U.S. ENVIRONMENTAL PROTECTION AGENCY
                NATIONAL EUTROPHICATION SURVEY
                          WORKING PAPER SERIES
                                                 REPORT
                                                   ON
                                            RIVANNA RESERVOIR
                                            ALBERMARLE COUiifY
                                                VIRGINIA
                                              EPA REGION III
                                           WORKING PAPER No, 466
           PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
                          An Associate Laboratory of the
              NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
                                   and
        NATIONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA
•&GPO	697-O32

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                                REPORT
                                 ON
                          RIVANM RESERVOIR
                          ALBERMARLE C01MY
                              VIRGINIA
                            EPA  REGION III
                        WORKING  PAPER No, 466
   WITH THE COOPERATION OF THE
VIRGINIA STATE WATER CONTROL BOARD
             AND THE
     VIRGINIA NATIONAL GUARD
            JUNE, 1975

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                               CONTENTS
                                                Page
  Foreword                                        i i
  List of Virginia  Study Lakes                    iv
  Lake and  Drainage Area Map                       v

  Sections
  I.   Conclusions                                  1
 II.   Lake  and  Drainage Basin Characteristics      4
III.   Lake  Water Quality Summary                  5
 IV.   Nutrient  Loadings                          10
  V.   Literature Reviewed                        16
 VI.   Appendices                                 17

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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 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(cj], clean lakes [§314(a,b)],
and water quality monitoring [§106 and §305(b)] activities mandated
by the Federal Water Pollution Control Act Amendments of 1972.

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                                m
    Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic condi-
tion are being made to advance the rationale and data base for
refinement of nutrient water quality criteria for the Nation's
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 Virginia State Water Con-
trol Board for professional involvement and to the Virginia
National Guard for conducting the tributary sampling phase of
the Survey.

    Eugene T. Jensen, Executive Secretary of the State Water
Control Board; Michael  A. Bellanca, Director; Jean W. Gregory,
Pollution Control Specialist; and Robert W. Pitchford, Pollution
Control Technician; Bureau of Surveillance and Field Studies;
provided invaluable lake documentation and counsel during the
Survey, reviewed the preliminary reports, and provided critiques
most useful in the preparation of this Working Paper series.

    Major General William J. McCaddin, the Adjutant General of
Virginia, and Project Officer Lt. Colonel James D. Manley, who
directed the volunteer efforts of the Virginia National Guardsmen,
also are gratefully acknowledged for their assistance to the
Survey.

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                                iv
LAKE NAME
Bluestone

Chesdin

Chickahominy
Claytor
J. H. Kerr
0. W. Flannagan
Occoquan
Rivanna
Smith Mountain
                  NATIONAL EUTROPHICATION SURVEY
                           STUDY LAKES
                        STATE OF VIRGINIA
COUNTY
Giles, VA; Mercer,
  Monroe, Summers,  WV
Amelia, Chesterfield,
  Dinwiddie
Charles City, New Kent
Pulaski
Charlotte, Hallifax,
  Micklenburg, VA;
  Granville, Vance,
  Warren, NC
Dickenson
Fairfax, Prince William
Albemarle
Bedford, Franklin,
  Pittsylvania

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            78° 45'
78° 30'
	38° 15
                                                               iarlysville
                                SOUTH  FORK RIVANNA
                                    RIVER  RESERVOIR
                                 <8>   Tributary Sampling Site
                                 X   Lake Sampling Site
                                     Sewage Treatment Facility
                                t^_9  Drainage Area Boundary
                                    . .  .   . ?	VKm.
                                          Scale
                                                 5 Mi.

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                             RIVANNA RESERVOIR
                              STORE! NO. 5113

I.  CONCLUSIONS
     A.  Trophic Condition:
             Survey data indicate that Rivanna Reservoir is eutrophic.
         It ranked seventh in overall trophic quality when the eight
         Virginia lakes sampled in 1973 were compared using a combina-
         tion of six parameters*.  Six lakes had less median total phos-
         phorus, median dissolved phosphorus, and median inorganic
         nitrogen; two had less mean chlorophyll aj and six had greater
         mean Secchi disc transparency.  Depression of dissolved oxygen
         with depth occurred at sampling station 1 in July and September
         and at station 2 in July.
             Survey limnologists noted an algal bloom at stations 2 and
         3 in September.
     B.  Rate-Limiting Nutrient:
             The algal assay results indicate the reservoir was phos-
         phorus limited at the time the sample was taken (04/09/73).
         The reservoir data indicate phosphorus limitation at stations
         1 and 2 and nitrogen limitation at station 3 at all sampling
         times.
     C.  Nutrient Controllability:
             1.  Point sources—During the sampling year, point sources
         contributed 9.0% of the total  phosphorus load to the reservoir.
         Morton's Frozen Foods in Crozet accounted for 8.0%, and the
* See Appendix A.

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                             2
Farmington Country Club accounted for 1.0% of the total.
Other point sources are known, but it is not likely they were
significant contributors to the total reservoir load during
the sampling year (see page 11).
    The present loading of 11.83 g/m2/year is almost 12 times
that proposed by Vollenweider (Vollenweider and Dillon, 1974)
as a eutrophic loading (see page 15).  Although Vollenweider's
model may not be applicable to water bodies with short hydraulic
rentention times, the present trophic condition of the reser-
voir is evidence of excessive nutrient loads.
    Because the reservoir is phosphorus limited much of the
time, all phosphorus inputs should be minimized to the greatest
practicable extent.   Phosphorus removal at the listed point
sources should at least help slow the present rate of eutrophi-
cation of the reservoir.   Further water quality improvement would
be expected if a significant portion of the phosphorus export of
Mechums River is controllable (see discussion below).
    2.  Non-point sources—The gaged tributaries were estimated
to have contributed 91.0% of the total reaching the reservoir.
Mechums River contributed nearly 71% of the total and had the
highest export rate (see page 14).  The 59 kg P/km2/yr measured
is more than twice the next highest rate (Fishing Creek,  29 kg
P/km2/yr) and may be indicative of unknown and unsampled point
sources, particular land-use practices within the drainage, or
underestimation of the listed point source loads.  Additional

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                             3
study is needed to determine the controllability of nutrient
sources in the Mechums River Drainage.

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS1"
                          J.J.
      A.   Lake Morphornetry  :
          1.   Surface area:  1.82 kilometers2.
          2.   Mean depth:  6.1  meters.
          3.   Maximum depth:  >11.6 meters.
          4.   Volume:  11.102  x 106 m3.
          5.   Mean hydraulic retention  time:   16 days.
      B.   Tributary and Outlet:
          (See Appendix C for  flow data)
          1.   Tributaries -
                                                Drainage        Mean  flow
              Name                              area  (km2)*     (m3/sec)*
              Ivy Creek                              56.7          0.7
              Mechums River                        256.7          3.0
              Moormans River                       193.0          2.2
              Buck Mountain Creek                    95.8          1.1
              Fishing Creek                          11.7          0.1
              Naked Creek                            8.2          0.1
              Minor tributaries &
               immediate drainage -                  49.5          0.6
                            Totals                671.6          7.8
          2.   Outlet -
              South Fork, Rivanna River            673.4**        7.8
      C.   Precipitation***:
          1.   Year of sampling:  115.2  centimeters.
          2.   Mean annual:   112.1 centimeters.

t Table  of metric conversions—Appendix  B.
tt  Bellanca,  1975.
* For limits  of accuracy,  see  Working  Paper  No.  175, "...Survey  Methods,
  1973-1976".
**  Includes  area of lake.
*** See  Working Paper No.  175.

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                                       5
III.   LAKE WATER QUALITY SUMMARY
      Rivanna Reservoir was  sampled three times  during the open-water
  season of 1973 by means of a pontoon-equipped  Huey helicopter.   Each
  time,  samples for physical  and chemical parameters were collected
  from three stations on the lake and from a number of depths  at  each
  station (see map, page v).   During each visit,  a single depth-integrated
  (4.6 m or near bottom to surface) sample was composited from the stations
  for phytoplankton identification and enumeration;  and during the first
  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
  depths sampled were 11.6 meters at station 1,  8.8 meters at  station
  2,  and 2.4 meters at station 3.
      The sampling results are presented in full  in  Appendix D and are
  summarized in the following table.

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                             A. SUMMARY OF PHYSICAL AND CHEMICAL CHARACTERISTICS FOR RIVANNA  (SOUTH FORK)  RES
                                                         STORET CODE 5113
PARAMETER

TEMP (C>

OISS 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 (MG/L)

KJEL N  (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A  (UG/L)

SECCHI  (METERS)
                             1ST SAMPLING  ( 4/ 9/73)

                                   3 SITES
2ND SAMPLING ( 7/19/73)

      3 SITES
3RD SAMPLING ( 9/29/73)

      3 SITES
RANGE
11.0
9.7
50.
6.8
10.
0.066
0.022
0.370
0.030
0.200
0.400
0.610
2.7
0.4
- 12.4
- 11.0
50.
8.0
17.
- 0.216
- 0.039
- 0.670
- 0.100
- 0.700
- 0.770
- 1.150
7.7
0.6
MEAN
11.7
10.1
50.
7.6
13.
0.119
0.028
0.481
0.072
0.375
0.553
0.856
5.1
0.5
MEDIAN
11.6
10.0
50.
7.7
12.
0.092
0.027
0.420
0.070
0.400
0.485
0.845
5.0
0.4
RANGE
23.5
3.2
53.
7.4
18.
0.023
0.004
0.160
0.130
0.200
0.290
0.600
3.1
0.8
- 26.4
8.0
60.
8.1
23.
- 0.123
- 0.066
- 0.420
- 0.350
- 0.700
- 0.720
- 1.070
- 12.1
1.8
MEAN
25.3
6.0
56.
7.5
21.
0.060
0.020
0.292
0.207
0.550
0.499
0.842
6.4
1.4
MEDIAN
25.8
6.8
55.
7.4
21.
0.037
0.008
0.275
0.205
0.600
0.520
0.865
3.9
1.5
KANGE
20.9
2.0
57.
6.6
18.
0.040
0.009
0.130
0.090
0.200
0.230
0.430
1.8
1.0
- 23.5
8.0
- 250.
7.6
22.
- 0.165
- 0.099
- 0.400
- 0.370
- 1.200
- 0.580
- 1.360
- 15.9
1.4
MEAN
22.7
5.6
153.
6.9
20.
0.076
0.021
0.191
0.185
0.520
0.376
0.711
8.5
1.2
MEDIAN
23.0
5.9
147.
6.8
20.
0.060
0.010
0.180
0.19b
0.500
0.395
0.660
7.8
1.3

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B.   Biological characteristics:

    1.  Phytoplankton -
        Sampling
        Date

        04/09/73
        07/19/73
        09/29/73
    2.   Chlorophyll  a^ -

        Sampling
        Date

        04/09/73
        07/19/73
        09/29/73
Dominant
Genera
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
Fragilaria sp.
Dinobryon sp.
Melosira sp.
Cryptomonas s£.
Navicula sp.
Other genera
Total
Melosira sp.
Flagellates
Sphaerellopsis sp.
Navicula sp.
Ankistrodesmus sp.
Other genera
Total
Anabaena sp.
Melosira sp.
Cyclotella sp.
Flagellates
Microcystis sp.
Other genera
                           Algal Units
                           per ml	

                             1,355
                               376
                               256
                               241
                               196
                               814

                             3,238

                               191
                               134
                                96
                                96
                                38
                                76

                               631
                                          Total
Station
Number

  01
  02
  03

  01
  02
  03

  01
  02
  03
                             1,635
Chlorophyll
(iig/1)

     7.7
     2.7
     5.0

     3.9
     3.1
    12.1

     7.8
    15.9
     1.8

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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              0.035             0.490           8.9
        0.050 P             0.085             0.490          11.7
        0.050 P + 1.0 N     0.085             1.490          23.1
        1.0 N               0.035             1.490           8.5
    2.  Discussion -
            The control yield of the assay alga,  Selenastrum capri-
        cornutum, indicates that the potential primary productivity
        of Rivanna Reservoir was quite high at the time the sample
        was collected (04/09/73).  Also, a significant increase in
        yield when orthophosphorus alone was added indicates that
        the lake was phosphorus limited at that time.  Note that
        the addition of nitrogen alone produced a yield no greater
        than that of the control.
            The reservoir data indicate a combination of limiting
        nutrients; although it will  be noted that station 3, nearest
        the nutrient point sources impacting the  Mechum River,
        tended toward nitrogen limitation while stations 1 and 2,
        further away, tended towards phosphorus limitation.
            Following is a tabulation of the mean inorganic nitro-
        gen/orthophosphorus ratios for each of the stations and
        sampling times with the indicated limiting nutrient in
        parentheses.

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Station
04/09/73
   1
   2
   3
18/1
25/1
13/1
[P)
[P)
[N?)
07/19/73
09/29/73
71/1
67/1
 9/1
;p)
42/1 (P)
26/1 (P)
 6/1 (N)

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                                    10
IV.  NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings, the Virginia National
Guard collected monthly near-surface grab samples from each of the
tributary sites indicated on the map (page v), except for the high
runoff months of May and June when two samples were collected.
Sampling was begun in July, 1973, and was completed in June, 1974.
     Through an interagency agreement, stream flow estimates for the
year of sampling and a "normalized" or average year were provided by
the Virginia District Office of the U.S. Geological Survey for the
tributary sites nearest the lake.
     In this report, nutrient loads for sampled tributaries were
determined 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 loads for unsampled "minor tributaries and immediate
drainage" ("II" of U.S.G.S.) were estimated using the means of the
nutrient loads, in kg/km2/year, at station D-l, E-l, and G-l and
multiplying the means by the II area in km2.
    Nutrient loads from the town of Crozet, Morton's Frozen Foods, and
Murray Manufacturing were calculated using nutrient concentrations
and corresponding flow data provided by the Virginia Water Control
Board (Godfrey, 1976).  Nutrient loads for Miller School, Brownsville,
and Acme Visible Records, all of which discharge intermittently, are
* See Working Paper No. 175.

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                                    11
not included in the following tables because it is not likely these

sources contributed significant amounts during the sampling year.

    The operator of the Farmington Country Club wastewater treatment

plant provided too few monthly effluent samples and corresponding flow

data to permit calculation of nutrient loads, so the loads were esti-

mated at 1.134 kg P and 3.401 kg N/capita/year.

    A.  Waste Sources:

        1.  Known municipal  -


        Name

        Farmington    ,.
         Country Club
        Brownsville


        Crozet

        Miller School
Pop.
Served
250
?


Treatment
ext. aer.
ext. aer.

Mean Flow
(mVd)
94.6*
151.0**
( interim' t-
Receiving
Water
Ivy Creek
Slabtown Branch/
Lickinghole Creek
tent discharge)
40

100-200

none

none

15.1*

75.7*
(intermit-
Powel 1 ' s Creek/
Lickinghole Creek
Miller Branch/
Mediums River
tent discharge)
        2.  Known industrial  -

                        Type
        Name            Waste     Treatment
        Mortons Frozen  food pro- none
         Foods, Crozet   cessing
        Murray Mfg.,       -      none
         Earlysville
        Acme Visible       -      none
         Records, Crozet
Mean Flow
(mVd)

1,099.2

    1.3

   28.4
(intermit-
tent discharge)
Receiving
Water

Trib. of
 Lickinghole Creek
Trib. of S. Fk.
 Rivanna River
Trib. of
 Lickinghole Creek
t Godfrey, 1976.
tt Gregory, 1973.
* Estimated at 0.3785 m3/capita/day.
** Design flow.

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                                    12

    B.  Armual Total Phosphorus Loading - Average Year:

        1.  Inputs -

                                              kg P/          % of
            Source                            yjr	          total

            a.  Tributaries  (non-point load) -

                Ivy Creek                      1,070           5.0
                Mediums River                 15,255          70.9
                Moormans River                 1,505           7.0
                Buck Mountain Creek              790           3.6
                Fishing Creek                    335           1.6
                Naked Creek                      105           0.5

            b.  Minor tributaries & immediate
                 drainage  (non-point load) -     480           2.2

            c.  Known municipal STP's -

                Farmington Country Club          220           1.0
                Brownsville                      ?
                Crozet                            10          <0.1
                Miller School                    ?

            d.  Sep'tic tanks - Unknown           ?

            e.  Known industrial -

                Morton's Frozen Foods          1,720           8.0
                Murray Mfg.                        5          <0.1
                Acme Visible Records             ?

            f.  Direct precipitation* -       	30_           0.2

                        Total                 21,525         100.0

        2.   Outputs -

            Lake outlet - S. Fk., Rivanna R.  13,945

        3.   Net annual P accumulation - 7,580 kg.
* See Working Paper No. 175.

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                                    13

    C.  Annual Total Nitrogen Loading - Average Year:

        1.  Inputs -

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

                Ivy Creek                      29,640         11.3
                Mediums River                 117,435         44.8
                Moormans River                 54,630         20.8
                Buck Mountain Creek            28,345         10.8
                Fishing Creek                   4,785          1.8
                Naked Creek                     2,970          1.1

            b.  Minor tributaries & immediate
                 drainage (non-point load) -   15,530          5.9

            c.  Known municipal STP's -

                Farmington Country Club           130          0.1
                Brownsville                       ?
                Crozet                            165          0.1
                Miller School                     ?

            d.  Septic tanks - Unknown            ?

            e.  Known industrial -

                Morton's Frozen Foods           6,525          2.5
                Murray Mfg.                         10         <0.1
                Acme Visible Records              ?

            f.  Direct precipitation* -         1,965          0.8

                        Total                 262,130        100.0

        2.  Outputs -

            Lake outlet - S. Fk., Rivanna R.  276,455

        3.  Net annual N loss - 14,325 kg.
* See Working Paper No. 175.

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                                14


D.  Mean Annual Non-point Nutrient Export by Subdrainage Area:

    Tributary                             kg P/km2/yr    kg N/km2/yr

    Ivy Creek                                 19             523
    Mediums River                             59             457
    Moormans River                             8             283
    Buck Mountain Creek                        8             296
    Fishing Creek                             29             409
    Naked Creek                               13             362

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                                    15
    E.  Yearly Loads:
            In the following table, the existing phosphorus loadings
        are compared to those proposed by Vollenweider (Vollenweider
        and Dillon, 1974).  Essentially, his "dangerous" loading is
        one at which the receiving water would become eutrophic or
        remain eutrophic; his "permissible" loading is that which
        would result in the receiving water remaining oligotrophic
        or becoming oligotrophic if morphometry permitted.   A meso-
        trophic loading would be considered one between "dangerous"
        and "permissible".
            Note that Vollenweider's model may not be applicable to
        water bodies with short hydraulic retention times.
                                  Total Phosphorus       Total Nitrogen
        	Total   Accumulated    Total   Accumulated
        grams/mVyr             11.83      4.16        144.0   loss*
        Vollenweider phosphorus loadings
         (g/m2/yr) based on mean depth and mean
         hydraulic retention time of Rivanna Reservoir:
            "Dangerous"  (eutrophic loading)               2.20
            "Permissible"  (oligotrophic loading)          1.10
* 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 unknown and 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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                                    16

V.   LITERATURE REVIEWED

    Bellanca, M. A., 1975.  Personal communication (lake morphometry).
        VA Water Contr. Bd., Richmond.

    Godfrey, John, 1976.  Personal communication (industrial nutrient
        loads).  VA Water Contr. Bd., Richmond.

    Gregory, Jean, 1973.  Treatment plant questionnaire (Farmington
        Country Club STP).  VA Water Contr. Bd., Richmond.

    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, Minnestoa.  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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VI.  APPENDICES
                                       17
                                    APPENDIX A
                                   LAKE  RANKINGS

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LAKES RANKED BY INDEX NOS.




RANK  LAKE CODE  LAKE NAME               INDEX NO






   1  5105       JOHN W. FLANNAGAN DAM      507




   2  5103       CLAYTOR LAKE               378




   3  5110       SMITH MOUNTAIN LAKE        358




   4  5112       CHICKAHOMINY LAKE          315




   5  5111       LAKE CHESDIN               285



   6  5106       JOHN H. KERR RESERVOIR     271



   7  5113       RIVANNA (SOUTH FORK) RES   213



   8  5108       OCCOQUAN RESERVOIR          72

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LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME

5103  CLAYTOR LAKE

5105  JOHN W. FLANNAGAN DAM

5106  JOHN H. KERR RESERVOIR

5108  OCCOQUAN RESERVOIR

5110  SMITH MOUNTAIN LAKE

5111  LAKE CHESDIN

5112  CHICKAHOMINY LAKE

5113  RIVANNA (SOUTH FORK) RES
MEDIAN
TOTAL P
0.031
0.011
0.04^
0.098
0.016
0.044
0.066
0.079
MEDIAN
INORG N
0.450
0.320
0.290
0.525
0.410
0.240
0.125
0.475
500- .
MEAN SEC
439.500
415.700
458.937
459.750
419.667
465.778
455.333
460.222
MEAN
CHLO«A
5.642
5.955
3.833
12.417
11.593
12.556
13.600
6.667
15-
MIN DO
14.900
14.800
15.000
15.000
15.000
14.800
9.400
13.000
MED I,
DISS ORTI
0.008
0.004
0.009
0.037
0.005
0.008
0.017
0.022

-------
PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHER VALUES)

LAKE
CODE  LAKE NAME

510*3  CLAYTOR LAKE

5105  JOHN W. FLANNAGAN 0AM

5106  JOHN H. KERR RESERVOIR

5103  OCCOQUAM RESERVOIR

5110  SMITH MOUNTAIN LAKE

5111  LAKE CHESOIN

5112  CHICKAHOMINY LAKE

5113  RIVANNA (SOUTH FORK) RES
MEDIAN
TOTAL P
71 (
100 (
43 (
0 (
86 (
57 (
29 (
14 (
5)
7)
3)
0)
6)
4)
2)
1)
MEDIAN
INORG
29 (
57 (
71 (
0 (
43 (
86 (
100 (
14 (
N
2)
4)
5>
0)
3)
6)
7)
1)
500-
MEAN SEC
71 (
100 (
43 (
29 (
86 (
0 (
57 (
14 (
5)
7)
3)
2)
6)
0)
4)
1)
MEAN
CriLORA
100 (
86 (
57 (
29 (
43 (
14 (
0 (
71 (
7)
6)
4)
2)
3)
1)
0)
5)
15-
MIN DO
43 (
64 (
14 (
14 (
14 (
64 (
100 (
86 (
3)
4)
0)
0)
0)
4)
7)
6)
MEDIAN
DISS ORTHO P
64 (
100 (
. 43 (
0 (
86 (
64 (
29 (
14 (
4)
7)
3)
0)
6)
4)
2)
1)
INDEX
NO
378
507
271
72
• 358
235
315
213

-------
    APPENDIX B
CONVERSION FACTORS

-------
                CONVERSION FACTORS

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

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

-------
LAKE CODE 5113
                                   TRIBUTARY FLOW INFORMATION FOR VIRGINIA

                   S F RIVANNA RIVER RESERVOIR
                                                                                          02/05/76
                                           673.4
                                          MAR
                                                  APR
                                                          MAY
     TOTAL DRAINAGE AREA OF LAKE(SO KM)

          SUB-DRAINAGE
TRIBUTARY  AREA(SO KM)    JAN     FEB
511JA1
5113B1
51UCI
5U3D1
5113E1
5113F1
5113GI
5113ZZ
                        TOTAL DRAINAGE AREA OF LAKE =     673.4
                        SUM OF SUB-DRAINAGE AREAS   =     673.6

     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
NORMALIZED FLOWS(CMS)
  JUN     JUL     AUG
                                                                                          SEP
                                                                                                  OCT
                                                                                                          NOV
                                                                   SUMMARY
                                                                              TOTAL FLOW IN
                                                                              TOTAL FLOW OUT
                                   93.04
                                   93.73
TRIBUTARY   MONTH   YEAR
S113A1
                            MEAN FLOW  DAY
                                                   FLOW  DAY
                                                                     FLOW  DAY
                                                                                       FLOW
5113B1
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
4.70
5.86
2.83
7.70
6.14
21.66
15.29
7.93
8.72
9.91
8.21
7.31
0.67
0.84
0.41
1.08
0.87
2.75
.98
.19
.13
.27
.05
0.96
15
12
9
7
11
8
13
10
10
19
5
2
15
12
9
7
11
8
13
10
10
19
5
2
4.90
2.83
2.55
4.81
5.61
8.50
13.73
7.93
5.52
7.22
5.24
15.86
0.74
0.40
0.40
0.57
0.79
0.91
1.76
1.19
0.71
0.93
0.68
2.04










24
17










24
17
                                                                     5.38
                                                                     7.79
                                                                     0.71
                                                                     1.02
                                                                                                                  DEC
                                                                                                                         MEAN
673.4
56.7
356.7
193.0
95.8
11.7
8.2
50.5
8.78
0.71
3.40
2.55
1.22
0.14
0.08
0.62
10.48
0.96
4.25
3.11
1.87
0.20
0.14
0.85
15.01
1.30
S.66
4.25
2.21
0.28
0.20
1.16
12.74
1.10
4.81
3.68
1.84
0.23
0.17
0.96
9.34
0.71
3.68
2.66
1.25
0.14
0.08
0.62
6.23
0.45
2.41
1.76
0.79
0.08
0.06
0.40
3.68
0.25
1.44
1.05
0.45
0.03
0.03
0.23
5.95
0.71
2.27
1.64
0.76
0.08
0.06
0.37
3.68
0.23
1.42
0.99
0.42
0.03
0.03
0.20
4.25
0.28
1.70
1.19
0.54
0.06
0.03
0.25
5.95
0.48
2.27
1.70
0.82
0.08
0.06
0.42
7.65
0.59
2.83
2.21
1.05
0.11
0.08
0.54
7.60
0.65
3.00
2.23
1.10
0.12
0.08
0.55

-------
LAKE CODE 5113
                TRIBUTARY FLOW INFORMATION FOR VIRGINIA

S F RIVANNA RIVER RESERVOIR
                                                                                          02/05/76
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY.  MONTH   YEAR    MEAN FLOW  DAY

5113C1
511301
5113E1
5113F1
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
it
5
6
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
73
73
73
73
73
73
74
74
74
74
74
74
1.85
2.32
1.12
2.94
2.35
8.27
5.95
3.06
3.34
3.74
3.11
2.78
0.66
0.82
0.40
1.05
0.85
2.97
2.15
.10
.22
.39
.13
.02
0.52
0.65
0.31
0.84
0.67
2.38
1.70
0.91
0.96
1.08
0.88
0.79
0.09
0.11
0.06
0.14
0.12
0.42
0.30
0.15
0.17
0.19
0.15
0.14
15
12
9
7
11
8
13
10
10
19
5
2
15
12
9
7
11
8
13
10
10
19
S
2
15
12
9
7
11
8
13
10
10
19
5
Z.
15
12
9
7
11
8
13
10
10
19
5
2
                                FLOW  DAY
1.50
1.13
0.99
1.73
2.18
3.11
5.24
3.00
2.04
2.72
1.98
5.95
0.76
0.40
0.31
0.74
0.76
1.13
1.90
1.08
0.76
1.02
0.74
2.24
0.54
0.31
0.28
0.54
0.62
0.91
1.50
0.88
0.59
0.79
0.57
1.73
0.11
0.06
0.06
0.08
0.11
0.16
0.26
0.15
0.10
0.14
0.10
0.30










24
17










24
17










24
17










24
17
                                                  FLOW  DAY
                                                                     2.04
                                                                     2.97
                                                                     0.76
                                                                     1.08
                                                                     0.59
                                                                     0.85
                                                                    FLOW
                                                                     0.10
                                                                     0.15

-------
LAKE CODE 5113
                TRIBUTARY FLOW INFORMATION FOR VIRGINIA

S F RIVANNA RIVER RESERVOIR
                                                                                          02/05/76
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

S113G1
7
8
9
10
11
12
1
2
3
4
5
6
73
73
73
73
73
73
74
74
74
74
74
74
0.07
0.08
0.04
0.10
0.08
0.30
0.22
0 . 1 1
0.12
0.14
0.11
0.10
IS
12
9
7
11
8
13
10
10
19
5
2
                                FLOW  DAY

                                0.06
                                0.03
                                0.03
                                0.06
                                0.08
                                0.12
                                0.19
                                0.11
                                0.07
                                0.10
                                0.07   24
                                fl.22   17
FLOW  DAY
FLOW
                                                                    0.07
                                                                    0.11

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

-------
STORET RETRIEVAL DATE 76/02/05
                                                                  511301
                                                                 33 05 42.0 078 28 08.0
                                                                 RIVANNA  (SOUTH FORK)  RESERVOIR
                                                                 51003   VIRGINIA

DATE
FROM
TO
73/04/09




73/07/19



73/09/29





TIME
OF
DAY
12 00
12 00
12 00
12 00
12 00
10 35
10 25
10 25
10 25
10 10
10 10
10 10
10 10
10 10

DEPTH

FEET
0000
0006
0016
0025
0038
0000
0005
0015
0035
0000
0005
0015
0025
0035
00010
MATER
TEMP
CENT
12.4
12.3
12.0
11. B
11.6
26.2
25.9
25.7
24.3
23.2
23.0
23.0
22.8
22.1
11EPALES

00300
DO

MG/L

10.
10.
10.
9.

6.
4.
3.

5.
6.
4.
Z.






3
2
0
9

8
4
2

2
0
2
0

00077
T«ANSP
SECCHI
INCHES
15




60



50





00094
CNOUCTVY
FIELD
MICROMHO
50K
50K
50K
50K
50K
59
57
57
60
57
58
60
60
63

3
00400
PH

SU
7
7
6
7
7
7
7
7
7
6
6
6
6
6



.80
.90
.80
.40
.80
.40
.40
.40
.50
.80
.80
.70
.60
.60

00410
T ALK
CAC03
MG/L
17
16
17
17
17
18
19
22
23
20
19
21
20
22
2111202
0042
00610
NH3-N
TOTAL
MG/L
0.060
0.060
0.060
0.060
0.080
0.260
0.230
0.260
0.350
0.210
0.220
0.220
0.260
0.370
FEET
DEPTH
00625
TOT
N
KJEL

MG/L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.400
.200K
.200K
.200
.200
.600
.600
.600
.700
.400
.500
.500
.500
.500
00630
N02&.N03
N-TOTAL
MG/L
0.420
0.420
0.410
0.410
0.410
0.320
0.280
0.270
0.370
0.180
0.180
0.190
0.180
0.210
00671
PHOS-DIS
ORTHO
MG/L P
0.026
0.036
0.023
0.026
0.023
0.008
0.004
0.008
0.013
0.010
0.010
0.009
0.011
0.013
                      00665     32217
  DATE   TIME DEPTH PHOS-TOT  CHLRPHYL
  FROM    OF                     A
   TO    DAY  FEET   MG/L P     UG/L
73/04/09 12 00 0000
         12 00 0006
         12 00 0016
         12 00 0025
         12 00 0038
73/07/19 10
         10
         10
73/09/29
   ?5 0000
   25 0005
   25 0015
10 25 0035
10 10 0000
10 10 0005
10 10 0015
10 10 0025
10 10 0035
0.087
0.080
0.078
0.080
0.098
0.037
0.029
0.038
0.077
0.042
0.049
0.052
0.069
0.085
                          7.7
                          3.9
                                   7.8
         K VALUE KNOWN TO BE
         LESS THAN INDICATED

-------
STORET RETRIEVAL DATE 76/02/05
                                                                  511303
                                                                 38 06 18.0 078 29 18.0
                                                                 RIVANNA (SOUTH FORK)  RESERVOIR
                                                                 51003   VIRGINIA

DATE
FROM
TO
73/04/09




73/07/19,


73/09/29



DATE
FROM
TO
73/04/09




73/07/19


73/09/29



TIME DEPTH
OF
DAY FEET
12 30 0000
12 30 0006
12 30 0015
12 30 0022
12 30 0029
11 10 0000
11 10 0005
11 10 0015
10 25 0000
10 25 0005
10 25 0012

TIME DEPTH
OF
DAY FEET
12 30 0000
12 30 0006
12 30 0015
12 30 0022
12 30 0029
11 10 0000
11 10 0005
11 10 0015
10 25 0000
10 25 0005
10 25 0012
00010
MATER
TEMP
CENT
11.8
11.6
11.5
11.5
11.5
26.4
26.2
26.0
23.5
23.3
23.2
00665
PHOS-TOT

MG/L P
0.097
0.177
0.197
0.216
0.172
0.023
0.028
0.031
0.040
0.046
0.071
00300
DO

MG/L

9.9
9.7
10.0
9.9

7.4
4.0

5.8
6.0
32217
CHLRPHYL
A
UG/L
2.7




3.1


15.9


00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES M1CROMHO
15 50K
50K
50K
50K
50K
72 54
54
55
54 250
250
230















11EPALES
3
00400 00410
PH

SU
7.80
7.40
7.80
7.40
7.70
7.40
7.40
7.40
7.00
6.90
6.80















T ALK
CAC03
MG/L
12
10
10
10K
10K
21
21
21
18
20
20















2111202
0033 FEET DEPTH
00610 00625 00630
NH3-N
TOTAL
MG/L
0.080
0.100
0.100
0.100
0.100
0.160
0.200
0.210
0.090
0.100
0.180















TOT KJEL
N
MG/L
0.700
0.500
0.500
0.400
0.400
0.600
0.700
0.400
0.600
0.500
0.300















N02&N03
N-TOTAL
MG/L
0
0
0
0
0
0
0
0
0
0
0















.450
.620
.610
.610
.670
.210
.260
.230
.140
.140
.130















00671
PHOS-OIS
ORTHO
MG/L P
0.022
0.028
0.030
0.030
0.030
0.005
0.007
0.007
0.010
0.010
0.010















         K VALUE KNOWN TO BE
         LESS THAN INDICATED

-------
STORET RETRIEVAL DATE 76/02/05
                                                                  511303
                                                                 38 07 29.0 078 30 47.0
                                                                 RIVANNA (SOUTH FORK) RESERVOIR
                                                                 51003   VIRGINIA

DATE
FROM
TO
73/04/09

73/07/19


73/09/29


DATE
FROM
TO
73/04/09

73/07/19


73/09/39


TIME DEPTH
OF
DAY FEET
13 00 0000
13 00 0007
11 35 0000
11 35 0004
11 35 0008
10 40 0000
10 40 0005

TIME DEPTH
OF
DAY FEET
13 00 0000
13 00 0007
11 35 0000
11 35 0004
11 35 0008
10 40 0000
10 40 0005
00010
WATER
TEMP
CENT
11.0
11.0
25.0
23.9
23.5
22.0
20.9
00665
PHOS-TOT

MG/L P
0.066
0.083
0.123
0.108
0.111
0.165
0.146
00300
DO

MG/L

11.0

8.0
8.0
8.0
7.6
32217
CHLRPHYL
A
UG/L
5.0

12.1


1.8

00077 00094
TRANSP CNDUCTVY
SECCHI FIELD
INCHES MICROMHO
24 50K
50K
30 53
53
54
38 250
250











11EPALES 2111202
3 0012 FEET DEPTH
00400 00410 00610 00625 00630
PH
T ALK NH3-N
CAC03 TOTAL
su
8.00
7.70
8.10
7.50
7.60
7.60
6.90











MG/L MG/L
11 0
11 0
21 0
21 0
22 0
20 0
20 0











.040
.030
.130
.140
.130
.100
.100











TOT KJEL
N
MG/L
0.500
0.300
0.700
0.200K
0.400
1.200
0.200*











N02&N03
N-TOTAL
MG/L
0.370
0.370
0.160
0.400
0.420
0.160
0.400











00671
PHOS-DIS
ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.











P
039
022
026
066
061
030
099











          K VALUE KNOWN TO BE
          LESS THAN  INDICATED

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

-------
bTOHET *ET*1F\/AL OATh
                                                                   5113A1
                                                                  38  Ob 02.0 076 27 <*3.0
                                                                  :a FOKtS r?IVANNA hUVEK
                                                                  51u39   7.b t CHAKLOTTES
                                                                  U/S FORK HIV ANN KIvEK KE
                                                                  US  29 aKUu 3 MI NE Oh CHAKLOTTESVILLE
                                                                  HEP ALES             2111204
                                                                  t                   OUOO FEET  DEPTH
•JAFE
FKO>vi
TU
73/u7/15
73/Orf/ 12
73/U9/09
7_>/ lo/O 7
73/1 1/11
7j/12/0«
74/u 1/13
74/02/10
74/03/lu
7<+/04/ 19
74/05/05
74/ u 5/ 2^*
7^*/ v o/ 0 2
7^»/0 6/ 1 7
FIi^E Dfc.PFn
OF
DAY FEET
11 17
10 oo
11 55
15 00
09 45
11 15
10 46
14 30
14 45
1 7 4b
15 35
17 35
16 45
18 57
•'iu^'\tG3
''J-TUT Al_
Mb/L
•J.230
u .24o
w . 19rt
0.270
0.500
•J . 3 1 2
0.552
0.410
U.3bO
u . 08«
O.O^o
J.252
C . 16d
0 . 0 8 •+
00625
TOT KJtL
N
0.530
0.300
0. 740
1.230
1.300
0.^00
0.2oC
1.100
0.700
0.200
0.600
2.600
1.200
0 .300
00610
UH3-N
FufflL
0.210
0.120
0.290
0.180
0.130
C.064
0.032
J.C25
0.025
0.015
u.07u
^.19^
0.125
•j.075
                                                     00671
                                                   MG/L  P

                                                      0.010
                                                      0.012
                                                      0.009
                                                      0.019
                                                      0.021
                                                      0.020
                                                      0.020
                                                      0.010
                                                      0.015
                                                      0.010
                                                      0.010
                                                      0.005
                                                      0.005K
                                                      0.005K
  00663
h>HOS-TOT

 MG/L P

   0.0 75
   0.055
   U.065
   0.095
   0.090
   0.067
   0.030
   0.043
   0.060
   O.U40
   0.055
   0.030
   0.03o
                  K VALUE KNOWN TO BE
                  LESS THAN INDICATED

-------
STORE! RETRIEVAL DATE 75/03/26
                                                                 3d 04 30.0 078 31 57.0
                                                                 IVY CREEK
                                                                 51      7.5 W CHARLOTTES
                                                                 T/S FORK RIVANN RIVER RE
                                                                 RT 654 BRDG 1.5 NW OF HESSIAN HILLS
                                                                 HEPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATE
FROM
TO
73/07/15
73/08/12
73/0^/09
73/10/07
73/11/11
73/12/08
74/01/13
74/02/10
74/03/10
74/0^/19
7W05/05
74/05/24
74/06/02
74/06/17
00630 00625
TIME DEPTH NG2
-------
STOP.ET RETRIEVAL DATE 75/03/26
 5113C1
38 07 lb.0 076 33 00.0
MECnUMS P-IVEK
51      7.5 FnEE UNION
1/S FOKK
                                                                                  KlVt*  rtE
                                                                 *T 601 BKJG 2 MI  SSE OK F*EE  UNION
                                                                 lltPALES             2111204
                                                                 4                   0000  FEET  DEPTH
OATt:
FKOM
TO
73/07/15
73/08/12
73/09/04
73/10/07
73/11/11
73/12/08
74/01/13
7<+/02/lU
74/03/10
74/04/19
74/05/05
74/OS/24
7<+/*jo/G2
74/06/17
00630 U062S
TIMF DE^TH NO^S.Ni03 TOl KJEL
OF IN- TOTAL N
DAY FEET
09
08
13
13
OB
Ol>
09
12
13
16
1^
16
15
17
SI
27
15
25
?7
50
19
SO
30
16
15
35
1^
45
M'j
0
0
>j
0
0
0
0
\.>
0
0
0
0
j
u
/L
.430
.610
.380
,57'J
.550
.470
.63U
.672
.520
.330
.276
.360
.<+6li
,3d<4
MG/L
0.
0.
0.
0.
0.
0.
0.
1.
1.
0.
0.
2.
1.
0.
320
630
370
7bU
650
400
100
500
7JO
2uo
300
BOO
400
200
00610 00671 00665
NH3-N Phos-ois PHOS-TOT
TOTAL OkTriO
M'j/L
0.
0.
0.
0 .
0 .
u .
0.
u .
0.
0 .
0 •
.-I
vj .
u .
0 .
030
037
U26
040
07B
026
020
020
035
010
020
105
390
010
MG/L
0.
0.
0.
0 *
0 .
0.
0 •
0.
0.
G .
0.
0.
0.
0.
p
130
231
230
166
154
092
066
075
195
145
138
101
100
085
MG/L P
u. 160
U.290
0.250
0.230
0.195
0.160
0.100
0.1 3u
0.250
0.145
0.178
0.140
0.145
0.145

-------
STORET RETRIEVAL OATt 75/03/26
                                                                  511301
                                                                 38 08 28.0 078 33 25.0
                                                                 MOORMANS RlVErt
                                                                 51      7.5 FREE UNION
                                                                 I/S FORK RIVANN HIVE* RE
                                                                 RT 601 BRiJG 1.25 MJ SbE OF FREE UNION
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATE
FROM
TO
73/07/15
73/08/12
73/09/09
73/10/07
73/11/11
73/12/08
74/01/13
74/02/10
7^/03/10
74/04/14
74/05/05
74/05/24
74/Ot>/02
74/00/17
00630 00625
TIM£ OEPTri M02NN03 TOT KJEL
OF iM-TOTAL N
UAY FttT
10
08
13
13
08
11
09
10
13
16
14
16
15
17
09
37
35
35
35
00
26
00
40
30
25
45
?6
54
MG/L
u
0
0
0
0
•J
0
u
u
0
u
0
0
0
.126
.C76
.120
.1*7
.154
.132
.260
.200
.060
.048
.040
.060
.1^2
.084
MG/L
0.
0.
0.
1.
U.
u.
0.
0.
0.
0.
i.
u.
0.
0.
350
400
350
650
850
300
400
600
700
200
300
800
700
100K
00610 00671 00665
NH3-N PHOS-DIS PHOb-TOT
TOTAL ORTHO
MG/L
0.
0.
0 .
0.
0.
c.
0.
0.
0.
0.
0.
0.
0.
j.
015
022
168
061
079
020
016
015
020
010
120
05o
060
010
MG/L P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.011
.015
.030
.014
.011
.008
.020
.005K
.005
.010
.010
.012
.010
.010
MG/L P
0.040
0.045
0.060
0.025
0.011
0.035
0.020
0.005
0.010
0.010
0.010
0.020
0.015
0.015
                    K VALUE KNOWN TO BE
                    LESS THAN  INDICATED

-------
KET^IEVAL OATc 75/03/26
                                                          33 u9  15.0  078  3d  30.0
                                                          bUCK MOUNTAIN CP.LLK
                                                          51       7.5 FKEE UNION
                                                          r/s FORK KIVANN RIVEN RE
                                                          RT 6b5 ttRUG 1.5 MI £ OF FREE  UNIOM
                                                          11EPALES             £111204
                                                          4                   0000  FEET   DEPTH
Dfi Tt
FKOM
TO
73/u7/l^
73/Od/12
73/09/OV
73/10/07
73/11/11
73/12/Or!
7^/0 1/13
7^/03/10
T^/ (,it/ ly
7<*/ j5/0b
7<*/05/2<*
7<4/ub/02
7*+/ u b/ 1 7
TI"r OtPTH uOiJM^OJ TOT
0^ u- TOTAL N
UfiY FEET
10
Oa
13
13
ua
10
09
13
Ib
I1*
Ib
15
18
?.?
^d
50
<«5
<+5
37
40
50
38
35
55
40
OS
MG/L
0.270
>.• . 2 1 J
J.I 54
C.ibJ
0 .2d j
>j.3bd
'j . 4 D J
t . 1 b^*
•...132
j . 1 2 J
j.116
u . 2aa
o . Ib^i
KJtL
MG/L
0
0
0
u
u
0
0
c
0
0
1
1
u
,5bO
. 1 0 0 K
.460
.HOU
.750
.400
.200
,£*00
.100
.bOO
. * 0 J
.100
.300
00610 00671 OObbb
IMH.-J-N PnOS-UlS PHOb-TOT
TOTAL OKTHO
Mb
u
0
i1
u
u
1)
0
0
u
0
•J
0
0
/L
•
*
•
•
•
•
•
•
•
•
•
•
•
Olfc1
Ulb
023
044
042
024
012
olb
o25
035
09o
330
o2u
Mb/L
0.
0 .

-------
STORET RETRIEVAL UATE 7:>/03/26
                                                                  5113F1
                                                                 38 07 46.0 078 30 58.0
                                                                 FISHING CHEEK
                                                                 51      7.5 FREE UNION
                                                                 T/S FORK RIVANN RIVER RE
                                                                 RT 660 BROG 3.5 MI SW OF EARLYVILLE
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATE
FROM
TO
73/07/15
73/08/12
73/09/09
73/10/07
73/11/11
73/12/08
7^/01/13
74/02/10
74/03/10
7<*/04/19
7^/05/Ob
74/05/24
74/06/02
7<*/06/17
00630 '00625
TIME Ot-PTri NU2iN03 TOT KJtL
OF iN-i'OTAL N
UAY FEET
10
09
14
14
U8
10
09
13
14
16
14
17
15
18
37
05
06
00
59
46
55
30
05
57
'50
05
56
?1
MG/L
0
J
0
0
0

-------
STORET KETKIEVAL uATrl 7b/o3/26
                                                                   5113G1
                                                                  3B Ob 46.0 07d 29 £?9.0
                                                                  NAKED CKtEK
                                                                  bl      7.5 E CHARLOTTES
                                                                  T/S FORK KIVANN K1VLK rtE
                                                                  bAi\K AT END OF P.LI 2 Ml Sw OF KlVANN
                                                                  11EPALES             2111204
                                                                  4                   0000 FEET  DEPTH
DATE
Fr(OM
TO
73/0 f/15
73/08/12
73/09/04
73/10/07
73/11/11
73/ 1<^/08
74/01/13
74/02/10
74/03/10
74/0 <»/ 14
7^/05/05
7<+/Ob/24
7^/ob/O^
7<*/ub/ 17
(.•0630 006?b
TIME DEPT'i U02MM03 TOT KJEL
OF M-IUlAL N
JAf Ft£l MCi/L
11
09
14
!<*
09
i\
10
13
14
17
15
17
16
18
00
30
30
30
?5
02
?5
SO
27
18
05
20
10
->!
0
0
u
u
•j
i;
U
0
0
0
J
o
w
0
. ibri
. IdO
.130
. Ibo
.250
. Ibd
.320
.2bO
.loo
.o2rt
.0^4
.Ib2
. 144
.052
MG/L
0.
0.
0.
2.
1.
0.
0.
1.
1.
0.
0.
2.
0 .
0.
520
580
345
500
000
200
^50
oOO
400
600
boo
30 J
8UO
boO
OOblO 00671 00665
NH3-N PHOS-OIS PHOS-TOT
TOTAL OPTHO
Mb/L
0.
0.
o .
0.
J .
•J .
0.
o •
0.
0 .
u .
u .
0 •
0 .
069
058
037
730
072
028
040
030
03o
042
05u
135
o7o
015
MG/L P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.007
.026
.011
.013
.015
.OObK
.016
.025
.005K
.005
.010
.011
.010
.005
MG/L P
0.040
0.050
0.035
0.035
0.065
0.060
0.050
0.050
0.040
0.035
0.025
0.055
0.011
0.006
             K  VALUE KNO\«N TO BE
             LESS THAN INDICATED

-------
                                                                   SlUdA          AbilUriA     P00025G
                                                                  Jd 03 b3.0 078 3d 02.0
                                                                  KA*MliM(jTON COUiMlKY CLUB CHAKLOTT
                                                                  blo39   7.b CHALOTTSVILL
                                                                  T/S FK K1VANNA RIVtK
                                                                  I^Y CKEEK
                                                                  lltiHALES
                                                                  4                   0000 FEET   OEPTH

DATE
FKU'-''
T.J
74/ob/lu
CH(T)-
74/JD/10
74/Ob/OH
CH(T)-
74/UM/08
74/u^/?7
CrMT)-
74/U V/27
?4/ Ul/2"*
74/11/2-,
0 < r > -

TI-
UP
•JAf
10

1^
10

14
10

14
14

;iLi-.J\hO.l fUT (\.JiiL
••j- FUl t.L !\J
"i'o/L ••i&XL

.:.c4- 3.rtuC


j.b.-j f^.100


':'.7:iJ 3.-JU

1 . ft J V; 6 . 3 J 'J

. . 0 r1- v 11. .... ij o
u ;bl 0 Ou6?l OOfciba
N.-l j-iM HnOS-Olb HhUS-
TOT*-L 0^'THO
i^O/L i-lb/L H MG/L

j.?3u It). 700 is*.


.>.i/:vji\ 9.000 10.


•; . 0 7 0 1 2 . j 0 0 12.

.•.27-j 12.0uo 12.

3. DUO 12.0 00 13.
TUT

*

000


000


5uO

UOO

000
50051
HLO*
^A
1NST

0


0


0

0

0

M13D

.yl.i


.018


.007

.013

.008
50053
CONDUIT
FLO«-MGo
MONTHLY

0.013


0.016


0.007

0.017

O.OOb
74/1l/2b IS GO
                    K VALUE  KNOWN  TO  BE
                    LESS  THAN  INDICATED

-------