
030
MG/L P
0
0
0
0
0
0
0
0
0
0
0
0
.230
.210
.110
.026
.028
.350
.400
.336
.264
.175
.230
.290
MG/L P INST MGD MONTHLY
0
0
0
0
0
0
0
0
0
0
0
0
.250
.250
.250
.095
.090
.390
.575
.380
.345
.220
.300
.780

-------
STOBET SETRIEVat. OATE  75/0 I/i 3
  DATE   TIME OE°TH NOPR.N03
  FROM    OF
   TO    DAY  FFET
73/03/31
73/04/29
73/05/31
73/07/03
73/08/03
73/10/03
73/11/04
74/0-1/05
74/02/15
74/03/01
13 30
10 00
16 00
14 00
14 00
11 00
14 00
09 20
12 00
16 00
10 00
                                                                   2103E1
                                                                  37 45 15.0 084 44 25.0
                                                                  CANE SUN
                                                                  21-      7.5 WILMORE
                                                                  T/LAKE HF.HRINGTON
                                                                  SANK 3 MI SE OF BURGIN
                                                                  11EPALES             2111204
                                                                  f                   0000 FEET  DEPTH
0630
R.N03
OTAL
;G/L
2.040
2.?OC
2.400
2.700
1.5*0
0.40C
0.390
l.O^-O
3.400
1.500
?.100
006?5
TOT KJEL
N
MG/L
0.440
0.101K
0.4ifO
0.540
0.100K
0.440
O.SSO
3.400
. 0.300
2.200
4.400
OC610
•••1H3-N
TOTAL
MG/L
0.022
0.012
0.115
0.026
0.026
0.073
0.075
0.216
0.01S
0.050
0.090
00671
PHOS-OIS
OWTHO
MG/L P
0.220
0.210
0.231
0.273
0.245
0.336
0.42C
0.320
0.250
0.120
0.230
00665
PHOS-TOT

MG/L P
0.290
0.260
C.340
0.41$
0.280
0.380
0.500
0.390
0.315
0.1&6
0.390

-------
STORET MEDIEVAL DATE 75/02/03
DATE
FrtOM
TO
73/04/19
cpm-
73/04/19
73/05/09
CP-
73/05/09
73/06/12
CP(T>-
73/06/12
73/07/16
CP(T)-
73/07/16
73/09/16
CPU)-
73/09/16
73/10/22
CP(T)-
73/10/22
73/11/18
CP(T)-
73/11/18
74/02/04
cpm-
74/02/04
74/03/04
CP(T>-
74/03/04
74/04/05
CP(T)-
74/04/05
74/05/01
CP(T>-
74/05/01
74/06/03
CP < T ) -
74/06/03
00630
TIME DEPTH N02&N03
OF N-TOTAL
DAY FEET MG/L
11 00

16 00
11 00

16 00
08 00

16 00
08 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
10 30

15 30
10 00

16 00
09 30

11 30
09 20

11 20
09 00

11 00

4.300


5.100


9.200


5.SOO


6.600


5.200


6.600


0.160


5.040


5.200


8.400


4.500

00625
TOT KJEL
N
MG/L

27.000


14.700


14.000


24.000


42.000


24.000


39.000


10.000


17.000


12.000


24.000


14.000

                                                                   2103AA          TF2103AA     POO3446
                                                                  37 36 30.0 084 35 10.0
                                                                  LANCASTER
                                                                  21      7.5 LANCASTER
                                                                  1/rlEHi^INliTON LAKE
                                                                  *HIT£ OAK  CKEtK/DlX klVER
                                                                  11EPALES             2141204
                                                                  4                   0000 FEET  DEPTH
                                           00610      00671      00665     50051      50053
                                         NH3-U     PhOS-DIS   PrlOS-TOT     FLOW    CONDUIT
                                         TOTAL      OHTHO                 KATE    FLOW-MGD
                                           MG/L      MG/L P     MG/L  P   INST MOD  MONTHLY
                                            3.400     20.400     23.000      0.220     0.200
                                            0.550     lb.200     19.500      0.300     0.200
                                            5.340     18.900     24.000      0.280     0.269
                                            7.800
4.700
          7.800    20.500
                                            9.800    42.250     50.000
                              0.170
                                            1.680      6.600      Si.100      0.200
                                                                                    0.224
                                           24.700     15.200     16.000      0.180     0.199
                                           21.000     12.600     17.300      0.160     0.184
                                        0.288
                                            4.400      8.500     11.500      0.190     0.200
                                            2.100      7.200     10*500      0.300     0.271
                                           10.000      5.900     17.300      0.250     0.255
                                                      5.400      8.000     0.370     0.214

-------
STORE! RETRIEVAL DATE 75/02/03
                      00630
  DATE   TIME OEpTH N02&N03
  FROM    OF        N-TOTAL
   TO    DAY  FEET    MG/L
74/07/02 0V 30
CP(T»-
74/07/02 11 30
00625
TOT KJEL
N
MG/L
00610
NH3-N
TOTAL
MG/L
00671
PnOS-OIS
ORTHO
MG/L P
2103AA TK2103AA
37 3b 50.0 084 35 10.0
LANCASTER
21 7.5 LANCASTER
T/HtK^INGTON LAKE
«Hirt OAK CREEK/OlA KlVErt
11EPALES 2141204
4 0000 FEET
0066S 50051 50053
PHOS-TOT FLOW CONOUIT
RATE FLOW-MOD
MG/L P INST MGD MONTHLY
0.320
23.000
                                                                                               P0034<»b
                                                                                                DEPTH
14.000
                             30.000
30.000
0.250
0.225

-------
STORET RETRIEVAL DATE 75/02/03

DATE
FROM
TO
73/04/18
CP -
73/05/21
73/06/21
CP(T>-
73/06/21
73/07/24
CPU>-
73/07/24
73/08/lb
CP(T)-
73/08/16
73/09/19
CP(T)-
73/09/19
73/10/25
CP-
74/02/07
74/02/26
CP(T)-
74/02/26
74/03/27
CPUJ-
74/03/28

TIME DEPTH
OF
DAY FEET
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
11 00

16 00
23 00

04 00
, 00630
N02&N03
M-TOTAL
MG/L

1.370


1.260


0.860


0.840





1.100


5.200


3.990


2.760


1.760


2.400


1.480

00625
TOT KJEL
N
MG/L

12.400


18.000


13.000


11.500





19.000


8.300


7.100


7.400


7.000


9.800


5.000

                                                                  2103Aa          TF2103A8     P002474
                                                                 J? 30 00.0 084 39 30.0
                                                                 STANFORD
                                                                 21      7.5 DANVILLE
                                                                 r/HEK*INoT(JN LAKE
                                                                 LOGAN C^ttK/DIX RlVtH
                                                                 11EPALES             2141204
                                                                 4                   0000 FEET  DEPTH
                                          00610     00671     00665     50051     50053
                                         NH3-N    PHOS-OIS  PHOS-TOT    FLOW    CONDUIT
                                         TOTAL     OtfTHO                RATE    FLOH-MGD
                                          MG/L     MG/L P    MG/L P   iNST MGD  MONTHLY
                                           0.370     5.800     9.200     0.275
                                           3.200     4.700
                                           2.600     3.200
                                           0.260
                                           7.900
          9.100
7.800    11.600     0.528
                                           0.150     2.100
          4.800
                                           2.160     1.900     3.700     0.792
                                           0.540     2.300
          4.600
                              0.253
0.268     0.275
          7.700     0.287     0.273
5.100    11.000     0.265     0.287
                                                                         0.287     0.269
                                                                                   0.379
                                           u.420    10.800    11.500     0.487     0.370
                                           1.300    14.000    17.300     0.496     0.484
0.487     0.371
                              0.380
                                           0.570    14.000    18.800     0.734     0.489
                                                                         0.384     0.297

-------
STORE! RETRIEVAL DATE 75/02/03
                                                                  2103riA          TF2103BA     P011542
                                                                 37 37 55.0 084 45 40.0
                                                                 DANVILLE
                                                                 21      7.5 DANVILLE
                                                                 T/HEKRINGTON LAKE
                                                                 CLACKS RON
                                                                 11EPALES             2141204
                                                                 4                   0000 FEET  DEPTH
                      00630     00625
  DATE   TIME DEPTH N02&.M03   TOT KJEL
  FROM    OF        N-TOTAL      N
   TO    DAY  FEET    MG/L      MG/L
73/04/24 08 00
CP (T) -
73/04/24 16 00
73/05/30 08 00
CP(T)-
73/05/30 16 00
73/06/25 08 00
CP(T) -
73/06/25 16 00
73/07/30 08 00
CP (T) -
73/07/30 16 00
73/08/27 08 00
CP (T) -
73/08/27 16 00
73/09/28 08 00
73/10/29 08 00
CP(T)-
73/10/29 16 00
73/11/28 08 00
CP(T)-
73/11/28 16 00
73/12/27 08 00
CP < T) -
73/12/27 16 00
74/01/27 08 00
CP(T)-
74/01/27 16 00
74/02/27 08 00
CP(T) -
74/02/27 16 00
74/03/28 08 00
CP(T)-
74/03/28 16 00
74/04/30 08 00
CP(T) -
74/04/30 16 00
 00610     00671     00665     50051     50053
NH3-N    PHOS-01S  PHOS-TOT    FLO*    CONDUIT
TOTAL     ORTHO                RATE    FLOw-MGD
 MG/L     MG/L P    MG/L P   INST MGD  MONTHLY
6. BOO
6.500
1.740
7.200
.7.600
li.600
10.000
8.600
6.160
4.900
3.700
4.000
5.600
6.000
6.000
12.600
11.000
16.000
7.900
18.000
5.200
4.300
8.600
10.000
9.000
15.000
0.340
0.041
1.160
0.440
1.140
1.000
4.500
0.240
0.100
0.120
0.062
0.350
1.600
2.800
1.580
6.900
5.000
9.200
11.000
5.900
1.600
1.470
3.700
2.600
3.600
5.500
3.900
3.600
8.60C
6.300
14.700
11.500
9.450
3.000
1.850
4.400
3.500
6.700
7.800
1.700
1.800
1.600
1.600
1.600
1.400
1.600
1.600
1.600
1.600
1.6uO
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600
1.600

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