U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                               REPORT
                                                ON
                                       STILLHOUSE HOLLOW RESERVOIR
                                             BELL COUNTY
                                               TEXAS
                                            EPA REGION VI
                                         WORKING PAPER No, 661
     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
T^G.P.O. 699-440

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                             REPORT
                               ON
                   STII1HOUSE HOLLOW RESERVOIR
                           BELL COUNTY
                             TEXAS
                          EPA REGION VI
                      WORKING PAPER No,  661
WITH THE COOPERATION OF THE
 TEXAS WATER QUALITY BOARD
           AND THE
    TEXAS NATIONAL GUARD
         MARCH, B77

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                               CONTENTS



                                                           Page



  Foreward                                                   ii



  List of Texas Study Reservoirs                              iv



  Lake and Drainage Area Map                                 vi







  Sections



  t.   Conclusions                                              1



 II.   Lake and Drainage Basin  Characteristics                  3



III.   Lake Water Quality Summary                               4



 IV.   Nutrient Loadings                                      10



  V.   Literature Reviewed                                    15



 VI.   Appendices                                             16

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                                 11
                          FOREWORD
    The National Eutrophication Survey was initiated in 1972 in
response to an Administration commitment to investigate the nation-
wide threat of accelerated eutrophication to freshwater lakes and
reservoirs.

OBJECTIVES

    The Survey was designed to develop, in conjunction with state
environmental agencies, information on nutrient sources, concentrations,
and impact on selected freshwater lakes as a basis for formulating
comprehensive and coordinated national, regional, and state management
practices relating to point-source discharge reduction and non-point
source pollution abatement in lake watersheds.

ANALYTIC APPROACH

    The mathematical and statistical procedures selected for the
Survey's eutrophication analysis are based on related concepts that:

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

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

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

LAKE ANALYSIS

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

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

ACKNOWLEDGEMENT

     The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental  Protection Agency)
expresses sincere appreciation to the 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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                                 IV
                  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
Lewisville (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
Coll in
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

6owie, Cass

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                                                  STILLHOUSE  HOLLOW
                                                         RESERVOIR
                                                       Tributary Sampling Site
                                                       Lake Sampling Site
                                                       Drainage Area Boundary
                                                                      30
                                        40 Km.
                                                                        20 Mi
                                                                                        31 30
                                                                STILLHOUSE
                                                                  HOLLOW
                                                                 RESERVOIR
                                                                                       31 00
Map Location
 98 30
98 00
                                                        Florence
                                                                           97 30

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                        STILLHOUSE HOLLOW RESERVOIR
                              STORE! NO. 4831

 I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Still house Hollow Reservoir is
        mesotrophic; i.e., moderately supplied with nutrients and mod-
        erately productive.  Whether nutrient enrichment is beneficial
        or deleterious depends on the actual or potential effect on the
        uses of the reservoir.  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.
            Although it ranked twelfth in overall trophic quality when the
        39 Texas reservoirs sampled in 1974 were compared using a combi-
        nation of six water quality parameters*, the reservoir is phos-
        phorus limited.  If inorganic nitrogen is omitted,  Stillhouse
        Hollow Reservoir ranks eighth in overall quality.
            Four of the reservoirs had less and one had the same median
        total phosphorus, 18 had less and one had the same median dissolved
        orthophosphorus, 24 had less and one had the same median inorganic
        nitrogen, three had less mean chlorophyll a_, and five had greater
        mean Secchi disc transparency.  Marked depression or depletion of
        hypolimnetic dissolved oxygen occurred at sampling stations 1 and
        2 in May and August, and depression with depth occurred at station
        3 at those times.
* See Appendix A.

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        Survey limnologists noted small  patches of submerged macro-
    phytes in the shallows at stations 2 and 3 in August.
B.  Rate-Limiting Nutrient:
        The algal assay results indicate that Still house Hollow
    Reservoir was phosphorus limited at the time the sample was col-
    lected (03/13/74).  The reservoir data indicate phosphorus limi-
    tation at all sampling times.
C.  Nutrient Controllability:
        1.  Point sources—During the sampling year, estimated point-
    source phosphorus loads accounted for over 66% of the total input
    to Still house Hollow Reservoir.  The two wastewater treatment plants
    at Lampasas collectively contributed an estimated 59.2%, and the
    facility at Florence contributed an estimated 7.1%.
        The present phosphorus loading of 0.37 g/m2/year is less than
    that proposed by Vollenweider (Vollenweider and Dillon, 1974) as
    a eutrophic loading but more than his oligotrophic loading (see
    page 14).  Because the reservoir is phosphorus limited, elimina-
    tion or reduction of point-source phosphorus inputs could be con-
    sidered a measure to maintain good water quality.
        2.  Non-point sources--Non-point sources contributed about 34%
    of the total  phosphorus load during the sampling year.   The Lam-
    pasas River contributed 24.8%, and the ungaged minor tributaries
    and immediate drainage contributed an estimated 4.2% of the total.
        The phosphorus export rate of the Lampasas River was less than
    1  kg/km2  during the sampling year (page 13).

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II.   RESERVOIR AND DRAINAGE  BASIN  CHARACTERISTICSt

     A.   Morphometry  :

         1.   Surface area:   26.02  kilometers2.

         2.   Mean depth:   11.3 meters.

         3.   Maximum depth:   31.1  meters.

         4.   Volume:   290.740 x 106  m3.

         5.   Mean hydraulic  retention  time:   1 year  (based on  1972-1976
             mean outflow).

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

         1.   Tributaries  -

                                              Drainage        Mean flow
             Name                             area  (km?-)ttt   (m3/sec)ttt

             Lampasas River                       3,105.4          7.510
             Minor tributaries &
              immediate drainage -                282.2          0.750

                            Totals               3,387.6          8.260

         2.   Outlet -

             Brazos River Authority  diversion     -              0.704*
             Lampasas River                       3.413.6**        6.270

                            Total                 3,413.6          6.974

     C.   Precipitation***:

         1.   Year of  sampling:   89.1 centimeters.

         2.   Mean annual:  86.4 centimeters.
t  Table of  metric conversions—Appendix B.
ft At conservation  pool level; Barrows, 1977.
ttt  For limits of accuracy,  see Working Paper No. 175, "...Survey Methods,
     1973-1976".
*  Hall, 1976.
** Includes area of reservoir.
***  See Working Paper No. 175.

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III.   WATER QUALITY SUMMARY
      Stillhouse Hollow Reservoir 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 reservoir (see map, page vi).  During each visit,  a
  single depth-Integrated (4.6 m 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  a_  analysis.
  The maximum depths sampled were 31.1  meters at station 1,  25.6 meters at
  station 2, and 12.2 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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PARAMETER

TEMP (C)

OISS OXY (MG/L)

CNDCTVY (MCROMO)

PH (STAND UNITS)

TOT ALK (MG/L)

TOT P  (MG/D

ORTHO P (MG/L)

N02»N03 (MG/L)

AMMONIA (MG/L)

KJEL N  (Mb/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A  (UG/L)

SECCHI  (METERS)
       A.  SUM^AKf OF PnYSICAL Af-.-D


       1ST SAMPLING (  3/13/74)

             3 SITES

     KANGE        HEAN   MEDIAN

 11.9  -  18.9    15.9    16.6

  6.0  -   9.6     6.3     3.8

 399.  -  544.    462.    455.

  7.9  -   8.4     8.2     8.3

 164.  -  194.    172.    170.

0.008  - 0.030   0.013   0.011

0.004  - 0.020   0.010   0.011

0.090  - 0.150   0.111   0.110

0.020  - 0.110   0.042   0.030

0.200  - 0.400   0.265   0.300

0.120  - 0.250   0.154   0.140

0.300  - 0.540   0.376   0.390

  1.1  -   1.5     1.3     1.3

  1.8  -   3.7     2.7     2.6
                                                         CHEMICAL  CHARACTERISTICS  FOr!  STILLHOUSt  ^OLLO*
                                                          STORET CODE -«a31
                                                                    2NO SAMPLING  (  5/21/74)

                                                                          3  SITES
     rtANGE

 13.1  -  26.9

  0.1  -   7.8

 424.  -  623.

  7.6  -   8.5

 146.  -  172.

0.009  - 0.043

0.008  - 0.080

0.030  - 0.290

0.030  - 0.140

0.200  - 0.500

0.060  - 0.340

0.230  - 0.600

  4.7  -  15.2

  1.1  -   2.9
MEAN
22.1
3.1
530.
8.1
160.
0.019
0.013
0.144
0.059
0.319
0.202
0.4t32
9.4
2.1
MEDIAN
24.8
2.0
54<».
8.0
162.
0.016
0.009
0.140
0.040
0.300
0.215
0.480
8.4
2.2
            SAMPLING < 8/14/741

              3 SITES

      HANGE        MEAN   MEDIAN

  14.4  -  26.9    23.6    27.2

   0.0  -   7.2     3.4     1.8

  431.  - 1017.    556.    553.

   7.5  -   8.7     8.0     7.9

OOO0O0  -000000*0»OOOO*»O00»0OO

•ooooo  -oo«o00oo«oooo*oooooo*o

oooeoo  _
000000  -0000*00000000000000000

000000  -000000000000000000*000

oooooo  -O000OO0O0O0OOOOOOO aooo

000000  — 0000«0»OO0»O0O0OOO * 0 0O


   1.1  -   3.2     2.2     2.2

   2.2  -   5.2     3.5     3.1

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       A. SUMMARY Or PHYSICAL ANO CHEMICAL  CrlAw
                                          CODE
                                                                              I CS FOR SULLHOuSt HOLLO
                                 SAMPLING  (ll/
PARAMETER

TEMP (C)

OISS OXY (MG/U

CNDCTVY (MCROMO)

PH (STAND UNITS)

TOT AUK (MG/L)

TOT P (MG/L)

ORTHO P (MG/D

N02*N03 (MG/L>

AMMONIA (MG/L)

KJEL N  (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRHYL A (UG/L)

SECCHI  (METERS)
     RANGE

 31.0  -  22.6

  4.2  -

7243.  - 7250.

  7.4  -

  84.  -  138

0.018  - 0.094

O.OOS  - 0.020

0.100  - 0.200

0.020  - 0.180

0.200  - 0.300

0.140  - 0.280

0.320  - 0.460

  1.7  -

  0.5  -
3
6
0
.
2
>»
'4
0
0
0
0
0
0
7
3
SITES
MEAN
21. 8
6.7
72-48.
7.9
118.
0.040
0.011
0.131
0.049
0.259
0.180
0.389
2.8
1.2
MEDIAN
21.7
6.8
7249.
7.8
122.
0.026
0.010
0.130
0.030
0.300
0.160
0.420
2.9
O.-y

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B.  Biological characteristics:

    1.  Phytoplankton -
        Sampling
        Date

        03/13/74
        05/21/74
        08/14/74
        11/04/74
Dominant
Genera
                       Algal Units
                       per ml	
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
Chroomonas sp.
Elakatothrix sp.
Stephanodiscus sp.
Nitzschia sp.
Gymnodinium sp.
Other genera

        Total

Chroomonas sp.
Coelastrum sp.
Cryptomonas sp.
Aphanocapsa sp.
Pediastrum sp.
Other genera

        Total

Cyclotella sp.
Cryptomonas sp.
Oocystis s£.
Crucigenia sp.
Cosmarium sp.
Other genera

        Total

Chroomonas sp.
Cyclotella sp.
Cryptomonas sjp.
Ankistrodesmus sp.
Pediastrum sp.
Other genera
1,108

  386
  197
   72
   62
   62
   67

  846

  123
   93
   77
   62
   46
  201

  602

  394
  219
  175
   66
   44
  110
                                          Total
                               1,008

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                                 8
    2.  Chlorophyll

        Sampling
        Date

        03/13/74
        05/21/74
        08/14/74
        11/04/74
Station
Number

   1
   2
   3

   1
   2
   3

   1
   2
   3

   1
   2
   3
C.  Limiting Nutrient Study:

    1.   Autoclaved, filtered,  and nutrient spiked  -
Chlorophyll
     1.1
     1.3
     1.5

     8.4
     4.7
    15.2

     2.2
     1.1
     3.2

     2.9
     3.7
     1.7
                         Ortho P
                         Cone, (mg/1)
            Inorganic  N
            Cone,  (mg/1)
Maximum yield
(mg/1-dry wt.)
0.005
0.055
0.055
0.005
0.285
0.285
1.285
1.285
0.1
2.2
9.5
0.1
Spike (mg/1)

Control
0.050 P
0.050 P + 1.0 N
1.0 N
    2.   Discussion -

            The control  yield of the assay alga,  Selena strum capri-

        cornutum, indicates that the potential  primary  productivity

        of Stillhouse Hollow Reservoir was low  at the  time  the  sample

        was collected (03/13/74).   The significant increase in  yield

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with the addition of orthophosphorus and the lack of  change
in yield when only nitrogen was added indicate phosphorus
limitation.
    The reservoir data indicate phosphorus limitation in
March, May, and November (i.e., the mean inorganic nitrogen
to orthophosphorus ratios were 15 to 1  or greater).

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                                     10
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
 months of April  and May when two samples were collected.  Sampling was
 begun in September, 1974, and  was completed in August, 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 reservoir.
     In this report, nutrient loads for sampled tributaries were
 calculated using mean annual  concentrations and  mean annual flows.
 Nutrient loads shown are those measured minus point-source loads,
 if  any.
     Nutrient loads in the diversion  by the Brazos  River Authority
 were calculated using the mean concentrations in Lampasas River
 (station A-l)  and the total  of the 1974 diversion  in cubic meters.
 Nutrient loads for unsampled "minor  tributaries  and immediate
 drainage" ("ZZ"  of U.S.G.S.) were estimated using  the mean, con-
 centrations in Trimmer  Creek at station B-l  and  the mean annual
 ZZ  flow.
     The  operators of the waste treatment facilities of Lampasas and
 Florence did not participate;  nutrient loads from  these sources were

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                                    11
estimated at 1.134 kg P and 3.401 kg N/capita/year, and flows were esti-

mated at 0.3785 m3/capita/day.

    A.  Waste Sources:

        1.  Known municipal -
Name
Lampasas (2
plants)*
Florence**
Pop.
Served
5,000
600
Treatment
tr. filter
stab, pond
Mean Flow
(mVd)
1,892.5
227.1
Receiving
Water
Sulphur Creek/
Lampasas River
Unnamed Creek/
Still house Hoi
low Reservoir
        2.  Known industrial - None
* Wyatt, 1976.
** Anonymous, 1971.

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                                    12
    B.  Annual Total Phosphorus Loading - Average Year:
        1.  Inputs -
                                              kg P/          % of
            Source                            yr             total
            a.  Tributaries (non-point load) -
                Lampasas River                  2,380         24.8
            b.  Minor tributaries & immediate
                 drainage (non-point load) -      400          4.2
            c.  Known municipal STP's -
                Lampasas                        5,670         59.2
                Florence                          680          7.1
            d.  Septic tanks - Unknown            ?
            e.  Known industrial - None
            f.  Direct precipitation* -           455          4.7
                        Total                   9,585        100.0
        2.  Outputs -
            Lake outlet - Diversion               355
                          Lampasas River        3.165
                             Total              3,520
        3.  Net annual P accumulation - 6,065 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) -
                Lampasas River                212,960         77.4
            b.  Minor tributaries & immediate
                 drainage (non-point load) -   15,090          5.5
            c.  Known municipal STP's -
                Lampasas                       17,005          6.2
                Florence                        2,040          0.7
            d.  Septic tanks - Unknown            ?
            e.  Known industrial - None
            f.  Direct precipitation* -        28,090         10.2
                        Total                  275,185        100.0
        2.  Outputs -
            Lake outlet - Diversion            14,475
                          Lampasas River      128.920
                             Total            143,395
        3.  Net annual N accumulation - 131,790 kg.
    D.  Non-point Nutrient Export by Subdrainage Area:
        Tributary                             kg P/km2/yr    kg N/km2/yr
        Lampasas River                            <1              69
* See Working Paper No.  175.

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                                14
E.   Mean Nutrient Concentrations in Ungaged  Streams:
                                          Mean Total  P    Mean Total N
    Tributary                             Cone,  (mg/1)    Cone,  (mg/1)
    Trimmer Creek                             0.017          0.638
    Lucy Creek                                0.023          0.543
F.   Yearly Loads:
        In the following table,  the existing phosphorus  loadings
    are compared to those proposed by Vollenweider  (Vollenweider
    and Dillon,  1974).   Essentially, his  "dangerous"  loading is
    one at which the receiving water would become eutrophic or
    remain eutrophic;  his "permissible"  loading is  that  which
    would result in the receiving water  remaining oligotrophic
    or becoming  oligotrophic if morphometry  permitted.   A meso-
    trophic loading would be considered  one  between  "dangerous"
    and "permissible".
        Note that Vollenweider's model may not be applicable to
    water bodies with  short hydraulic retention times.
                              Total  Phosphorus       Total Nitrogen
    	Total   Accumulated   Total   Accumulated
    grams/m2/yr              0.37      0.23        10.6       5.1
    Vollenweider phosphorus loadings
     (g/m2/yr)  based on mean depth and  mean
     hydraulic  retention time of Still house  Hollow Reservoir:
        "Dangerous"   (eutrophic loading)             0.64
        "Permissible"  (oligotrophic  loading)        0.32

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                                    15
V.   LITERATURE REVIEWED

    Anonymous, 1971.   Inventory of municipal  waste  facilities.   EPA
        Publ.  OWP-1,  vol.  6,  Wash., DC.

    Barrows, David, 1977.   Personal communication  (morphometry and
        hydraulic retention time).   Canyon Proj. Off.,  Fort  Worth
        Distr., Corps of Engrs., New Braunfels,  TX.

    Hall, Harry, 1976.   Personal communication (water diverted in
        1974 for industrial,  irrigation,  municipal,  and domestic
        use).   Brazos River Authority,  Waco.

    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.

    Wyatt, Linda, 1976.  Personal  communication  (sewage treatment
        plants at Lampasas).   TX Water  Qual.  Bd., Austin.

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                              16
VI.   APPENDICES
                                  APPENDIX  A
                                 LAKE  RANKINGS

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LAKE DATA TO BE USED IN BANKINGS
LAHE
CODE  LAKE NAME

4801  AMISTAD LAKE

4602  BASTROP LAKE

4803  BELTON RESERVOIR

4804  BrtAUNlG LAKE

4S05  8ROWNWOOD LAKE

4806  LAKE BUCHANAN

4807  CAODO 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 OF THE PINES

4819  LAVON RESERVOIR

4820  LIVINGSTON LAKE

4821  LYNDON 8 JOHNSON LAKE

4822  MEDINA LAKE

4823  LAKE MEREDITH

4824  PALESTINE LAKE

4825  POSSUM KINGDOM RESERVOIR

4826  SAN ANGELO RESEKVOIR

4827  SAM RAYBURN RESERVOIR

4828  E V SPENCE 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
0.093
0.029
0.036
MEDIAN
INO^G N
0.500
0.090
O.idS
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
0.080
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
462.583
MEAN
CHLOWA
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
11.775
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
MtOi AN
DISS O^TriO P
0.009
0.007
0.007
0.062
0.007
0.012
O.UU
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
4831  STILLMOUSE HOLLO* RESEKV
4832  TAWAK.ONI 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
O.Olb
0.046
0.106
0.042
0.018
0.389
0.029
0.020
0.028
MEDIAN
INOrtU 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
473.833
482.714
406.250
466.417
47B.500
451.321
389.913
479.500
454.917
434.500
430.500
MEAN
CHLOftA
24.491
13.457
J.917
16.246
19.119
12.493
5.595
24.300
8.708
4.333
6.912
MIN 00
13.000
10.600
15.000
13.200
12.400
15.000
15.000
10.000
14.800
15.000
15.000
MEDIAN
015S CMTnO
0.013
0.012
0.010
0.013
0.030
0.018
0.007
0.240
0.009
0.009
0.008

-------
        OF' La*FS WITH "iIGHt" VALoES (NUMBE* OF LAKES wIT* HlGHE>< VALUES)
LAKE
CODE  LAKE NAME
<«80i  AMISTAO LAKE
4802  HASTROP LAKE
4803  6ELTON RESERVOIR
4804  8RAUNIG LAKE
4805  BROrtNWOOO LAKE
4806  LAKE BUCHANAN
4807  CADOO 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 OF THE PINES
4819  LAVON RESERVOIR
4820  LIVINGSTON LAKE
4821  LYNDON 8 JOHNSON LAKE
4822  MEDINA LAKE
4823  LAKE MEREDITH
4824  PALESTINE LAKE
4825  POSSUM KINGDOM RESERVOIR
4826  SAN ANGELO RESEHVOIR
4827  SAM RAYBURN RESERVOIR
4828  E V SPENCE 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
50
( 36)
( 30)
( 35)
( 2)
< 25)
( 18)
( 10)
( 17)
< 37)
( 14)
( 3)
( 26)
< 27)
( 9)
( 13)
( 29)
( 6)
( 20)
( 8)
( 1)
( 14)
( 37)
< 31)
( 20)
( 28)
( 5)
( 22)
< 19)
MEDIAN
INO^G N
5
76
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
83
( 2)
( 28)
( 10)
( 16)
( 26)
( 7)
( 33)
( 38)
( 3)
< 28)
( 18)
( 31)
< 33)
( 25)
( 5)
( 22>
( 6)
( 28)
( 11)
( 1)
( 4)
( 0)
( 33)
( 12)
( 33)
( 17)
( 15)
( 31)
500-
MEAN SEC
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
66
45
( 36)
( 31)
( 37)
( 19)
( 11)
( 28)
( 16)
( 18)
( 36)
( 10)
( 7)
< 12)
( 13)
( 8)
( 6)
( 21)
( 0)
< 25)
( 1)
( 15)
( 20)
( 34)
( 27)
( 24)
( 3?)
( 3)
( 26)
( 17)
MEAN
CMLOHA
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)
( 16!
( 26)
( 3)
( 33)
( 24)
( 12)
( 4)
( 37)
( 16)
( 5)
< ID
< 30)
< 28)
( 13)
( 21)
( 9)
< 15)
( 32)
( 10)
( 25)
( 14)
( 36)
( 20)
( 22)
( 0)
( 29)
( 19)
16-
MIN 00
39
17
17
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
D1SS CMTHU P
63
92
84
5
84
39
30
92
97
39
8
63
76
16
2.1
92
11
46
21
3
30
100
63
51
63
46
63
76
( 21)
( 34)
( 3D
( 2)
( 3D
( 14)
( 10)
( 34)
( 37)
( 14)
( 3)
( 21)
( 28)
( 6)
< 7)
( 34)
( 4)
< 17)
( 7)
( 1)
( 10)
( 38)
( 21)
( 19)
< 21)
< 17)
( 2D
( 28)
INOtX
NO
402
393
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

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

LAKE
CODE  LAKE NAME

4829  SGMERVILLE LAKE

4830  STAMFORD LAKE

4B31  STILLHOUSE HOLLOW RESE*V

4832  TAWAKONI LAKE

4833  TEAAKKANA LAKE

4834  TEXOMA LAKE

4635  TRAVIS LAKE

4836  TKINIOAD

4837  TWIN bUTTES RESEKVOIR

4838  WHITE RIVER RESERVOIR

4839  WHITNEY LAKE
MEDIAN
TOTAL P
29
18
88
32
11
39
88
0
59
84
63
( 11)
( 7)
t 33)
( 12)
( 4)
( 14)
( 33)
( 0)
( 22)
t 32)
( 24)
MLDIAN
INO^G N
55
V7
37
70
51
34
21
61
21
61
51
( 21)
( 37)
( 14)
( 26)
( 19)
( 13)
( 7)
( 22)
( 7)
< 22)
( 19)
500-
MEAN SEC
24
5
67
37
13
61
92
11
58
76
79
( 9)
( 2)
( 33)
( 14)
( 5)
( 23)
( 35)
( 4)
( 22)
( 29)
( 30)
MEAN
CHLORA
3
18
93
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)
( 3D
( 0)
( 24)
( 27)
( 0)
( 0)
( 35)
( 17)
( 0)
( 0)
'•(C.OI AN
DISS J^TnO K
30
39
51
30
13
21
84
0
63
63
76
( 10)
( 14)
( 19)
( 10)
( 5)
I 7)
( 3D
( 0)
( 21)
( 21)
( 28)
1NUE.
NO
20,
259
372
2^3
176
217
384
169
311
390
357

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




RANK  CAKE CODE  LAKE NAME               INDEX NO






  29  4«21       LYNDON 8 JOHNSON LAKE      238




  30  4834       TEXOMA LAKE                217




  31  4829       SOMEWVILLE LAKE            208



  32  4826       SAN ANGELO RESERVOIR       200




  33  4833       TEXAKKANA LAKE             176



  34  4815       GARZA LITTLE ELM RESERvO   173




  35  4836       TRINIDAD                   169



  36  4804       BRAUNIG LAKE               159



  37  4811       CORPUS CRIST1 LAKE         155




  38  4817       HOUSTON LAKE               139




  39  4820       LIVINGSTON LAKE             91

-------
    APPENDIX B





CONVERSION FACTORS

-------
                CONVERSION FACTORS


Hectares x 2.471 = acres

Kilometers x 0.6214 = miles

Meters x 3.281 = feet

Cubic meters x 8.107 x 10   = acre/feet

Square kilometers x 0.3861 = square miles

Cubic meters/sec x 35.315 = cubic feet/sec

Centimeters x 0.3937 = inches
   «
Kilograms x 2.205 = pounds

Kilograms/square kilometer x 5.711 = Ibs/square mile

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

-------
                                          RY FLOW  INFORMATION FOR TF.XAS
                                                                              02/11/76
LAKE CODE 4831
       STILLHOUSE HOLLOW
     TOTAL DRAINAGE AREA Oc LAKtISQ KM)   3*13.6
          SU8-DRAINA3E
TRIBUTARY  AREA15Q KM)
4831A1
4831A2
4831ZZ
3413.6
3105.4
 308.2
 JAN

7.Ob
7.0d
0.71
  FEB

 6.43
10.11
 0.99
8.52
9.97
1.0?
10.85
10.96
 1.08
                        TOTAL DRAINAGE AREA OF LAKE =
                        SUM OF SUB-DRAINAGE AREAS   =
  MAY

22.40
19.37
 1.93
                                             3413.6
                                             3413.6
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  OAY

4831A1
4831A2
4831ZZ
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
7S
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
20.98
22.57
11.98
23.45
44.32
35.62
19.28
12.57
20.42
31.15
16.17
4.08
22.20
25.88
30.02
13.05
12.01
40.55
13.65
15.04
31.71
17.02
7.65
4.73
2.01
2.55
2.97
1.30
1.19
1.22
1.36
1.50
3.14
1.67
0.76
0.48
8
15
19
16
20
17
12
6
7
18
9
12
8
15
19
16
20
17
12
6
7
18
9
12












                                                    NORMALIZED FLOwS(CMS)
                                                      JUN     JUL     AUG
5.63
7.8*
0.79
0.48
4.08
0.40
1.42
1.50
0.15
 SEP

3.79
4.62
0.45
 OCT

1.70
5.47
0.54
 NOV

3.17
3.88
0.40
 DEC

3.57
5.H!
0.54
MEAN

6.27
7.51
0.75
                                                                   SUMMARY
                                                     TOTAL FLOW IN
                                                     TOTAL FLOW OUT
                                                                   99.26
                                                                   75.21
                                       FLOW  DAY
                                            FLOW   DAY
                                                                           FLOW
26.82
19.60
23.50
22.63
37.38
43.61
16.00
8.04
10.59
53.24
17.36
0.0
5.38
2&!s6
11.50
12.12
26.25
13.76
8.30
55.78
11.84
7.02
2.72







22
28









22
28



                                                                     0.0
                                                                    12.66
                                                                     9.26
                                                                    35.68

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
STOf-Ei r7£Tt?ltVAL OATt 76/02/11
                                                                   4*3101
                                                                  31  52  00.0  097  22 30.0
                                                                  STILLHOUSE  HOLLO*
                                                                  48C27    TEXAS

DATE
FROM
TO
74/03/13





7W05/21





74/08/14






74/11/04






TIMF
OF
DAY
09 30
09 30
09 30
09 30
09 30
09 30
12 25
12 25
12 25
12 25
12 25
12 25
09 35
09 35
09 35
09 35
09 35
09 35
09 35
13 00
13 00
13 00
13 00
13 00
13 00

DEPTH

FEET
0000
0010
0025
0040
0070
0101
0000
0005
0026
0050
0075
0102
0000
0020
0037
0050
0065
0075
0095
0000
0005
0020
0045
0065
0085
00010
WATER
TEMP
CENT
17.4
17.4
15.8
13.6
12.1
11.9
26.1
25.4
23.8
17.7
13.6
13.1
28.5
28.0
27.2
19.9
16.7
15.3
14.4
21.9
22.0
22.0
22.0
21.7
21.4
                                00300     00077     00094
                                 00      ThiANSO   CNDUCTVY
                                         SECCHI   FIELD
                                MG/L     INCHES   MICROMHO

                                              144       454
                                   8.8                 455
                                   9.6                 437
                                   9.4                 414
                                   8.8                 399
                                   8.6                 400
                                              115       541
                                   7.8                 531
                                   6.8                 519
                                   2.4                 471
                                   2.0                 426
                                   2.0                 424
                                   6.8        204       568
                                   6.8                 553
                                   7.2                 549
                                   0.4                 493
                                   0.6                 455
                                   0.4                 443
                                   0.6                 431
                                   7.6        90      7243
                                   7.4                7250
                                   7.6                7248
                                   5.8                7248
                                   6.0                7247
                                   4.2                7246
UE^ALES
" '
00400
PH

su
8.40
8.40
8.30
8.25
8.15
8.10
8.50
8.50
8.10
7.85
7.70
6.25
8.50
8.60
8.00
7.90
7.80
7.80
7.70
8.18
8.14
8.16
7.96
7.74
7.39

00410
T ALK
CAC03
MG/L
166
164
165
164
166
167
147
146
162
164
165
165







132
131
130
131
128
138
211
0106
00610
NH3-N
TOTAL
MG/L
0.020
0.020
0.020
0.030
0.050
0.060
0.040
0.030
0.040
0.040
0.040
0.040







0.020
0.020
0.020K
0.020K
0.020K
U.020
1202


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







0.300
0.300
0.200
0.300
0.300
0.200K
00630
N02&N03
N-TOTAL
MG/L
0.110
0.100
0.110
0.110
0.130
0.130
0.060
0.030
0.160
0.250
0.280
0.290







0.120
0.120
0.120
0.130
0.160
0.200
00671
PHOS-OIS
OKTHO
MG/L P
0.007
0.012
0.011
0.011
0.020
0.019
0.009
0.080
0.006
0.009
0.008
0.009







0.009
0.007
0.007
0.007
0.010
0.010
         K VALUE KNOWN TO BE
         LESS THAN INDICATED

-------
             7o/0?/il
                                                         4^3101
                                                        31 52 00.0 C97 22 30.0
                                                        STILLHOUSE HOLLO" *ESERVOI*
                                                        "8027   TEXAS
                                                        UEPALtS
                                                                            0106 FFET  OEPTrt
DATE
FROM
TO
74/03/13





74/05/21





74/08/14
74/1 1/04





00665 32217 00031
TIME DEPTH PHOS-TOT CHLPPHYL INGOT LT
OF A MEANING
DAY FEET
09
09
09
09
09
09
12
12
12
12
12
12
09
13
13
13
13
13
13
30
30
30
30
30
30
?5
25
25
25
25
25
35
00
00
00
00
00
00
0000
0010
0025
0040
0070
0101
0000
0005
0026
0050
0075
0102
0000
0000
0005
0020
0045
0065
0085
MO/L P
0
0
0
0
0
0
0
0
0
0
0
0

0
0
0
0
0
0
.011
.017
.009
.009
.017
.021
.009
.009
.009
.010
.016
.024

.023
.018
.018
.022
.025
.029
UG/L PERCENT
1.1





8.4





2.2
2.9





K VALUE KNOnlN TO BE
LESS THAN INDICATED

-------
STOKET RETRIEVAL DATE•7&/G2/11
 483102
31 54 35.0 097 24
STILLHOUSE HOLLO*
'+8037   TEXAS
                                                                                    15.0

DATE
FROM
TO
74/03/13





74/05/21





74/08/14






74/11/04







TIME
OF
DAY
10
10
10
10
10
10
12
12
12
12
12
12
10
10
10
10
10
10
10
13
13
13
13
13
13


10
10
10
10
10
10
05
05
05
05
05
05
35
35
35
35
35
35
35
30
30
30
30
30
30

DEPTH

FEET
0000
0010
0020
0040
0060
0083
0000
0005
0017
0030
0055
0084
0000
0010
0025
0040
0050
0065
0078
0000
0005
0015
0030
0050
0063
00010
WATER
TEMP
CENT
16.1
18.0
17.9
14.4
12.9
12.1
26.9
26.1
25.7
21.9
15.6
13.7
28.9
28.8
27.5
26.6
20.0
16.5
15.1
22.6
22.3
22.3
22.3
21.3
21.2


00300
DO

MG/L

9.4
9.0
8.2
8.0
6.2

5.8
4.0
0.6
0.1
0.3
7.0

6.8
0.8
0.0
0.0
0.8
7.4
7.6
8.0
7.4
5.8
6.4


00077 00094
TRiSNSP CNDUCTVY
SECCHI FIELD
INCHES MICPOMHO
104 466
467
462
435
413
409
85 554
547
554
567
460
444
124 574
570
555
546
509
479
465
37 7248
7250
7249
7249
7249
7249
11EH
4
00400
PH

SU
8.40
8.40
8.40
8.20
8.10
7.95
8.5C
8.50
7.90
7.70
7.60
7.70
6.50
8.70
7.90
7.60
7.60
7.70
7.60
8.14
8.13
8.06
8.02
7.67
7.78
»UES

00410
T ALK
CAC03
MG/L
169
170
168
171
170
172
147
146
166
168
171
172







126
125
122
121
84
122
211
OC87
00610
NH3-N
TOTAL
MG/L
0.030
0.020
0.020
0.040
0.050
0.100
0.050
0.030
0.040
0.040
0.130
0.140







0.030
0.030
0.030
0.040
a. 180
0.020K
1202


FEET DEPTH
00625
TOT KJEL
N
MG/L
0.200
0.200
0.200
0.200
0.400
0.300
O.<*00
0.300
0.200
0.300
0.300
0.400







0.200
0.200K
0.200
0.200
0.300
0.200K
00630
N02t>N03
N-TOTAL
MG/L
0.110
0.100
0.100
0.120
0.140
0.150
0.060
0.050
0.120
0.220
0.180
0.200







0.130
0.120
0.120
0.120
0.100
0.120
00671
PHOS-DIS
ORTrtO
MG/L P
0.005
0.011
0.011
0.011
O.U05
0.010
0.009
0.008
0.010
0.008
0.008
0.008







0.005
0.007
0.008
0.007
0.016
0.012
           K  VALUE KNOWN TO BE
           LESS  THAN INDICATED

-------
RETRIEVAL DATE: 76/oa/it
                                                            483103
                                                           31 5<» 35.0 097 24 15.0
                                                           SriLLHOUSE HOLLO* RESERVOIR
                                                           48027   TEXAS
                                                           11EPALES
                                                                                2111202
                                                                               00*7 FEET

DATE
FROM
TO
7W03/13





7W05/21





74/08/14
74/11/04







TIME
OF
DAY
10
10
10
10
10
10
12
12
1?
12
13
12
10
13
13
13
13
13
13


10
10
10
10
10
10
05
05
05
05
05
OS
35
30
30
30
30
30
30

DEPTH

FEET
0000
0010
0020
0040
0060
0082
0000
0005
0017
0030
0055
0084
0000
0000
0005
0015
0030
0050
0.063
00665 32217 00031
PHOS-TOT CHLRPHYL INGOT LT
A REMNING
MG/L P UG/L PERCENT
O.OO'i 1.3
0.008
0.008
0.009
0.030
0.018
0.017 4.7
0.012
0.013
0.014
0.018
0.019
1.1
0.022 3.7
0.025
0.025
0.026
0.076
0.033

-------
 STORE! RETRIEVAL DATE 76/Q?/)l
                                                                   •+83103
                                                                  31  00  55.0  097  36 b3.0
                                                                  STlLL-iOuSE  HOLLO*
                                                                  H3027    TEXAS
  OATE
  FROM
   TO

74/03/13
74/05/31
74/08/14
74/11/04
TIME DEPTH
 OF
DAY  FEET
11
11
11
11
11
11
11
11
11
11
11
11
11
11
14
14
14
14
14
00 0000
00 0005
00 0015
00 0030
00 0038
45 0000
45 0005
45 0015
45 0031
10 0000
10 0010
10 0015
10 0025
10 0040
00 0000
00 0005
00 0015
00 0030
00 0040
 00010
WATER
 TEMP
 CENT

   16.9
   18.9
   18.9
   16.8
   15.2
   26.8
   26.6
   26.4
   24.3
   28.7
   28.3
   27.9
   27.4
   26.5
   21.6
   21.6
   21.6
   21.3
   21.0
HEPiLES

00300
DO
MG/L

8.8
8.8
7.2
6.0

7.2
0.6
1.0
6,2
6.8
6.8
2.8
0.4
6.6
7.0
6.8
6.6
6.2

00077
TRANSP
SECCHI
INCHES
70




45



87




20





00094
CNOUCTVY
FIELD
MlCROMrtO
529
530
529
510
544
623
619
617
582
595
58P
578
604
1017
7249
7247
7248
7249
7249
3
00400
PH
su
8.30
8.30
8.30
8.10
7.90
3.50
8.45
7.70
7.70
8.50
8.40
8.30
7.70
7.50
7.81
7.73
7.70
7.63
7.55

00410
T ALK
CACU3
MG/L
180
180
181
181
194
162
161
157
159





99
99
101
98
122
211
0043
00610
NH3-N
TOTAL
MG/L
0.030
0.030
0.030
0.060
0.110
0.040
0.040
0.100
0.100





0.090
0.090
0.060
0.100
0.030
1202
FEET QE^
00625
TOT KJEL
N
MG/L
0.300
0.300
0.300
0.300
0.400
0.500
0.400
0.400
0.400





0.300
0.300
0.300
0.300
0.300

Tri
00630
N02J.N03
N-TOTAL
MG/L
0.100
0.090
0.090
0.110
0.090
0.060
0.060
0.150
0.130





0.130
0.130
0.130
0.140
0.130


00671
PHOS-OIS
UrtTrlO
MG/L P
0.005
0.010
0.005
0.004
0.013
0.011
0.010
0.010
0.010





0.018
0.020
0.017
0.018
0.011
OATE
FROM
TO
74/03/13




74/05/21



7^/08/14
74/11/04




00665 32217 00031
TIME DEPTH PMOS-TOT CHLRPHYL INCOT LT
OF A REMNING
OAY FEET
11
11
11
11
11
11
11
11
11
11
14
14
14
14
14
00
00
00
00
00
45
45
45
45
10
00
00
00
00
00
0000
0005
0015
0030
0038
0000
0005
0015
0031
0000
0000
0005
0015
0030
0040
MG/L P
0.
0,
0,
0,
0.
0,
0.
0.
0.

0.
0,
0,
0.
0,
.010
.010
.011
.013
.013
.025
.023
.041
.043

.061
.064
,062
.058
,094
UG/L PERCENT
1.5




15.2



3.2
1.7





-------
  APPENDIX E
TRIBUTARY DATA

-------
    wETfflEVAL DftTE  76/03/10
                                                                4*31 Al
                                                               31  01  32.0 097 31 52.0 4
                                                               4820?   7.5 NOLAN*/ ILLc!
                                                               0/STlLLHOUSE RESEKi/GlK
                                                               100  1US dtLOW STlLLiGUSE 0«M
                                                               llEPALt.5             £11120-4
                                                                0000 FEET  OcPThi  CL4SS 00
DATE
F*OM
TO
74/09/Od
74/10/15
74/11/19
74/12/16
75/01/20
75/02/17
75/03/12
75/04/06
75/05/07
75/06/18
75/0 T/09
TIME 1
OF
DAY 1
15 20
12 30
12 30
13 00
12 JO
12 30
12 30
13 00
13 00
13 00
13 00
           FEET
00630
N02^N03
N-TOTAL
MG/L
0.028
0.136
0.232
0.240
0.224
0.248
0.270
0.330
0.315
0.280
0.120
00625
TOT KJEL
N
MG/L
0.600
0.300
0.300
0.700
0.400
0.5CO
0.500
0.300
0.150
0.300
0.700
00610
NI-H-N
TOTAL
MG/L
C.I 45
0.045
0.015
0.032
0.008
0.024
0.020
0.015
0.010
0.015
0.090
00671
PnGi-DIS
ORTHO
MG/L P
C.005
0.005
0.005
O.OOSrv
O.OOBK
0.003
0.010
0.005K
0.005
0.005
0.005K
00665
OHOS-TOT

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

-------
      RETRIEVAL GATE 7>-. '. .  .0
DATE    TIME  DEPTH N02<,\:
PROM     or
 TO     DAY   FEET
74/09/08
74/10/15
74/11/19
7*»/12/l6
75/01/20
75/02/17
75/03/1?
75/04/06
75/04/22
75/05/07
75/05/28
75/06/18
75/07/09
75/08/12
14
11
11
11
10
11
10
11
12
11
12
11
11
12
08
00
00
00
30
00
30
00
00
30
00
00
00
30
                                                                 30  5o  21.0 097 47 42.0 4
                                                                 LAMPAbaS  KlvE*
                                                                 HO       7. r> OlNG Ou'\b
                                                                 T/STi^LnOoSE -JciStKvoIH
                                                                 nrfY <*<»G  riKuG AT VILLAGE OF OING  OONG
                                                                 IIE^ALES              21112'.^
                                                                  0000  FEET  OE^Tn  CLASS 00
Ct:-. 00625
«.v.: TOT KJEL
OT:. N
G/. MG/L
O.e ; 0.600
0.£
0.^.
O.t
0.3
O.i
0.-
0.5
0.3
0.700
: 0.300
0.700
• 0.500
o.soo
: 0.350
0.400
) 0.250
0.3i; 2.500
0.22". 0.350
0.2"-- 0.350
0.31; 0.450
O.Oi^ 0.537
00610
NH3-N
TOTAL
MG/L
0.020
0.030
0.015
0.016
0.024
u.ooe
0.005
0.025
0.010
C.055
0.015
0.015
0.010
0.027
00671
PnOS-bIS
ORTrlO
MG/L P
0.005
0.010
0.005
0.005
0.008
0.016
0.005
0.005
0.010
0.025
0.010
0.005
0.010
0.005
00665
PnOS-TOT

MG/L |J
0.025
0.015
0,010K
0.020
0.02C
0.030
0.020
0.020
O.U15

0.140
0.040
0.040
0.050
K VALUE KNOWN  TO  BE
LESS THAN  INDICATED

-------
STO-^LT KETriiEVAL i/ATd. ?
-------
STORET RETRIEVAL DATE 76/03/10
  DATE   TIME DEPTH N026N03
  FROM    OF
   TO    DAY  FEET
74/09/03
74/10/15
74/11/19
74/12/16
75/01/20
75/02/17
75/03/12
75/04/06
75/04/22
75/05/07
75/05/28
75/06/18
75/07/09
75/08/12

11
11
12
11
11
11
12
13
12
13
12
12
13

45
45
00
30
30
30
00
00
30
00
00
00
30
                                                                  4831B1
                                                                 31 02 13.0 097 39 55.0 4
                                                                 TRIMMER CHEEK
                                                                 48      ?.b O.ILLEN
                                                                 T/STlLLHOUSE HESErtvOIR
                                                                 ZNO^t KO bRDG 5 MI SW NOLANVILLE
                                                                 HEPALtS             2111204
                                                                  0000 FEET  OtPTh  CLAbS 00
^0630
I6N03
OTAL
IG/L
0.168
0.160
0.416
0.384
0.368
0.400
0.410
0.345
0.180
0.150
0.190
0.130
0.170
0.115
00625
TOT KJEL
N
MG/L
1.200
0.300
0.200
0.300
0.400
0.600
0.450
0.300
0.100
0.100
0.200
0.200
0.200
0.800
00610
NH3-N
TOTAL
MG/L
0.020
0.017
0.01S
0.024
0.024
0.008
0.005
0.017
0.025
0.020
0.010
0.010
0.015
0.115
00671
PHOS-OIS
ORTHO
MG/L P
O.OOSK
O.OOSK
o.oos
O.OOSK
0.006K
O.OOSK
O.OOSK
O.OOSK
O.OOSK
O.OOSK
O.OOSK
O.OOSK
O.OOSK
O.OOSK
00665
PhOS-TOT

MG/L P
0.010N
O.OOSis
0.010K
0.010K
0.010K
0.010K
0.010K
0.010K
0.010K
0.020
0.080
0.030
0.010K
0.010
 K VALUE KNOWN TO BE
 LESS THAN  INDICATED

-------
STORE.! RETRIEVAL OATt 76/03/10
  DATE   TIME DEPTH N02&N03
  FROM    OF
   TO    DAY  FEET
74/09/08
74/10/15
74/11/19
74/12/16
75/01/20
75/02/17
75/03/12
75/04/06
75/04/22
75/05/07
75/05/28
75/06/18
75/07/09
75/08/12
12
09
10
09
09
10
09
10
11
10
11
09
09
10
50
30
00
30
30
00
30
00
00
00
00
30
30
30
                                                                  4831C1
                                                                 31 U7 00.0 098 04 40.0 4
                                                                 LUCY C«EEK
                                                                 48      LAMPASAS Cu MAP
                                                                 T/STILLHOUSE RESERVOIK
                                                                 2NO*Y RD 580 B*Dl> 6 MI ENE OF  LAMPASAS
                                                                 11EPALES             2111304
                                                                  0000 FEET  DtPTM  CLASS  00
0630
I&N03
OTAL
IG/L
0.024
0.040
0.272
0.168
0.088
0.352
0.200
0.120
0.085
0.160
0.095
0.105
0.135
0.160
00625
TOT KJEL
N
MG/L
0.600
0.300
0.300
0.600
0.500
0.600
0.600
0.200
0.200
0.750
0.200
0.250
0.200
0.300
00610
NH3-N
TOTAL
MG/L
0.085
0.010
0.020
0.016
0.016
0.016
O.OOSK
0.015
0.020
0.060
0.010
0.010
0.010
0.030
00671
PHOS-OIS
ORTHO
MG/L P
O.OOSK
O.OOSK
0.005K
0.005K
O.OOSK
0.008K
O.OOSK
O.OOSK
O.OOSK
0.010
O.OOSK
O.OOSK
O.OOSK
O.OOSK
00665
PrlOS-TOT

MG/L P
0.015
O.OOSK
0.010K
0.040
0.010K
0.010K
0.010K
0.010K
0.010K
0.090
0.050
0.020
0.010K
0.030
  K  VALUE  KNOWN  TO  8E
  LESS  THAN  INDICATED

-------