U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                             REPORT
                                               ON
                                           LAKEBASTROP
                                          BASTRQP COUNTY
                                             TEXAS
                                          EPA REGION VI
                                       WORKING PAPER No, 632
     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
•&G.P.O. 699-440

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                           REPORT
                             ON
                        U\KEBASTRDP
                       BASIOT COWIY
                           "EXAS
                       EPA REGION VI
                   WORKING PAPER No, 632
WITH THE COOPERATION OF THE
 TEXAS WATER QUALITY BOARD
          AND THE
    TEXAS NATIONAL GUARD
       SEPTEPBER, 1977

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                               CONTENTS
                                                           Page
  Foreward                                                   ii
  List of Texas  Study Reservoirs                              iv
  Lake and Drainage Area Map                                 vi

  Sections
  I.  Conclusions                                             1
 II.  Lake and Drainage Basin Characteristics                  3
III.  Lake Water Quality Summary                               4
 IV.  Nutrient Loadings                                       9
  V.  Literature Reviewed                                    14
 VI.  Appendices                                             15

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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 for the
Survey's eutrophication analysis are based on related concepts that:

        a.  A generalized representation or model relating
    sources, concentrations, and impacts can be constructed.

        b.  By applying measurements of relevant parameters
    associated with lake degradation, the generalized model
    can be transformed into an operational representation of
    a lake, its drainage basin, and related nutrients.

        c.  With such a transformation, an assessment of the
    potential for eutrophication control can be made.

LAKE ANALYSIS

    In this report, the first stage of evaluation of lake and water-
shed data collected from the study lake and its drainage basin is
documented.  The report is formatted to provide state environmental
agencies with specific information for basin planning [§303(e)], water
quality criteria/standards review [§303(c)], clean lakes [§314(a,b)],
and water quality monitoring [§106 and §305(b)] activities mandated
by the Federal Water Pollution Control Act Amendments of 1972.

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                                Ill
     Beyond the single lake analysis, broader based correlations
between nutrient concentrations (and loading) and trophic condi-
tion are being made to advance the rationale and data base for
refinement of nutrient water quality criteria for the Nation's
fresh water lakes.  Likewise, multivariate evaluations for the
relationships between land use, nutrient export, and trophic
condition, by lake class or use, are being developed to assist
in the formulation of planning guidelines and policies by EPA
and to augment plans implementation by the states.

ACKNOWLEDGEMENT

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

     Hugh C. Yantis, Jr., Executive Director of the Texas Water
Quality Board, and John B. Latchford, Jr., Director, and the staff
of the Field Operations Division provided invaluable lake documen-
tation and counsel during the Survey, reviewed the preliminary
reports, and provided critiques most useful in the preparation of
this Working Paper series.

     Major General Thomas Bishop, the Adjutant General of Texas,
and Project Officer Colonel William L. Seals, who directed the
volunteer efforts of the Texas National Guardsmen,  are also grate-
fully acknowledged for their assistance to the Survey.

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                                 1v
                  NATIONAL EUTROPHICATION SURVEY
                         STUDY RESERVOIRS
                          State of Texas
NAME
Amistad
Bastrop
Bel ton
Braunig
Brownwood
Buchanan
Caddo
              •
Calaveras
Canyon
Colorado City
Corpus Christi

Diversion
Eagle Mountain
Fort Phantom Hill
Houston
Kemp
Lake O'The Pines

Lavon
Lewisvilie (Garza-Little Elm)
Livingston
COUNTY
Val Verde
Bastrop
Bell, Coryell
Bexar
Brown
Burnet, Llano
Harrison, Marion, TX;
Caddo Parish, LA
Bexar
Comal
Mitchell
Jim Wells, Live Oak, San
Patricio
Archer, Baylor
Tarrant, Wise
Jones
Harris
Baylor
Camp, Marion, Morris,
Upshur
Collin
Denton
Polk, San Jacinto, Trinity,
Walker

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Lyndon B. Johnson
Medina
Meredith

0. C. Fisher (San Angelo)
Palestine

Possum Kingdom

Sam Rayburn

Somerville
E. V. Spence
Stamford
Still house Hollow
Tawakoni
Texoma

Travis
Trinidad
Twin Buttes
White River
Whitney
Wright Patman (Texarkana)
Burnet, Llano
Bandera, Medina
Hutchinson, Moore,
Potter
Tom Green
Anderson, Cherokee,
Henderson, Smith
Palo Pinto, Stephens,
Young
Angelina, Jasper
Nacogdoches, Sabine, San
Augustine
Burleson, Lee, Washington
Coke
Haskell
Bell
Hunt, Rains, Van Zandt
Cooke, Grayson TX; Bryan,
Johnston, Love, Marshall, OK
Burnet, Travis
Henderson
Tom Green
Crosby
Bosque, Hill
Bowie, Cass

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                                     VI
bnr
                                          LAKE BASTROP
                                       ®  Tributary Sampling Site
                                       X  Lake Sampling  Site
                                       _TJ)  Drainage Area  Boundary
                                       0  Electric Plant
                                       o           i           2 Km.
                                                i         i ...
                                                1/2  Scale  1M1«
                                                                        30' W—I
                                                                       30"oe-
                                                                        9714

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                               LAKE BASTROP
                             STORE! NO. 4802

I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Lake Bastrop is meso-eutrophic; i.e.,
        moderately well supplied with nutrients and productive.  Whether
        nutrient enrichment is beneficial or deleterious depends on the
        actual or potential effect on the uses of the lake.  In this
        regard, no nuisance conditions are known to personnel  of the Texas
        Water Quality Board and there is little or no impairment of the
        designated beneficial uses of this water body.
            Lake Bastrop ranked seventh in overall trophic quality when the
        39 Texas reservoirs sampled in 1974 were compared using a combination
        of six water quality parameters*.  Eight of the reservoirs had less
        median total phosphorus, two had less and five had the same median
        dissolved orthophosphorus, eight had less and two had the same median
        inorganic nitrogen, 20 had less mean chlorophyll a, and seven had
        greater mean Secchi disc transparency.  Marked depression or deple-
        tion of hypolimnetic dissolved oxygen occurred at all  three sampling
        stations in May and August.
            Survey limnologists observed many submerged macrophytes in the
        shallows at all stations.
    B.  Rate-Limiting Nutrient:
            The algal assay results are not considered representative of
        conditions in the lake at the time samples were taken due to a
* See Appendix A.

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                                 2
    significant loss of phosphorus in the sample during  shipment  from
    the field to the laboratory.
        The lake data indicate nitrogen limitation in March and Novem-
    ber and phosphorus limitation in May.
C.  Nutrient Controllability:
        1.  Point sources—No known point sources discharged in the
    Lake Bastrop drainage during the sampling year.   However,  phos-
    phorus inputs from the Colorado River diversion  are  substantial,
    and it is possible that the City of Austin contributes  to  the
    enrichment of Lake Bastrop via the diversion.
        The present phosphorus loading of 0.27 g/m2/year is greater
    than that proposed by Vollenweider (Vollenweider and Dillon,  1974)
    as a eutrophic loading (see page 13).  Improvement of the  present
    trophic condition of Lake Bastrop is dependent upon  the controlla-
    bility of sources impacting the Colorado River upstream.   Minimi-
    zation of point-source phosphorus could result in a  more phosphorus
    limited condition in the lake and at least slow the  present rate of
    eutrophication.
        2.  Non-point sources--Non-point sources apparently contributed
    the entire phosphorus load to Lake Bastrop during the sampling year.
    Spicer Creek contributed 0.5%, the diversion from the Colorado River
    contributed an estimated 89.3% and the ungaged minor tributaries and
    immediate drainage contributed an estimated 3.6%.
        As noted above, part of the load in the diversion from the
    Colorado River may be contributed by point sources upstream on the
    Colorado River.  An additional investigation would be needed  to
    determine the significance of such sources.

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II.   RESERVOIR AND DRAINAGE BASIN CHARACTERISTICS1"
     A.   Morphometry  :
         1.   Surface area:   3.67  kilometers2.
         2.   Mean depth:   5.6 meters.
         3.   Maximum depth:  >13.4 meters.
         4.   Volume:  20.552 x 106 m3.
         5.   Mean hydraulic retention  time:   5.2 years.
     B.   Tributary and Outlet:
         (See Appendix C  for flow data)
         1.   Tributaries  -
                                               Drainage       Mean flow
             Name                              area  (km2)ttt  (m3/sec)ttt
             Spicer Creek                            2.3         0.007
             Colorado River diversion                 -           0.184*
             Minor tributaries &
              immediate drainage  -                  18.6         0.047
                            Totals                  20.9         0.238
         2.   Outlet -
             Electric plant diversion                 -           0.055*
             Spicer Creek                           24.6         0.071
                            Total                    24.6**       0.126***
     C.   Precipitation****:
         1.   Year of sampling:  92.0 centimeters.
         2.   Mean annual:   82.5 centimeters.
 t Table of metric conversions—Appendix B.
 tt Latchford,  1974.
 ttt For limits of accuracy,  see Working Paper  No.  175,  "...Survey Methods,
     1973-1976".
 * Yost,  1976 (see page 9).
 ** Includes area  of  lake.
 *** Outflow adjusted to equal  sum of  inflows minus  evaporation loss.
 **** See Working  Paper No.  175.

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                                       4
III.   WATER QUALITY SUMMARY
      Lake Bastrop was sampled four times in 1974 by means of a pontoon-
  equipped Huey helicopter.  Each time, samples for physical  and chemical
  parameters were collected from a number of depths at three  stations
  on  the lake (see map,  page vi).  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 March and November visits,  a single 18.9-liter depth-
  integrated sample was composited for algal  assays.  Also each time,
  a depth-integrated sample was collected from each of the stations
  for chlorophyll a_ analysis.   The maximum depths sampled  were 17.1
  meters at station 1, 9.1  meters at station 2, and 13.4 meters at
  station 3.
      The sampling results are presented in  full  in Appendix  D and
  are summarized in the following table (the August nutrient  samples
  were not properly preserved and were not analyzed).

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                               A. SUMMARY OF PHYSICAL AND
 PARAMETER
 TEMP  (C)
 OISS OXY (MG/L)
 CNDCTVY (MCROMO)
 PH (STAND UNITS)
 TOT ALK (MG/L)
 TOT P (MG/L)
 ORTMO P (MG/L)
 N02»N03 (MG/L)
 AMMONIA (MG/L)
 KJEL  N  (MG/L)
 INORG N  (MG/L)
 TOTAL N  
CHLRPYL A (UG/L)
SECCHI  (METERS)
      RANGE
  16.9  -  25.7
   3*°  ~   8.8
  645.  -  770.
   7'9  *   8.7
  1*9.  -  153.
 0.017  - 0.029
 0.007  - O.Olb
 0.020   -  0.060
 0.020   -  0.240
 0.200   -  0.600
0.040   -  0.280
0.220  -  0.660
  s«9  -   7.0
  1'5  '   1.8
-ING ( 2
>ITES
MEAN
21.7
6.4
713.
8.4
151.
0.024
0.011
0.028
0.063
0.487
0.091
0.515
6.4
1.6
STORET CODE 4602 »»*>™
1/14/74 ' ?ND SAMPLING ( 5/22/74)

MEDIAN
22.8
6.3
730.
8.5
151.
0.024
0.011
0.020
0.020
0.500
0.040
0.520
6.4
1.5

1
19.9
0.2
708.
7.3
121.
0.012
0.002
0.020
0.020
0.300
0.040
0.330
8.2
2.3
3
RANGE
- 33.6
8.0
- 896.
8.8
- 155.
- 0.042
- 0.012
- 0.090
- 0.540
- 0.900
- 0.570
- 0.990
- 49.8
3.0
SITES
MEAN
28.8
4.4
825.
8.3
132.
0.019
0.004
0.035
0.099
0.507
0.134
0.541
32.4
2.7

MEDIAN
30.6
5.8
840.
8.5
128.
0.017
0.003
0.030
0.030
0.400
0.050
0.450
39.3
2.9
                                                                                       BASTROP LAKE
                                                                                     3RD SAMPLING (  8/16/7*'
                                                                                           3 SITES
       RANGE
   20.4  -  33.3
    0.0  -    7.6
   724.   -  900.
    7.3  -   8.8
••••••  _<
•••••»  _|
                    MEAN   MEDIAN
                    29.4    30.*
                             5.0
                     4.4
                    841.
                     8.2
85*.
 a.4
*»•»*«  -*•«••••«•«••••*••••••#
*»»»**  -»*«o»»»««»»»»««»»»»»»»

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                             A. SUMMARY OF PHYSICAL  AND  CHEMICAL  CHARACTERISTICS  TOR  BASTROP LAKE
                                                          STORET CODE  4802

                             4TH SAMPLING  (ll/ 4/74)
PARAMETER

TEMP (C)

OISS OXY (MG/L)

CNDCTVY (MCROMO)

PH (STAND UNITS)

TOT ALK (MG/L)

TOT P (MG/L»

ORTHO P (MG/L)

N03»N03 (MG/L)

AMMONIA (MG/L)

KJEL N  (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A (UG/L)

SECCHI  (METERS)
     RANGE

 23.5  -  24.4

  6.0  -

7346.  - 7253.

  7.9  -

 124.  -  138.

0.018  - 0.030

0.004  - 0.016

0.030  - 0.050

0.060  - 0.140

0.300  - 0.600

0.090  - 0.170

0.330  - 0.630

  3.2  -

  1.2  -
3 SITES
MEAN
4
0 .
>.
2
1.
10
6
10
0
0
'0
10
7
5
24.0
7.2
7250.
8.1
132.
0.024
0.009
0.034
0.081
0.492
0.115
0.526
3.5
1.4
MEDIAN
24.1
7.2
7251.
8.1
132.
0.023
0.008
0.030
0.070
0.500
0.110
0.540
3.6
1.5

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     B.   Biological  Characteristics:

         1.   Phytoplankton*  -
            Sampling
            Date

            03/14/74
            05/22-23/74
            11/04/74
Dominant
Genera

1.  Pediastrum sp.
2.  Oocystis sp.
3.  Chroomonas sp.
4.  Cryptomonas sp.
5.  Scenedesmus sp.
    Other genera

            Total

1.  Pennate diatoms
2.  Oscillatoria sp.
3.  Merismopedia sp.
4.  Pediastrum sp.
5.  Chroomonas sp.
    Other genera

            Total

1.  Chroomonas sp.
2.  Cryptomonas sp.
3.  Pediastrum sp.
4.  TetraedrorT sp.
5.  Nitzschia sp.
    Other genera

            Total
Algal Units
per ml
                                                               2,294
                                                               3,247
                                                               1,082
* The August phytoplankton sample was lost in shipment.

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                                 8
    2.  Chlorophyll a_ -
        Sampling              Station                    Chlorophyll  a^
        Date                  Number                     (ytg/1)  	
        03/14/74                 1                           7.0
                                 2                           6.4
                                 3                           5.9
        05/22-23/74              1                           8.2
                                 2                          39.3
                                 3                          49.8
        08/16/74                 1                           8.2
                                 2                           7.1
                                 3                           6.3
        11/04/74                 1                           3.6
                                 2                           3.2
                                 3                           3.7
C.  Limiting Nutrient Study:
        Because of significant changes in nutrients in the algal  assay
    samples from the time of collection to the beginning of the
    assay, the results are not representative of conditions in the
    lake at the time of sampling.
        The lake data indicate nitrogen limitation in March and
    November and phosphorus limitation in May (i.e., the mean inor-
    ganic nitrogen to orthophosphorus ratios were 8 to 1, 13 to  1,
    and 34 to 1, respectively).

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IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the Texas  National
 Guard collected monthly near-surface grab samples from each  of the
 tributary sites indicated on the map (page vi),  except for the high
 runoff months of April  and May when two samples  were collected.
 Sampling was begun in September, 1974,  and was completed in  June,
 1975.
     Through an interagency agreement, stream flow estimates  for the
 year of sampling and a "normalized" or average year were provided by
 the Texas District Office of the U.S. Geological Survey for  the
 tributary sites nearest the lake.
     The level of the lake is maintained by pumping water from the
 Colorado River.  Diversions during 1964-73 ranged from 165,288 to
 13,963,106 m3/yr (0.005 - 0.443 m3/sec); the ten year average is
 5,797,403 m3/yr (0.184 m3/sec).  Water from the  lake is used in the
 cooling towers of an electric plant.  Up to 13,260,017 m3/yr (0.420
 m3/sec) is authorized (Yost, 1976).
     In this report, nutrient loads for sampled tributaries were
 calculated using mean annual concentrations and  mean annual  flows.
 Nutrient loads in the Colorado River diversion were calculated
 using the mean annual flow and the mean concentrations at the U.S.G.S.

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                                     10
water quality sampling station (08158650) located 15.4 km downstream
from the Austin gaging station (Anonymous, 1976).  Nutrient loads  in the
electric plant withdrawal were calculated using the mean estimated flow
and mean concentrations at lake sampling station 2.
    Nutrient loads for unsampled "minor tributaries and immediate  drain-
age" ("ZZ" of U.S.G.S.) were estimated using the mean concentrations in
Spicer Creek at station A-2 and the mean annual ZZ flow.
    No known point sources discharged within the Lake Bastrop drainage
basin during the sampling year.

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                                    11
    A.  Waste Sources:
        1.  Known municipal - None
        2.  Known Industrial - None
    B.  Annual Total Phosphorus Loading - Average Year:
        1.  Inputs -
                                              kg P/          % of
            Source                            yr             total
            a.  Tributaries (non-point load) -
                Spicer Creek                        5          0.5
                Colorado River diversion          880         89.3
            b.  Minor tributaries & immediate
                 drainage (non-point load) -       35          3.6
            c.  Known municipal STP's - None
            d.  Septic tanks - None
            e.  Known industrial - None
            f.  Direct precipitation* -       	65          6.6
                        Total                     985        100.0
        2.  Outputs -
            Reservoir outlet - Electric plant
                                diversion          40
                               Spicer Creek        65
                                     Total        105
        3.  Net annual P accumulation - 880 kg.
* See Working Paper No.  175.

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                                    12
    C.  Annual Total Nitrogen Loading - Average Year:
        1.  Inputs -
                                             *g N/          % of
            Source                            yr             total
            a.  Tributaries (non-point load) -
                Spicer Creek                      140          1.2
                Colorado River diversion        7,070         58.4
            b.  Minor tributaries & immediate
                 drainage (non-point load) -      930          7.7
            c.  Known municipal STP's - None
            d.  Septic tanks - None
            e.  Known industrial - None
            f.  Direct precipitation* -         3,960         32.7
                        Total                   12,100        100.0
        2.   Outputs -
            Reservoir outlet - Electric plant
                                diversion         895
                               Spicer Creek     1.900
                                  Total         2,795
        3.   Net annual N accumulation - 9,305 kg.
    D.  Non-point Nutrient Export by Subdrainage Area:
        Tributary                             kg P/km2/yr    kg N/km2/yr
        Spicer Creek                              2             61
* See Working Paper No. 175.

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                                13
E.   Yearly Loads:
        In the following table,  the existing phosphorus  loadings
    are compared to those proposed by Vollenweider (Vollenweider
    and Dillon,  1974).   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             0.27       0.24        3.3         2.5
    Vollenweider phosphorus loadings
     (g/m2/yr) based on mean depth and mean
     hydraulic retention time of Lake Bastrop:
        "Dangerous"  (eutrophic loading)                0.22
        "Permissible"  (oligotrophic loading)           0.11

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                                    14

V.   LITERATURE REVIEWED

    Anonymous, 1976.  Water resources data for Texas, water year 1975.
        Water-Data Rept. TX-75-1, U.S. Geol. Surv., Austin.

    Dougherty, John P., 1975.  Evaporation data in Texas.  Report 192,
        TX Water Dev. Bd., Austin.

    Latchford, John B., Jr., 1974.  Personal communication (lake mor-
        phometry).  TX Water Qua!. Bd., Austin.

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

    Yost, I. D., 1976.  Personal communication (hydrological records
        of diversion from Colorado River; electric plant authorized
        withdrawal).  U.S. Geol. Surv., Austin.

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                                    15
VI.  APPENDICES
                                  APPENDIX A
                                  LAKE  RANKINGS

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LAKES RANKED BY iNOFX NOS.
RANK  LAKE CODE  LAKE NAME
                        INDEX NO
   1   4809
   2   4823
   3   4H13
   <.   4816
   5   4801
   6   4805
   7   4802
   8   4838
   9   4825
  10   4835
  11   4803
  12   4831
  13   4812
  14   4808
  15  4839
  16  4822
  17   4827
  18  4828
  19  4837
  20   4810
  21   4824
  22  4818
  23  4807
  24  4814
  25  4806
  26  4830
  27  4819
CANYON RESERVOIR
LAKE MEREDITH
EAGLE MOUNTAIN LAKE
KEMP LAKE
AMISTAO LAKE
BROnNWOOD LAKE
BASTRUP LAKE
WHITE RIVER RESERVOIR
POSSUM KINGOOM RESERVOIR
TRAVIS LAKE
BELTON RESERVOIR
STILLHOUSE HOLLOW RESERV
DIVERSION LAKE
CALAVERAS LAKE
WHITNEY LAKE
MEDINA LAKE
SAM RAYBURN RESERVOIR
E V SPENCE RESERVOIR
TWIN BUTTES RESERVOIR
LAKE COLORADO CITY
PALESTINE LAKE
LAKE OF THE PINES
CAOOO LAKE
FT PHANTOM HILL LAKE
LAKE BUCHANAN
STAMFORD LAKE
LAVON RESERVOIR
         I AKE	
441
430
423
402
394
393
390
387
384
384
372
372
362
357
342
322
321
311
310
302
298
297
296
261
259
258
?53

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LAKES RANKED BY INDEX NOS.
RANK  LAKE CODE  LAKE NAME               INDEX NO

  29  4821       LYNDON 8 JOHNSON LAKE      238
  30  4834       TEXOMA LAKE                217
  31  4829       SOMEWVILLE LAKE            208
  32  4826       SAN ANGELO RESERVOIR       200
  33  4833       TEXAHKANA LAKE             176
  34  4815       GARZA LITTLE ELM RESERVO   173
  35  4836       TRINIDAD                   169
  36  4804       BRAUNIG LAKE               159
  37  4811       CORPUS CRISTI LAKE         155
  38  4817       HOUSTON LAKE               139
  39  4820       LIVINGSTON LAKE             91

-------
LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
4801  AMISTAD LAKE
4802  8ASTKOP LAKE
4803  BELTON RESERVOIR
4804  BSAUNIG LAKE
4805  BROWNWOOO LAKE
4806  LAKE BUCHANAN
4807  CAOOO LAKE
4808  CALAVERAS LAKE
4809  CANYON RESERVOIR
4810  LAKE COLORADO CITY
4811  CORPUS CRISTI LAKE
4812  DIVERSION LAKE
4813  EAGLE MOUNTAIN LAKE
4814  FT PHANTOM HILL LAKE
4815  GARZA LITTLE ELM RESERVO
4816  KEMP LAKE
4817  HOUSTON LAKE
4818  LAKE OR THE PINES
4819  LAVON RESERVOIR
4820  LIVINGSTON LAKE
4821  LYNDON B JOHNSON LAKE
4822  MEDINA LAKE
4823  LAKE MEREDITH
4824  PALESTINE LAKE
4825  POSSUM KINGDOM RESERVOIR
4826  SAN ANGELO RESERVOIR
4827  SAM RAYBURN RESERVOIR
MEDIAN
TOTAL P
0.013
0.02?
0.016
0.134
0.027
0.036
0.055
0.038
0.010
0.042
0.113
0.025
0.024
0.060
0.045
0.023
0.097
0.031
0.063
0.196
0.042
0.010
0.021
0.031
0.023
0.098
0.029
,'i n?&
MEDIAN
INO^G N
0.500
0.090
0.185
0.150
0.100
0.250
0.070
0.060
0.450
0.090
0.130
0.080
0.070
0.105
0.380
0.110
0.260
0.090
0.180
0.555
0.420
0.600
0.070
0.180
0.070
0.140
0.150
ft ii,»,i*i
500-
MEAN SEC
371.474
419.917
378.312
461.625
470.375
437.625
463.333
461.667
384.812
473.625
475.187
470.111
469.625
474.909
475.782
455.000
486.187
440.000
485.333
465.469
456.500
403.562
439.312
442.625
419.045
481.000
439.458
<.(«,•> SPP,
MEAN
CHLOHA
2.042
12.392
8.025
22.762
4.887
8.606
14.808
22.500
2.500
12.675
19.756
15.867
5.662
6.317
14.156
10.217
16.650
12.919
5.400
16.112
8.100
12.944
3.037
10.619
9.495
24.675
6.267
'••,,775
15-
MIN 00
14.900
15.000
15.000
14.800
14.400
15.000
11.400
13.000
14.800
10.200
14.000
9.000
11.000
9.800
14.600
10.400
12.400
15.000
8.800
15.000
14.900
15.000
14.900
14.800
15.000
10.200
15.000
15..000
MEDIAN
DISS O«THO P
0.009
0.007
0.007
0.062
0.007
0.012
0.01J
0.007
0.006
0.012
0.050
0.009
0.008
0.022
0.018
0.007
0.036
0.011
0.018
0.128
0.013
0.004
0.009
0.010
0.009
0.011
0.009
0.008

-------
LAKE DATA TO BE USED IN RANKINGS

LAKE
CODE  LAKE NAME

4829  SOMERVILLE LAKE

4830  STAMFORD LAKE

4631  STILLHOUSE HOLLO* RESEKV

4832  TAWAKONI LAKE

4833  TEXARKANA LAKE

4834  TEXOMA LAKE

4835  TRAVIS LAKE

4836  TRINIDAD

4837  TWIN BUTTES RESERVOIR

4838  WHITE RIVER RESERVOIR

4839  WHITNEY LAKE
MEDIAN
TOTAL P
0.053
0.073
0.018
0.046
0.106
0.042
0.018
0.389
0.029
0.020
0.028
MEDIAN
1NO«G N
0.115
O.C60
0.160
0.100
0.120
0.160
0.250
0.110
0.250
0.110
0.120
500-
MEAN SEC
473. B33
482.714
406.250
466.417
478.500
451.321
389.913
479.500
454.917
434.500
430.500
MEAN
CHLOftA
24.491
18.457
3.917
18.246
19.119
12.493
5.595
24.300
8.708
4.333
6.912
15-
MIN DO
13.000
10.600
15.000
13.200
12.400
15.000
15.000
10.000
14.800
15.000
15.000
MEDIAN
OISS OrtTrlO f
0.013
0.012
0.010
0.013
0.030
0.018
0.007
0.240
0.009
0.009
0.008

-------
PERCENT OF LAKES *ITH HIGHER VALUES (NUMBER OF LAKES KITH HIGHF.K VALUES)
LAKE
CODE  LAKE NAME

<«80l  AMISTAO LAKE

4B02  HASTROP LAKE

4803  BELTON RESERVOIR

4804  BRAUNIG LAKE

4805  BROrfNVfOOD LAKE

4806  LAKE BUCHANAN

4807  CAOOO LAKE

4808  CALAVERAS LAKE

4809  CANYON RESERVOIR

4810  LAKE COLORADO CITY

4811  CORPUS CRISTI LAKE

4813  DIVERSION LAKE

4813  EAGLE MOUNTAIN LAKE

4814  FT PHANTOM HILL LAKE

4815  GARZA LITTLE ELM RESERVO

4816  KEMP LAKE

4817  HOUSTON LAKE

4818  LAKE OF THE PINES

4819  LAVON RESERVOIR

4820  LIVINGSTON LAKE

4821  LYNDON B JOHNSON LAKE

4822  MEDINA LAKE

4823  LAKE MEREDITH

4824  PALESTINE LAKE

4825  POSSUM KINGDOM RESERVOIR

4826  SAN ANOELO RESERVOIR

4827  SAM RAYBURN RESERVOIR
MEDIAN
TOTAL P
95
79
92
5
66
47
26
45
99
39
8
68
71
24
34
76
16
54
21
3
39
99
82
54
74
13
59
-•
(
(
(
(
(
(
(
(
(
(
{
(
(
(
(
<
(
(
(
(
(
(
(
(
(
(
(

36)
30)
35)
2)
25)
18)
10)
17)
37)
14)
3)
26)
27)
9)
13)
29)
6)
20)
8)
D
14)
37)
3D
20)
28)
5)
22)

MEDIAN
INORG N
5 (
76 t
26 (
42 <
70 (
21 (
91 (
100 <
8 (
76 <
47 (
83 (
91 (
66 <
13 (
61 (
16 (
76 <
29 (
3 (
11 (
0 (
91 (
32 <
91 (
45 (
39 (
•B '• ('
2)
28)
10)
16)
26)
7)
33)
38)
3)
28)
18)
31)
33)
25)
5)
22)
6)
28)
ID
D
4)
0)
33)
12)
33)
17)
15)
f i
500-
MEAN
100
82
97
50
29
74
42
47
95
26
18
32
34
21
16
55
0
66
3
39
53
89
71
63
84
8
68
«,S
SEC
( 38)
( 3D
( 37)
( 19)
( 11)
( 28)
( 16)
( 18)
( 36)
( 10)
( 7)
( 12)
( 13)
( 8)
( 6)
( 21)
( 0)
< 25)
( D
( 15)
( 20)
( 34)
( 27)
( 24)
( 32)
( 3)
( 26)
f '•?)
MEAN
CrtLOHA
100
47
68
8
87
63
32
11
97
42
13
29
79
74
34
55
24
39
84
26
66
37
95
53
58
0
76
50
( 38)
( 18)
( 26)
( 3)
( 33)
( 24)
( 12)
( 4)
( 37)
( 16)
( 5)
( ID
( 30)
( 28)
( 13)
( 2D
( 9)
( 15)
( 32)
( 10)
( 25)
( 14)
( 36)
( 20)
( 22)
1 0)
( 29)
( 19)
15-
MIN 00
39 (
17 t
17 t
49 (
58 (
17 (
76 (
67 (
49 <
88 (
61 (
97 (
79 (
95 <
55 (
84 (
72 (
17 (
100 <
17 (
39 (
17 (
39 (
49 (
17 (
88 (
17 (
17 (
14)
0)
0)
17)
22)
0)
29)
25)
17)
33)
23)
37)
30)
36)
21)
32)
27)
0)
38)
0)
14)
0)
14)
17)
0)
33)
0)
0)
MEDIAN
DISS OHTrtO P
63 (
92 (
84 <
5 (
84 (
39 (
30 (
92 <
97 <
39 (
8 <
63 <
76 (
16 1
21 <
92 1
11 1
46 1
21 i
3 i
30
100
63
51
63
46
63
76
21)
34)
3D
2)
3D
14)
10)
34)
37)
14)
; 3)
21)
; 28>
! 6)
1 7)
I 34)
1 4)
I 17)
I 7)
I 1)
t 10)
( 38)
( 21)
t 19)
( 21)
( 17)
( 21)
( 28)
INOE.X
NO
402
343
384
159
394
261
297
362
445
310
155
372
430
296
173
423
139
298
258
91
238
342
441
302
387
200
322
321

-------
PERCENT OF CAKES WITH HIGHER VALUES (NUMBER OF LAKES *ITH HIGHER VALUES)
LAKE
CODE  LAKE NAME
4829  SOMERVILLE LAKE
4830  STAMFORD LAKE
4831  STILLHOUSE HOLLOW RESEKV
4832  TAWAKONI LAKE
4833  TEXARKANA LAKE
4834  TEXOMA LAKE
4B35  TRAVIS LAKE
4836  TRINIDAD
4837  TWIN BUTTES RESERVOIR
4838  WHITE RIVER RESERVOIR
4839  WHITNEY LAKE
MEDIAN
TOTAL P
29 (
18 (
88 <
32 (
11 (
39 (
88 (
0 (
59 (
84 (
63 (
11)
7)
33)
12)
4)
14)
33)
0)
22)
32)
24)
MEDIAN
INO»G N
55 (
V7 .
37 i
70 i
51 i
34 <
21 <
61
21
61
51
[ 21)
( 37)
! 14)
I 26)
1 19)
I 13)
1 7)
( 22)
f 7)
( 22)
( 19)
500-
MEAN SEC
24
5
87
37
13
61
92
11
58
76
79
( 9)
( 2)
( 33)
( 14)
( 5)
( 23)
( 35)
( 4)
( 22)
( 29)
( 30)
MEAN
CHLORA
3
18
92
21
16
45
82
5
61
89
71
( 1)
< 7)
( 35)
( 8)
< 6)
( 17)
( 3D
( 2)
< 23)
( 34)
( 27)
15-
MIN DO
67
82
17
63
72
17
17
92
49
17
17
< 25)
( 31)
( 0>
( 24)
( 27)
( 0)
( 0)
( 35)
( 17)
( 0)
( 0)
MEDIAN
DISS U^THO P
30 (
39 (
51 (
30 (
13 (
21 (
84 (
0 (
63 (
63 (
76 (
10)
14)
19)
10)
5)
7)
31)
0)
21)
21)
28)
INDEX
NO
206
259
372
2*3
176
217
384
169
311
390
357

-------
    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

-------
                                   TRIBUTARY FLOW INFORMATION FOR TEAMS
                                                                       07/02/76
LAKE CODE 4802
bASTROP
     TOTAL DRAINAGE AREA OF LAKE(SO KM)
                         24.6
4fl02Al
4P02A2
4602ZZ
SUB-DRAINAGE
 AREAfSO KM)

    24.6
     2.3
    22.3
                                  FEB
     0.093   0.065
     0.011   0.008
     0.068   0.054
  MAR

0.042
O.OC3
0.031
  APP

0.091
0.008
0.062
  MAY

0.147
0.017
0.096
                                             NORMALIZED FLOWS(CMS)
                                               JUN     JUL     AUG
0.085
o.ooe
0.054
0.028
0.003
0.017
0.020
0.0
0.008
  SEP

0.110
0.011
0.071
  OCT

0.082
0.008
0.054
  NOV

0.0*8
0.003
0.034
                                                                                                                  OEC
                                                                                                      MEA"1
0.028   0.07'
0.003   0.00
0.014   0.04'
                                                                   SUMMARY
                        TOTAL DRAINAGE AREA OF LAKE =
                        SUM OF SUB-DRAINAGE AREAS   =
                                        24.6
                                        24.6
                                      TOTAL FLOW IN
                                      TOTAL FLOW OUT
                                                    0.65
                                                    0.86
     MEAN MONTHLY FLOWS AND JAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

4802A1
4802A2
4802ZZ
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
4
5
6
7
8
74
74
74
74
75
75
75
75
75
75
75
75
74
74
74
74
75
75
75
75
75
75
75
75
74
74
74
74
75
75
75
75
75
75
75
75
0.085
0.068
0.850
0.311
0.142
0.272
0.057
0.184
0.481
0.623
0.011
0.595
0.008
0.017
0.093
0.034
0.017
0.031
0.006
0.020
0.001
0.071
0.001
0.000
0.008
0.006
0.079
0.028
0.014
0.025
0.006
0.017
0.045
0.059
0.001
0.057
7
4
1
6
3
7
7
11
9
6
3
1
4
4
1
6
3
7
7
11
9
6
3
1












                                FLOW  DAY
                             FLOW  DAY
                                       FLOW
0.001
0.034
0.164
0.215
0.190
0.275
0.071
0.031
0.102
0.040
0.0
0.0
0.0
0.0
0.017
0.023
0.020
0.031
0.008
0.0
0.011
0.0
0.0
0.0







25
23
11









25
23



                                                                    0.020
                                                                    4.248
                                                                    0.595
                                                                    0.0
                                                                    0.481

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
STORET RETRIEVAL DATE 76/02/11
DATE TIME DE»TH
FROM OF
TO DAY FEET
74/03/14 14 00 0000
14 00 0006
14 00 0015
14 00 0030
14 00 0045
14 00 0056
74/05/22 15 25 0000
15 ?5 0005
15 25 0015
15 25 0026
15 25 0040
15 25 0055
74/08/16 13 00 0000
13 00 0010
13 00 0023
13 00 0035
13 00 0050
74/11/04 14 50 0000
14 50 0005
14 50 0015
14 50 0026
DATE TIME DEPTH
FROM OF
TO DAY FEET
74/03/14 14 00 0000
14 00 0006
14 00 0015
14 00 0030
14 00 0045
14 00 0056
74/05/22 15 25 0000
15 25 0005
15 25 0015
15 25 0026
15 25 0040
15 25 0055
74/08/16 1'3 00 0000
13 00 0005
13 00 0023
74/11/04 14 50 0000
14 50 0005
14 50 0015
14 50 0026
00010
WATER
TEMP
CENT
23.6
23.6
23.5
19.3
17.0
16.9
33.1
33.0
30.6
25.9
21.5
19.9
31.7
31.6
30.0
27.2
20.4
24.1
24.0
24.1
24.1
00665
PHOS-TOT
MG/L P
0.029
0.028
0.026
0.019
0.017
0.018
0.014
0.015
0.017
0.023
0.019
0.0*2



0.02S
0.026
0.028
0.030
00300 00077 00094
DO TRANSP CNDUCTVY
SECCHI FIELD
MG/L INCHES MICROMHO
72
8.8
8.4
5.0
4.6
a f>
•»• o
120
7.8
6.8
0.8
0.2
0.2
7.4 90
7.6
4.6
0.6
0.0
7.4 61
7.2
7.6
7.6
32217 00031
CHLRPHYL INCDT LT
A REMNING
UG/L PERCENT
7.0





8.2
50.0

1.0


8.2
50.0
i n
1 . V
3.6



740
740
r ^w
740
675
645
fLJ.C
O4 j
886
883
A&f)
O"*V
779
727
708
878
871
842
802
724
7246
7249
7249
7248





















480201
30 09 20.0 097
BASTROP LAKE
48021 TEXAS
11EPALES
3
0400
PH

SU
8.70
8.70
8.45
7.95
7.90
7.90
8.80
8.80
8.80
7.80
7.70
7.70
8.60
8.70
8.40
7.60
7.50
8.23
8.21
8.19
8.15

00410
T ALK
CAC03
MG/L
151
150
150
151
153
153
121
121
124
132
142
155





124
135
138
136
17 30.0
2111202
0060
00610
NH3-N
TOTAL
MG/L
0.020
0.020
0.020
0.050
0.170
0.200
0.030
0.020
0.020
0.040
0.170
0.540





0.070
0.060
0.060
0.060
FEET DEPTH
00625
TOT KJEL
N
MG/L
0.600
0.600
0.500
0.500
0.600
0.600
0.400
0.400
0.300
0.400
0.400
0.900





0.500
0.300
0.300
0.600
00630
N02&N03
N-TOTAL
MG/L
0.020
0.020
0.020K
0.030
0.050
0.060
0.050
0.030
0.030
0.050
0.050
0.030





0.040
0.050
0.030
0.030
00671
PHOS-OIS
ORTHO
MG/L P
0.015
0.007
0.014
0.013
0.007
0.013
0.005
0.003
0.003
0.005
0.006
0.005





0.004
0.007
0.007
0.014
       K VALUE KNOWN  TO 8E

-------
STORET RETRIEVAL DATE  76/03/11
                                                                 48C202
                                                                 30 09 25.0 097  17  17.0
                                                                 BASTROP LAKE
                                                                 48021   TEXAS
11EPALES


DATE
FROM
TO
74/03/14



74/05/23



74/08/16



74/11/04



DATE
FROM
TO
74/03/14



74/05/23



74/08/16
74/11/04




TIME DEPTH
OF
DAY FEET
14 35 0000
14 35 0006
14 35 0015
14 35 0027
09 45 0000
09 45 0005
09 45 0015
09 45 0026
13 30 0000
13 30 0005
13 30 0020
13 30 0030
15 10 0000
15 10 0005
15 10 0010

TIME DEPTH
OF
DAY FEET
14 35 0000
14 35 0006
14 35 0015
14 35 0027
09 45 0000
09 45 0005
09 45 0015
09 45 0026
13 30 0000
15 10 0000
15 10 0005
15 10 0010

00010
HATER
TEMP
CENT
23.0
23.0
22.7
20.0
31.5
31.5
29.9
24.8
31.8
31.5
30.5
29.0
23.5
23.5
23.5
00665
PHOS-TOT

MG/L P
0.025
0.029
0.027
0.022
0.018
0.012
0.015
0.029

0.020
0.020
0.02*

00300
DO

MG/L

8.6
8.0
5.8

7.8
7.0
1.2
7.4
7.6
5.4
2.0
7.0
7.4
8.0
32217
CHLRPHYL
A
UG/L
6.4



39.3



7. 1
3.2



00077
TRANSP
SECCHI
INCHES
60



114



96



60


00031
INCDT LT
REMNING
PERCENT





50.0

1.0





00094
CNDUCTVY
FIELD
MICROMHO
730
730
725
690
861
861
835
768
872
869
855
831
7251
7251
7251
















3
00400
PH

SU
8.70
8.70
8.60
8.25
8.75
8.75
8.60
7.60
8.80
8.70
8.40
7.80
8.23
8.14
8.19

















00410
T ALK
CAC03
MG/L
153
152
152
152
128
126
126
141




137
137
132
















2111202
0031
00610
NH3-N
TOTAL
MG/L
0.020K
0.020K
0.020K
0.030
0.080
0.020
0.020K
0.100




0.070
0.070
0.070
















FEET DEPTH
00625
TOT KJEL
N
MG/L
0.600
0.400
0.200
0.300
0.900
0.400
0.400
0.500




0.600
0.500
0.500
















00630
N02&N03
N-TOTAL
MG/L
0.020
0.020
0.020
0.030
0.090
0.030
0.020
0.030




0.030
0.030
0.040
















00671
PHOS-DIS
ORTrtO
MG/L P
0.010
0.011
0.007
0.014
0.012
0.003
0.002
0.004




0.005
0.011
0.009
















         K VALUE KNOWN  TO  8E
         LESS THAN  INDICATED

-------
STORET RETRIEVAL OATE  76/02/11
                                                                    480303
                                                                   30 09  10.0 097  17
                                                                   BASTROP LAKE
                                                                           TEXAS
12.C
11EPALES


DATE
FROM
TO
74/03/14




74/05/33




74/08/16




74/11/04





OATE
FROM
TO
74/03/14




74/05/23





74/08/16
74/11/04






TIME DEPTH
OF
DAY FEET
15 00 0000
15 00 0006
15 00 0015
15 00 0027
15 00 0041
10 10 0000
10 10 0005
10 10 0010
10 10 0020
10 10 0035
13 40 0000
13 40 0005
13 40 0020
13 40 0030
13 40 0041
15 25 0000
IS 25 0005
15 25 0015
15 25 0030
15 25 0044

TIME DEPTH
OF
DAY FEET
15 00 0000
15 00 0006
15 00 0015
15 00 0027
15 00 0041
10 10 0000
10 10 0004
10 10 0005
10 10 0010
10 10 0020
10 10 0035
13 40 0000
15 25 0000
15 25 0005
15 25 0015
15 25 0030
15 25 0044

00010
MATER
TEMP
CENT
25.7
25.7
22.8
20.4
17.9
33.6
33.5
31.3
29.6
22.5
33.3
33.2
30.4
29.0
22.1
24.4
24.3
24.3
24.1
24.1
00665
PHOS-TOT

MG/L P
0.024
0.026
0.023
0.022
0.019
0.015

0.014
0.015
0.017
0.022

0.018
0.020
0.020
0.023
0.030

0030C 00077
DO TRANSP
SECCHI
MG/L INCHES
60
4.8
8.2
6.8
3.0
90
7.4
8.0
4.8
1.0
7.2 90
7.0
3.6
0.8
0.0
6.8 48
7.2
7.0
7.0
6.0
32217 00031
CHLRPHYL INCDT LT
A REMNING
UG/L PERCENT
5.9




49.8
50.0


1.0

6.3
3.7





00094
CNDUCTVY
FIELD
MICROMHO
770
770
740
695
660
896
894
860
830
747
900
900
849
827
755
7251
7353
7252
7252
7252





















3
00400
PH

SU
8.65
8.70
8.50
8.10
7.90
8.60
8.50
8.40
8.00
7.25
8.70
8.70
8.00
7.80
7.30
8.13
8.10
8.04
7.98
7.88






















00410
T ALK
CAC03
MG/L
149
150
151
ISO
153
128
128
128
139
151





131
130
137
127
127





















2111202
0045
00610
NH3-N
TOTAL
MG/L
0.020
0.020K
0.020
0.080
0.240
0.020
0.020
0.030
0.020
0.360





0.080
0.080
0.100
0.110
0.140





















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





0.600
0.500
0.400
0.500
0.600





















00630
N02&N03
N-TOTAL
MG/L
0.020K
0.020K
0.020K
0.030
0.040
0.020
0.020
0.020K
0.030
0.020K





0.030
0.030
0.030
0.040
0.030





















00671
PHOS-01S
ORTHO
MG/L P
0.011
0.013
0.011
0.007
0.013
0.003
0.003
0.002
0.003
0.003





0.010
0.007
0.008
0.016
0.012





















         K UB1 I IT XiVCYMV -n

-------
 . APPENDIX E
TRIBUTARY DATA

-------
STOftET RETRIEVAL DATE 7b/03/10
                                                                  4802A1
                                                                 30 09 10.0 097 17 50.0 4
                                                                 SPICED CHEEK
                                                                 48465   7.5 8ASSTHOP, Tx
                                                                 0/LAKE BASSTHOP
                                                                 BANK SAMP F*OM OIkT WO .5 Ml rf OF DAM
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
74/09/07
74/10/04
74/11/01
74/12/06
75/01/03
75/02/07
75/03/07
75/04/11
75/04/25
75/05/09
75/05/23
75/06/06
75/06/11
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET MG/L MG/L
17
09
09
08
13
12
14
13
11
13
16
09
18
45
25
35
30
50
20
30
20
15
30
00
30
45
0
0
0
0
0
0
0
0
0
0
0
0
1
.016
.480
.032
.088
.056
.540
.020
.010
.010
.175
.025
.015
.050

0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.

400
900
600
700
500
600
400
475
450
850
850
950
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L MG/L P MG/L P
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
040
075
065
040
072
024
065
046
040
025
025
070
045
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
OOSK
005
OOSK
010
005
008K
OOSK
Oil
OOSK
OOSK
OOSK
OOSK
025

0.010K
0.040
0.010
0.020
0.010K
0.010K
0.011
0.010K
0.030
0.020
0.010K
0.150
 K VALUE KNOWN TO  8E
 LESS THAN INDICATED

-------
STORET RETRIEVAL OATE 76/03/JO
  DATE   TIME DEPTH N02S.N03
  FROM    OF
   TO    DAY  FEET

74/11/01 09 20
74/12/06 08 45
75/01/03 13 30
75/02/07 12 00
75/03/07 14 15
75/05/09 13 05
75/05/23 16 15
                                                                  4802A2
                                                                 30 10 40.0 097  15 00.0 4
                                                                 SPICER CREEK
                                                                 48       7.5 BASSTHOP. TX
                                                                 T/LAKE BASSTROP
                                                                 BRDG ON  SEC RO  1.5 Ml SE OF  CAMP  SWIFT
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
0630
'&N03
OTAL
IG/L
0.160
0.048
0.064
0.060
0.045
0.070
0.055
00625
TOT KJEL
N
MG/L
0.600
0.400
0.500
0.600
0.850
0.550
0.400
00610
NH3-N
TOTAL
MG/L
0.030
0.032
0.032
0.032
0.075
0.065
0.020
00671
PHOS-DIS
ORTHO
MG/L P
0.030
0.010
0.010
0.016
0.005K
0.010
0.010
00665
PHOS-TOT

MG/L P
0.035
0.020
0.030
0.020
0.020
0.010
0.020
  K  VALUE  KNOWN  TO  BE
  LESS  THAN  INDICATED

-------