U.S. ENVIRONMENTAL PROTECTION AGENCY
           NATIONAL EUTROPHICATION SURVEY
                    WORKING PAPER SERIES
                                         REPORT
                                          ON
                                   MINERSVILLE RESERWIR
                                      BEAVER COUNTY
                                          UTAH
                                     EPA REGION VI11
                                   WORKING PAPER No, 846
 CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                             and
ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA

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                             REPORT
                               ON
                     MINERSVItlE RESERVOIR
                         BEAVER COUNTY
                              UTAH
                        EPA REGION VIII
                     WORKING PAPER No, 846
 WITH THE COOPERATION OF THE
UTAH STATE DIVISION OF HEALTH
          AND THE
    UTAH NATIONAL GUARD
       NOVEMBER, 1977

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                               CONTENTS
                                                           Page
  Foreward                                                   ii
  List of Utah  Study Lakes  and  Reservoirs                     iv
  Lake and Drainage Area Map                                  v

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

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                                 ii
                          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 modal 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)J,
and water quality monitoring [§106 and §305(b)] activities mandated
by the Federal  Water Pollution Control  Act Amendments of 1972.

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                                iii
     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 exports 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 and Development, U.S. Environmental Protection Agency)
expresses sincere appreciation to the Utah Department of Social
Services and the Utah Department of Natural  Resources for pro-
fessional involvement9 to the Utah National  Guard for conducting
the tributary sampling phase of the Survey,  and to  those Utah
wastewater treatment plant operators who voluntarily provided
effluent samples and flow data.

     The staffs of the Bureau of Water Quality of the Division
of Health and the Division of Wildlife Resources provided inval-
uable lake documentation and counsel during  the Survey, reviewed
the preliminary reports, and provided critiques most useful  in
the preparation of this Working Paper series.

     Major General Maurice L. Watts, the Adjutant General  of Utah,
and Project Officer Lt. Colonel T. Ray Kingston, who directed the
volunteer efforts of the Utah National  Guardsmen, are also grate-
fully acknowledged for their assistance to the Survey.

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                                  IV

                  NATIONAL EUTROPHICATION SURVEY

                    STUDY LAKES AND RESERVOIRS
                          STATE OF UTAH
NAME

Bear
Deer Creek
Echo
Fish
Flaming Gorge

Huntington
Joes Valley
Lower Bowns
Lynn
Minersville
Moon
Navajo
Newcastle
Otter Creek
Panguich
Pelican
Pineview
Piute
Porcupine
Powel1

Pruess
Sevier Bridge
Starvation
Steinaker
Tropic
Utah
Mil lard Bay
COUNTY
         UT;
Rich, UT
Wasatch
Summi t
Sevier
Daggett,
 Sweetwater, WY
Emery
Emery
Garfield
Box Elder
Beaver
Duchesne
Kane
Iron
Piute
Garfield
Uintah
Weber
Ptute
Cache
Garfield,
 Juan, UT
Mi Hard
Juab, Sanpete
Duchesne
Uintah
Garfield
Utah
Box Elder
          Bear Lake, ID
          Kane, San
           Coconino,
AZ

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MINERSVILIE RESERVOIR
  ® Tributary Sailing Site
  X Lake Sampling Site
  0 Sewage Treajteant Facility
 •x.""''Drainage flrca  Boundary
                          I/A r

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                          MINERSVILLE RESERVOIR
                             STORE! NO. 4909
I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Minersville Reservoir is eutro-
        phic.  It ranked twenty-second in overall trophic quality
        among the 27 Utah lakes and reservoirs sampled in 1975 when
        compared using a combination of six water quality parameters*.
        All of the other water bodies had less median total phos-
        phorus and dissolved orthophosphorus, 14 had less and one had
        the same median inorganic nitrogen, 23 had less mean chloro-
        phyll a_, and 19 had greater mean Secchi disc transparency.
        No significant depression of dissolved oxygen occurred at
        any of the three sampling times; however, the reservoir is
        relatively shallow and was not thermally stratified at any
        of the sampling times.
            Survey limnologists observed algal blooms in progress
        in August and September.
    B.  Rate-Limiting Nutrient:
            The algal assay results indicate nitrogen was limiting
        at the time the sample was collected (05/08/75).  The reser-
        voir data indicate nitrogen limitation at the other sampling
        times as well.
* See Appendix A.

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                                 2
C.   Nutrient Controllability:
        1.   Point sources—During the sampling  year,  known  point
    sources accounted for an estimated 59.4% of the total phos-
    phorus  input to Minersville Reservoir.   The Beaver municipal
    wastewater treatment plant contributed  17.5% during seven
    months  of discharge, and the Valley Packing Company added
    3.8%.   The Beaver Fish Hatchery apparently  added 24.4%  of  the
    total  load; however, the phosphorus load in the hatchery water
    supply  was not determined,  so the contribution  attributable to
    the operation of the hatchery probably  was  less than indicated.
        In  addition, it is conservatively estimated that the Hi-
    land Dairy contributed 13.7% of the total phosphorus load
    during  seven months of intermittent discharge in the Survey
    sampling year (see page 10).
        The phosphorus loading of 1.45 g/m2 measured during the
    sampling year is nearly three times that proposed by Vollen-
    weider  (Vollenweider and Dillon,  1974)  as a eutrophic load-
    ing (see page 15).  It is  calculated that the conversion
    of the  Beaver municipal  and the Hi land  Dairy systems to land
    disposal  in June,  1975 has  reduced the  loading  by 0.45  g/m2/yr
    (or more if the prior dairy load was greater than that  esti-
    mated).   To reduce the remaining loading to the eutrophic
    level would require a 46%  reduction of  the  current inputs,
    but this  would necessitate at least some control  of non-
    point contributions since  even  complete phosphorus removal
    at the  remaining point sources  would only reduce the load-
    ing by  41%.

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                             3
    2.  Non-point sources--Non-point sources,  including preci-
pitation, contributed 40.6« of the total  phosphorus load
during the sampling year.   The Beaver River contributed 33.4%
of the total,  and the ungaged minor tributaries and immediate
drainage contributed an estimated 6.0%.
    Land use in the reservoir drainage basin is predominantly
agricultural.   The U.S. Geological Survey reports that several
ditches above Adamsville divert practically the entire
Beaver River flow to supply the Adamsville and Beaver dis-
tricts during the irrigation season (Anonymous, 1975).  Fur-
ther investigation is needed to determine the contribution
and control lability of nutrients resulting from irrigation
practices.

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II.   RESERVOIR AND DRAINAGE  BASIN CHARACTERISTICS1"

     A.   Morphometry  :

         1.   Surface area:   4.01  kilometers2.

         2.   Mean  depth:   5.6 meters.

         3.   Maximum depth:   15.5 meters.

         4.   Volume:   22.487 x 106  m3.

         5.   Mean  hydraulic  retention  time:   266  days  (based on outflow).

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

         1.   Tributaries  -

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

             Beaver River                        704.5          0.910
             Minor tributaries  &
              immediate drainage  -                612.4          0.127

                         Totals                1,316.9          1.037

         2.   Outlet -

             Beaver River                      1,320.9**        0.980

     C.   Precipitation***:

         1.   Year  of sampling:  29.4 centimeters.

         2.   Mean  annual:  28.8 centimeters.
 t Table of metric conversions—Appendix B.
 tt  Sudweeks,  1975; maximum depth from  Ikner  (1975).
 * For  limits  of accuracy, see Working  Paper  No. 175,  "... Survey Methods,
  1973-1976".
 **  Includes area of reservoir.
 *** See Working Paper No. 175.

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                                       5
III.   WATER QUALITY SUMMARY
      Minersville Reservoir was sampled three times during the open-water
  season of 1975 by means of a pontoon-equipped Huey helicopter.   Each
  time, samples for physical and chemical  parameters were collected from
  two or more depths at two stations on the reservoir (see map, page v).
  During each visit, a single depth-integrated (4.6 m or near bottom to
  surface) sample was composited from the stations for phytoplankton
  identification and enumeration; and during the first visit, a single
  18.9-liter depth-integrated sample was composited for algal assays.
  Also each time, a depth-integrated sample was collected from each of
  the stations for chlorophyll a^ analysis.   The maximum depths sampled
  were 7.6 meters at station 1 and 3.7 meters at station 2.
      The sampling results are presented in full in Appendix D and are
  summarized in the following table.

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PARAMETER

TEMP (C)

DISS OXY (MG/L)

CNDCTVY (MCROMO)

PH (STAND UNITS)

TOT ALK (MG/L)

TOT P (MG/L)

ORTHO P (MG/L)

N02»N03 (MG/L)

AMMONIA (MG/L)

KJEL N  (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A (UR/L)

        (METERS)
                             A. SUMMARY OF PHYSICAL AND


                             1ST SAMPLING ( 5/ 8/75)

                                   2 SITES
                                  CHEMICAL CHARACTERISTICS FOR MINERSVILLE RESERVOIR
                                   STORET CODE 4909
     RANGE

  9.7  -  10.8

  8.2  -   8.6

 543.  -  560.

  8.2  -   8.5

 252.  -  325.

0.137  - 0.233

0.092  - 0.125

0.020  - 0.050

0.020  - 0.040

0.500  - 0.900

0.040  - 0.070

0.550  - 0.920

  4.1  -   5.3

  1.5  -   2.5
                                             2ND SAMPLING  ( 8/12/75)

                                                   2 SITES
3RD SAMPLING  ( 9/25/75)

      2 SITES
MEAN
10.)
8.3
549.
8.4
276.
0.170
0.107
0.024
0.029
0.643
0.053
0.667
4.7
2.0
MEDIAN
9.9
8.2
547.
8.4
260.
0.145
0.097
0.020
0.030
0.600
0.050
0.620
4.7
2.0
RANGE
20.4
6.4
678.
8.8
258.
0.374
0.307
0.020
0.090
0.900
0.110
0.920
13.8
1.4
- 22.6
7.6
- 688.
8.9
- 364.
- 0.393
- 0.317
- 0.030
- 0.160
- 1.100
- 0.180
- 1.130
- 25.8
2.0
MEAN
21.2
7.1
681.
8.8
298.
0.383
0.312
0.022
0.122
1.050
0.143
1.072
19.8
1.7
MEDIAN
21.0
7.3
680.
8.8
300.
0.381
0.312
0.020
0.120
1.100
0.145
1.120
19.8
1.7
RANGE
17.0
10.2
496.
8.9
193.
0.140
0.022
0.020
0.030
1.200
0.050
1.220
67.3
0.5
- 17.5
- 13.6
- 538.
9.1
- 330.
- 0.191
- 0.032
- 0.020
- 0.040
- 1.700
- 0.060
- 1.720
- 85.2
0.6
MEAN
17.1
11.2
506.
9.0
264.
0.170
0.026
0.020
0.034
1.440
0.054
1.460
76.2
0.5
MEDIAN
17.0
10.6
499.
9.0
296.
0.171
0.022
0.020
0.030
1.400
0.050
1.420
76.2
0.5

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B.   Biological  characteristics:

    1.   Phytoplankton -
        Sampli ng
        Date

        05/08/75
        08/12/75
        09/25/75
    2.   Chlorophyll

        Sampli ng
        Date

        05/08/75


        08/12/75


        09/25/75
Dominant
Genera
1.
2.
3.
4.
5.


1.
2.
3.
4.
5.


1.
2.
3.
Synura (?) sp_.
Stephanodiscus sp.
Asterionella sp.
Eunotia sp.
Cryptomonas sp.
Other genera
Total
Phormidium sp.
Aphanizomenon sp.
Gloeotrichia sp.
Chroomonas (?) sp.
Cryptomonas sp.
Other genera
Total
Aphanizomenon sp.
Stephanodiscus sp.
Trachelomonas sp.
Algal Units
per ml
3,728
270
90
45
45
_!!
4,223
3,118
432
432
192
192
238
4,604
11,379
646
50
                                         Total
Station
Number

   1
   2

   1
   2

   1
   2
                             12,075
Chlorophyll  a
(yg/D

    5.3
    4.1

   25.8
   13.8

   85.2
   67.3

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0.140
0.190
0.190
0.140
0.070
0.070
1.070
1.070
2.9
2.8
31.8
31.5
                                 8
C.   Limiting Nutrient Study:
    1.   Autoclaved,  filtered,  and nutrient spiked -
                         Ortho P          Inorganic N    Maximum yield
        Spike (mg/1)     Cone, (mg/1)      Cone,  (mg/1)    (mg/l-dry wt.)
        Control
        0.050 P
        0.050 P + 1.0 N
        1.0 N
    2.   Discussion -
            The control yield  of the assay alga,  Selenastrum capri-
        cornutum, indicates that the potential  primary  productivity
        of Minersville Reservoir was moderately high at the time
        the sample was collected (05/08/75).   Also, the lack of
        increase in yield with the addition of phosphorus,  until
        nitrogen was also added, indicates the reservoir was nitro-
        gen limited at that time.  Note that the addition of nitro-
        gen alone resulted in  a yield far greater than  that of the
        control.
            The reservoir data also indicate nitrogen limitation.
        The mean inorganic nitrogen/orthophosphorus ratios  were
        2/1  or less  at all  sampling times, and  nitrogen limitation
        would be expected.
            Nitrogen limitation, as indicated by the algal  assay
        or by in-reservoir nitrogen to phosphorus ratios, does not
        necessarily  mean that  the trophic condition of  the  reservoir
        can be improved by controlling nitrogen  inputs.   In many

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                         9
cases, the apparent condition of nitrogen limitation re-
sults from excessive phosphorus input from point sources
and is often accompanied by a corresponding increase in
primary production.  In such cases, the reversal of the
enriched condition depends upon phosphorus control, not
nitrogen control.

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                                      10
IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the Utah  National
 Guard collected monthly near-surface grab samples  from each  of the
 tributary sites indicated on the map (page v),  except for the high
 runoff months of May and June  when two samples  were collected.   Sam-
 pling was begun in November, 1974, and was completed in October,  1975.
     Through an interagency agreement,  stream flow  estimates  for the
 year of sampling and a "normalized" or average  year were  provided  by
 the Utah District Office of the U.S. Geological  Survey for the tribu-
 tary sites nearest the reservoir.
     In this report, nutrient loads for sampled  tributaries were cal-
 culated using mean annual  concentrations  and mean  annual  flows.   Nu-
 trient loads shown are those measured minus point-source  loads,  if any.
     Nutrient loads for unsampled "minor tributaries and immediate  drain-
 age" ("ZZ" of U.S.G.S.) were estimated using the adjusted mean con-
 centrations in the Beaver River at station A-2  (point source loads
 subtracted) and the mean annual  ZZ flow.
     The operators of the Valley Packing Company and the Beaver Fish
 Hatchery and the operator of the Beaver wastewater treatment plant
 provided monthly effluent samples  and corresponding flow  data (the
 Beaver municipal  loads shown are for the  seven  months of  discharge
 to  the Beaver River during the sampling year).
     The operator of the Hiland Dairy provided only four effluent
 samples during seven months  of intermittent discharge in  the sam-
 pling year.   The nutrient loads  attributed to this source are based
 on  the mean concentrations and mean flow  with the  assumption that

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                                     11
discharges were continuous at the flow rates given on the days the
samples were collected.  However, only once-a-month samples were
requested of the operator, and it seems likely that discharges occurred
more than four times in the seven months.  If so, the indicated nu-
trient loads are too low.

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                                     12
    A.  Waste Sources*:

        1.  Known municipal -
        Name
Pop.
Served
Treatment
Mean Flow
(m3/d)
        Beaver           290

        2.  Known industrial -
          septic tank   454.2
        Name
                       Mean Flow
Type Waste  Treatment  (m3/d)
        Beaver Fish     fish propa-   none
         Hatchery        gation
        Hi land Dairy    milk pro-     none
         Co.             cessing
        Valley Packing  meat pro-     none
         Co.             cessing
                      13,176.7
Receiving
Water

Beaver River**
                           Receiving
                           Water

                           Big Slough/
                            Beaver R.
                           Beaver River**
                         212.0
                      (intermittent)
                       2,384.9       Beaver River
* Hinshaw, 1975.
** Land disposal after June, 1975.

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                                     13
    B.  Annual  Total  Phosphorus Loading - Average Year:
        1.  Inputs -
                                              kg P/          % of
            Source                            yr             total
            a.  Tributaries (non-point load) -
                Beaver River                  1,940           33.4
            b.  Minor tributaries & immediate
                 drainage (non-point load)  -    350            6.0
            c.  Known municipal  STP's -
                Beaver                        1,020           17.5
            d.  Septic tanks* -                  < 5          < 0.1
            e.  Known industrial -
                Beaver Fish Hatchery          1,420           24.4
                Hi land Dairy Co.                795**         13.7
                Valley Packing Co.              220            3.8
            f.  Direct precipitation*** -     	7£            1.2
                           Total              5,815          100.0
        2.  Outputs -
            Reservoir outlet - Beaver River   4,450
        3.  Net annual P accumulation - 1,365 kg.
* Estimate based on one lakeshore park;  see Working Paper No.  175.
** Estimated 4-day discharge load.
*** See Working Paper No.  175.

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                                     14
    C.  Annual Total Nitrogen Loading - Average Year:
        1.  Inputs -
                                              kg N/          % of
            Source                            yr             total
            a.  Tributaries (non-point load) -
                Beaver River                  9,940           23.7
            b.  Minor tributaries & immediate
                 drainage (non-point load) -  1,700            4.0
            c.  Known municipal STP's -
                Beaver                        2,400            5.7
            d.  Septic tanks* -                  35            0.1
            e.  Known industrial -
                Beaver Fish Hatchery         17,860           42.5
                Hiland Dairy Co.              3,135**          7.5
                Valley Packing Co.            2,590            6.2
            f.  Direct precipitation*** -     4.330           10.3
                        Total                 41,990          100.0
        2.  Outputs -
            Reservoir outlet - Beaver River  36,375
        3.  Net annual N accumulation - 5,615 kg.
    D.  Non-point Nutrient Export by Subdrainage Area:
        Tributary                             kg P/km2/yr    kg N/kma/yr
        Beaver River                                3           14
* Estimate based on one lakeshore park; see Working Paper No. 175.
** Estimated 4-day discharge load.
*** See Working Paper No.  175.

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                                 15
E.   Yearly Loads:
        In the following table,  the existing phosphorus  loadings
    are compared to those proposed by Vollenweider (Vollenweider
    and Dillon, 1974).   Essentially, his "dangerous"  loading  is
    one at which the receiving water would become eutrophic or
    remain eutrophic;  his "permissible"  loading is that  which
    would result in the receiving water  remaining oligotrophic
    or becoming oligotrophic if morphometry permitted.   A meso-
    trophic loading would be considered  one between "dangerous"
    and "permissible".
        Note that Vollenweider's model may not be applicable  to
    water bodies with short hydraulic retention times.
                              Total Phosphorus       Total  Nitrogen
    	Total   Accumulated    Total    Accumulated
    grams/m2/yr              1.45     0.34          10.5      1.4
    Vollenweider phosphorus loadings
     (g/m2/yr) based on mean depth and mean
     hydraulic retention time of Minersville Reservoir:
        "Dangerous"  (eutrophic loading)           0.54
        "Permissible"  (oligotrophic loading)      0.27

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                                     16

V.  LITERATURE REVIEWED

    Anonymous, 1975.  Water resources data for Utah.  Part 1:  Sur-
        face water records.  U.S. Geol. Surv., Salt Lake City.

    Hinshaw, Russ, 1975.  Treatment plant questionnaires.  UT Bur.
        of Env. Health, Salt Lake City.

    Ikner, James, 1975.  Personal communication (maximum depth of
        reservoir).   U.S. Geol. Surv., Salt Lake City.

    Sudweeks, Calvin K., 1975.  Personal communication (reservoir mor-
        phometry).  UT Bur. of Env. Health, Salt Lake City.

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

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VI.  APPENDICES
                                   APPENDIX A
                                  LAKE RANKINGS

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  Ob   LA.-.'    Ov'ILL



<-•;>: i   3£Af<  LAKE




*•'•-• 3   LOv/^K 3C.^»S  RESERVOIR
4920
••9ia   K"IS'-i  LAKE




,-,07   HUMTl^TCN




v9Co   JOE'S VA'_Lt








•» 9 i J   .'• i -• 0 .k;  L A t\ E




»'jli   '•iAVAvjO LAKE
       P-A,V.':'J!rC'-r LAKE
    5   feI_!.A^J -JAY R




    5   -LAMING' GOSGE
-'EOIAN
TOTAL f>
0.010
0.011
0.031
0.038
o.o-w
0.121
0.023
0*013
0.012
0.192
0.003
0.016
C.051
0.067
5.071
O.O^i
0.023
0.047
0.025
C..057
0.026
0.016
O.Oil
C.Ccl
C.132
O.C44
0.011
MEDIAN
INORG N
0.410
0.04C
0.040
0.215
0.170
0.200
0.040
O.C40
O.C4S-
0.060 ;
C.C40
0.040
0.040
0.040
0^040
O.C50
0.300
0.150
e.no
0.140
0.355
O.i,40
O.C40
0.050
0.320
c.cso
0.690
50C-
MEANi SEC
339.630
253.167
336.000
430.333
450.333
417.667
152.000
392. COO
40G.300
445.000
361.000
3&8.GOO
423.667
453.667
426.500
433*503
435.083
482.625
440.000
491.000
449.778
394.533
316*750
425.000
490.583
457.182
285.636
MEAN
CHLORA
3.C81
0.945
5.S67
9.073
6.967
39.600
12.483
1.900
2.482
32.583
2.700
2.000
12.467
11.767
45.950
6.350
5.692
25.329
7.860
4.533
18.222
5.675
1.S44
7.200
72.012
7.567
2.500
15-
MIN oo
13. SCO
9.200
9.400
14.8.00
14.000
10.400
10.400
7.dCO
11.200
8.600
9.600
6.000
13.000
10.600
14.200
e.400
14.600
11.600
' 12.400
a.aoo
12.400
13.200
12.600
8.400
11.400
11.000
' 10.400'
MEDIAN
OISS 03THO P
0.007
0.003
0.006
0.006
0.012
0.052
0.004
C.005
0.003
0.107
0.002
0.003
0.009
0.033
0.010
0.004
0.006 •
0.007
0.011
0.008
• 0.008
0.004
0.005
0.006
0.012
0.009
0.003

-------
-E;C£.\T  ^r L.-.-;:- -JIT.-, H-O.-.Z* VALUES
HIGHEK  VALO-ESJ
A<£ f- ED I AN
-0£ LAKE ::.;wZ TOTAL P
4C3 LAKE '0>£-_L 96
•iii liEAR w.,xc 90
902 LC*£R r,G«:.',v KI'.ZSivi^uE RESERVOIR 0
910 KCOM LAKE 100
vil NAVAJO LAKE 69
5ii NEWCASTLE AESE^OIS 23
CI3 G.'TER CREE.". RESERVOIR 15
•31** PA^'UITCri LAKE 12
915 r£LIC-\ LAKE 37
51 i P;.\EV:£w x££E.-:.'GIk 5C
j\'l '-'I'L-TE "'E^-'RVC :.:; 27
r,18 PC.^CUPlr.'E RESSX-VCIR 56
9i* P-vJESS SESE^VOIX (GARRIS 19
920 SCRIES sr-ICGE sESESVOIR 54
v2; CfA-.VATICN RESERVOIR 73
922 5:'EIN~KES RESERVOIR 85
v£3 Tr:0?IC RESZRVuIR 65
<52^ UVA.i LAKE 4
v25 Ki_-.-',r;3 BAY RESERVOIR 37
i605 FLAHIN3 GORGE RESERVGIR 90
( 25)
< 23)
( 12)
« 11)
< e>
( 2)
( 16)
( 20)
( 21)
; o)
( 26)
< 16)
( 6)
( 4)
! 3)
< 9)
( i3>
( 7)
{ 15)
( S>
( -4)
< 19)
( 22)
< 17)
( 1)
( 9)
< 23)
MEDIAN
INORG N
4
87
67
19
27
23
65
65
58
<+4
87
87
87
87
65
54
15
31
38
35
8
37
87
50
12
44
0
< 1)
( 19)
( 19)
( 5)
( 7)
( 6)
( 16*
< 16)
< 15)
< 11)
( 19)
{ 19)
{ 19)
< 19)
( 16)
( 14)
( 4>
( 6)
( 10)
< 9)
( 2>
( 19)
( 19)
< 13)
( 3)
( 11)
( 0)
500-
MEAN
81
96
85
42
19
53
100
69
62
27
73
77
46
15
50
35
38
&
21
0
23
65
88
54
4
12
92
SEC
( 21)
( 25)
( 22)
( 11)
( 5)
i 15)
( 26)
( 18)
( 16)
( 7)
( 19)
< 20)
( 12)
( 4)
( 13)
{ 9)
< 10)
( 2)
( 8)
I 0).
( 6)
( 17)
< 23)
( 14)
( 1)
< 3)
( 24)
MEAN
CHLORA
73 (
IOC (
65 I
35 (
50 (
a i
23 1
92 1
85 1
12 I
77 I
88 i
27 1
31 (
4 1
54 l
58 i
15 i
38 l
69 I
19 i
62 I
96 i
46 i
0 '
42 i
81
19)
; 26)
; i?)
; 9)
; 13)
I 2)
: 6)
t 24)
t 22)
I 3)
( 20)
t 23)
! 7)
I 8)
I 1)
[ 14)
I 15)
I 4)
[ 10)
I 18)
( 5)
t 16)
t 25)
1 12)
t 0)
( ID
( 21)
15-
MIN 00
IS
77
73
0
12
62
62
96
46
85
69
100
19
54
8
90
4
38
33
31
33
23
27
90
42
50
62
( 4)
< 20)
( 19)
( 0)
< 3)
< 15)
( 15)
( 25)
< 12)
< 22)
( 18)
( 26)
( 5)
< 14)
( 2)
< 23)
( 1)
( 10)
( 8)
( 21)
( a>
( 6)
( 7)
< 23)
( 11)
I 13>
< 15)
MEDIAN
DISS ORThO P
42 (
90 <
50 (
58 (
13 1
4 1
79 (
69 1
96 1
0 1
100 <
85 i
27 l
8 i
23 i
73 i
58 <
46 l
19 i
37 i
37 i
79 i
65 '
58 i
13 <
31
90
: ID
; 23)
: 13)
1 14)
: 3)
i i)
1 20)
I 18)
I 25)
1 0)
1 26)
[ 22)
1 7)
I 2)
1 6)
I 19)
( 14)
I 12)
( 5)
I 9)
( 9)
1 20)
I 17)
( !<*>
t 3)
( 8)
( 23)
INDEX
NO
311
540
406
196
152
163
391
468
428
168
506
506
229
210
162
343
223
165
217
241
174
389
443
363
75
216
415

-------
    LA.?:0       MCONi  :.AKE                  506




 -  4^.j7       MUMT!\r/TCM NORTH RE5ERVO   468




 5  4v22       STET.AKER RESERVOIR        448



 6  4;;5       JOE'S VAui-EY RZ3£:Ex ^C^r-i'S KEiERVOIR     4C6



 9  4c>io       7ISri  LAKE                  391



13  4S1':       STARVATION RESERVOIR       339




11  i.s£3       TROPIC  RESERVOIR           363



12  ^-5,5       PELICAN LAKE               343



13  04»03       LA.<£  PO^E-L                311



14  ^919       P,-
-------
     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 FLO* INFORMATION FOR UTAH
                                                                              10/18/76
LAKE CODE 4909
       MINERSVILLE RES.
     TOTAL DRAINAGE AREA OF LAKECSQ KM)
          SUB-DRAINAGE
TRIBUTARY  AREAiSO KM)
              JAN
          FEB
4909A1
4909A2
4909ZZ
1320.9
 704.5
 616.4
 0.23    0.25
 1.08    1.22
0.028   0.028
                        TOTAL DRAINAGE AREA OF LAKE *
                        SUM OF SUB-DRAINAGE AREAS   *
1320.9
MAR
0.31
1.19
0.057
APR
0.54
0.65
0.198
MAY
2.32
1.47
0.595
NORMALIZED FLOWS 

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

4909A1
4909A2
4909ZZ
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
9
10
74
74
75
75
75
75
75
75
75
75
75
75
74
74
75
75
75
75
75
75
75
75
75
75
74
74
75
75
75
75
75
75
75
75
75
75
0.144
0.190
0.156
0.170
0.204
0.221
1.444
1.642
1.926
1.048
0.453
0.227
0.983
0.847
0.750
0.827
1.110
0.578
0.051
0.620
0.549
0.453
0.139
0.275
0.071
0.028
0.028
0.028
0.042
0.071
0.368
0.425
0.198
0.113
0.042
0.071
10
14
11
8
16
5
3
1
13
25
24
22
10
14
11
8
16
5
3
1
13
25
24
22












                                       FLOW   DAY
                                             FLOW  DAY
FLOW
0.136
0.187
0.156
0.156
0.187
0.198
0.793
0.538
1.303
0.708
0.153
0.170
1.104
0.850
0.680
0.793
1.104
0.878
0.037
0.368
1.189
0.425
0.071
0.481






25
25









24
25
25




                                                                    0.110
                                                                    0.680
                                                                    1.501
                                                                    0.020
                                                                    0.396

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
STOtfET RETRIEVAL DATE 76/08/12

DATE
FROM
TO
75/05/08



75/08/12


75/09/25



TIME DEPTH
OF
DAY FEET
11 15 0000
11 15 0005
11 15 0015
11 15 0025
19 00 0000
19 00 0005
19 00 0014
07 30 0000
07 30 0005
07 30 0013
00010
WATER
TEMP
CENT
10.1
9.9
9.7
9.7
20.4
20.5
20.4
17.0
17.0
17.0
                                                                  490901
                                                                 38 13 03.0  112  49  58.0  3
                                                                 MifcERSVILLE RESERVOIR
                                                                 49001   UTAH
                                                                                          150891
HEP ALES
211
0039 FEET DEPTH CLASS
00300
00

MG/L
8.4
8.2
8.2
8.2
7.6
7.6
7.6
10.6
10.2
11.0
00077
TRANSP
SECCHI
INCHES
58



54


18


00094
CNDUCTVY
FIELD
MICROMHO
54<»
543
54<»
547
682
678
678
499
496
497
00400
PH

SU
8.20
6.30
8.40
8.45
8.90
8.90
8.90
8.90
9.00
9.05
00410
T ALK
CAC03
MG/L
325
310
260
252
306
310
364
296
308
330
00610
NH3-N
TOTAL
MG/L
0.030
0.020
0.020
0.030
0.090
0.100
0.120
0.030
0.040
0.040
1202
00
00625
TOT KJEL
N
MG/L
0.700
0.600
0.500
0.600
1.100
0.900
1.000
1.200
1.300
1.700
                                                                                                      00630      00671
                                                                                                    N02&N03    PHOS-UIS
                                                                                                    M-TOTAL    ORTHO
                                                                                                      MG/L     MG/L P
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.050
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                   0.092
                                                                                   0.096
                                                                                   0.097
                                                                                   0.097
                                                                                   0.307
                                                                                   0.312
                                                                                   0.309
                                                                                   0.022
                                                                                   0.032
                                                                                   0.031
                      00665
  DATE   TIME DEPTH PHOS-TOT
  FROM    OF
   TO    DAY  FEET   MG/L P

75/05/08 11 15 0000    0.137
         11 15 0005    0.144
         11 15 0015    0.145
         11 15 0025    0.141
75/08/12 19 00 0000    0.393
         19 00 0005    0.383
         19 00 0014    0.374
75/09/25 07 30 0000    0.140
         07 30 0005    0.191
         07 30 0013    0.171
  32217     00031
CHLRPHYL  INCDT LT
   A      HEMMING
  UG/L    PERCENT

     5.3
    25.8
    85.2
          K VALUE KNOWN  TO 8£
          LESS THAN  INDICATED

-------
STORE! RETRIEVAL DATE 76/08/12
                                                                  490902
                                                                 38 14 03.0 112 48 55.0 3
                                                                 MINERSVILLE RESERVOIR
                                                                 49001   UTAH
                                                                                          150891
DATE
FROM
TO
75/05/08


75/08/12


75/09/25


DATE
FROM
TO
75/05/08


75/08/12


75/09/25

TIME DEPTH
OF
DAY FEET
11 35
11 35
11 35
19 20
19 20
19 20
07 50
07 50

0000
0005
0012
0000
0005
0012
0000
0005

TIME DEPTH
OF

DAY FEET
11 35
11 35
11 35
19 20
19 20
19 20
07 50
07 50
0000
0005
0012
0000
0005
0012
0000
0005
00010
WATER
TEMP
CENT
10.8
10.4
9.9
21.5
22.6
21.3
17.5
17.2
00665
PHOS-TOT

MG/L P
0.194
0.233
0.193
C.392
0.380
0.378
0.184
0.166
00300 00077 00094
DO TRANSP CNDUCTVY
SECCHI FIELD
MG/L INCHES MICROMHO
8.6 97
8.4
8.2
6.6 78
6.4
7.0
13.6 25
10.4
32217 00031
CHLRPHYL INCOT LT
A REMNING
UG/L PERCENT
4.1


13.8


67.3

554
560
553
681
679
688
499
538












11EPALES 2111202
0016 FEET DEPTH CLASS 00
00400 00410 00610 00625
PH T ALK NH3-N TOT KJEL
CAC03 TOTAL N
SU
8.
8.
8.
8.
8.
8.
9.
9.













50
50
50
80
80
80
10
15












MG/L
258
274
256
294
258
258
193
193












MG/L
0
0
0
0
0
0
0
0












.040
.030
.030
.120
.140
.160
.030
.030












MG/L
0.600
0.900
0.600
1.100
1.100
1.100
1.400
1.600












                                                                                                      00630     00671
                                                                                                    N02&N03   PHOS-DIS
                                                                                                    N-TOTAL    OUTHO
                                                                                                      MG/L     MG/L P
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.030
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
                                                                                                       0.020K
0.125
0.125
0.118
0.312
0.315
0.317
0.022
0.022
          K VALUE KIMOWN TO BE
          LESS THAN INOICATEO

-------
       APPENDIX E

TRIBUTARY AND WASTEWATER
  TREATMENT PLANT DATA

-------
STORET RETRIEVAL DATE 76/08/12
  DATE   TIME DEPTH N02&N03
  FROM    Of
   TO    DAY  FEET
74/11/10
74/12/14
75/01/11
75/02/08
75/03/16
75/04/05
75/05/03
75/05/25
75/06/01
75/06/25
75/07/13
75/08/25
75/09/24
75/10/22
09 10
09 45
11 25
11 10
16 30
10 15
15 05
12 00
14 00
14 00
11 00
15 00
11 00
14 00
                                                                  4909A1
                                                                 38 13 05.0 112 50 05.0 4
                                                                 BEAVER RIVER
                                                                 49      15 MINERSVILLE
                                                                 0/MINERSVILLE RESERVOIR  150891
                                                                 BNK .3 MI M OF ROCKY FORD DAM
                                                                 11EPALES             2111204
                                                                  0000 FEET  DEPTH  CLASS 00
0630
&N03
OTAL
IG/L
0.464
0.490
0.52B
0.517
0.379
0.350
0.050
0.125
0.060
0.110
0.145
0.070
0.375
0.410
00625
TOT KJEL
N
HG/L
0.400
1.500
0.700
0.500
0.850
1.600
0.700
0.400
1.200
0.700
1.1SO
1.400
0.500
0.800
00610
NH3-N
TOTAL
MG/L
0.035
0.030
0.085
0.024
0.018
0.040
0.055
0.030
0.035
0.030
0.135
0.045
0.045
0.075
00671
PHOS-DIS
ORTHO
MG/L P
0.055
0.040
0.070
0.072
0.058
0.050
0.100
0.055
0.115
0.150
0.370
0.260
0.067
0.065
00665
PHOS-TOT

MG/L P
0.060
0.060
0.090
0.080
0.060
0.050
0.130
0.060
0.170
0.180
0.470
0.320
0.130
0.150

-------
STORE! RETRIEVAL DATE 76/08/12
  DATE   TIME DEPTH N02&N03
  FROM    OF
   TO    UAY  FEET
74/11/10
74/12/14
75/01/11
75/02/08
75/03/16
75/04/24
75/05/03
75/05/25
75/06/01
75/06/25
75/07/13
75/08/25
75/09/24
75/10/22
09 40
10 00
11 40
11 35
16 45
12 45
14 15
12 30
14 30
14 00
11 10
15 15
11 15
14 20
                                                                  4909A2
                                                                 38 IS  05.0  112  47  25.0  4
                                                                 BEAVER RIVER
                                                                 49      15  ADAM3VILLE
                                                                 T/MINERSVILLE RESERVOIR  150891
                                                                 HtfY 21 BROG .5  HI  S OF  ADAMSVILLE
                                                                 11EPALES            2111204
                                                                  0000  FEET   DEPTH   CLASS 00
10630
I&N03
OTAL
IG/L
0.176
0.312
0.384
0.316
0.175
0.175
0.015
0.065
0.015
0.010
0.230
0.005
0.010
0.230
00625
TOT KJEL
M
MG/L
0.600
1.000
1.300
2.250
1.400
1.400
0.950
1.150
0.950
0.775
1.050
0.700
1.100
0.800
00610
NH3-N
TOTAL
MG/L
0.025
0.030
0.070
O.OS6
0.030
0.200
0.215
0.020
0.040
0.020
0.075
0.025
0.050
0.025
00671
PHOS-OIS
ORTHO
MG/L P
0.090
0.135
0.150
0.124
0.113
0.035
0.220
0.080
0.085
0.065
0.135
0.125
0.115
0.065
00665
PHOS-TOT

MG/L P
0.130
0.210
0.310
0.360
0.270
0.060
0.290
0.130
0.130
0.100
0.259
0.140
0.130
0.110

-------
STORE! RETRIEVAL DATE 76/08/12
                      00630     00625
  DATE   TIME DEPTH N02&N03   TOT KJEL
  FROM    OF        N-TOTAU      N
   TO    DAY  FEET    MG/L      MG/L
                   00610
                  NH3-N
                  TOTAL
                   MG/L
75/01/21 11 30
75/03/11 16 05
75/04/16 14 50
75/05/05 16 15
0.320  1524.000
0.400
0.400  1200.000
0.650   940.000
          00671
        PHOS-DIS
         ORTHO
         MG/L P
                                                                  4909AA          N04909AA     P
                                                                 3d 16 00.0 112 38 00.0 4
                                                                 HILANO DAIRY
                                                                 49      15 BEAVER
                                                                 T/MINERSVILLE            150891
                                                                 BEAVER RIVER
                                                                 11EPALES             2141204
                                                                  0000 FEET  DEPTH  CLASS 00
  00665
PHOS-TOT

 MG/L P
                   485.000
67.000   550.000
60.000   200.000L  430.000
32.000             360.000
  50051
  FLO*
  RATE
INST  MGD

   0.056

   0.100
   0.012
  50053
CONDUIT
FLOrf-MGD
MONTHLY

   0.056
   0.056
   0.056
   L  ACTUAL  VALUE  IS  KNOWN  TO  at
   OHEATER  THAN  VALUE GIVEN

-------
STORET RETRIEVAL DATE 76/09/13
                                                                  4909AB           NO4909AB     P
                                                                 3d 16  00.0  112  36 00.0  4
                                                                 VALLEY PACKING
                                                                 49      15  BEAVER
                                                                 T/MINERSVILLE             150891
                                                                 BEAVER RIVER
HEP ALES
2141204
0000 FEET DEPTH CLASS 00

DATE
FROM
TO
75/01/21
75/02/20
75/03/11
75/04/16
75/05/05
75/06/30
75/07/23
75/09/04
75/09/16
75/ 11/11
75/12/09

TIME DEPTH
OF
DAY FEET
10 40
09 ?0
16 20
15 10
16 30
18 00
11 00
14 30
14 15
15 20
13 00
00630
N02
-------
STORET RETRIEVAL DATE 76/08/12
                                                                  4909AC          PR4909AC     P000290
                                                                 38 16 00.0 112 38 00.0 4
                                                                 BEAVER
                                                                 49      IS BEAVER
                                                                 T/MINERSVILLE            150891
                                                                 BEAVER RIVER
         TIME DEPTH
  DATE
  FROM    OF
   TO    DAY  FEET

75/01/21 11 10
75/02/20 09 45
75/03/11 16 15
75/04/16 15 00
75/05/05 16 20
HEP ALES 2141204
0000 FEET DEPTH CLASS 00
03630
N-TOTAL
MG/L
0.481
0.880
0.560
0.650
0.900
00625
TOT KJEL
N
MG/L
24.000
29.000
29.000
22.000
20.000
00610
NH3-N
TOTAL
MG/L
1.500
0.960
2.560
0.920
0.150
00671
PHOS-OIS
ORTHO
MG/L P
4.900
4.100
3.750
5.000
2.500
00665
PHOS-TOT
MG/L P
13.000
6.300
10.500
17.500
6.050
50051
FLOW
RATE
INST MGD
0.029
0.150
0.150
50053
CONDUIT
FLOW-MGD
MONTHLY
0.100
0.100
0.100
0.150
0.150

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STORET RETRIEVAL DATE 76/08/12
                                                                  4909XA          N04909XA
                                                                 38 Ib 30.0  112 39 00.0 4
                                                                 BEAVER FISH HAT.
                                                                 49      IS  BEAVER
                                                                 T/MINERSVILLE
                                                                 ADOBE YARD  SLOUGH
150891
DATE
FROM
TO
75/01/21
75/02/20
75/03/11
75/04/16
75/05/05
75/06/30
75/C7/23
75/09/04
75/09/16
75/11/11
75/12/09
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF N-TOTAL N
DAY FEET MG/L
10
09
16
15
16
17
11
14
14
15
13
30
30
30
20
40
45 t
05
15
?5
15
05
.840
.680
.520
.400
.500
.100
.720
.880
.800
.720
.800
MG/L
4.000
l.OOOK
0.500K
1.400
8.700
0.250
2.300
1.600
0.880
1.300
1.600
11EPALES 2141204
0000 FEET DEPTH CLASS 00
00610 00671 00665 50051 50053
NH3-N PHOS-DIS PHOS-TOT FLOW CONDUIT
TOTAL ORTHO RATE FLOW-MOD
MG/L
0
0
0
0
0
0
0
0
0
0
0
.080*
.080
.220
.089
.100
.025K
.025K
.075
.150
.059
.025K
MG/L P
0.050K
0.230
0.280
0.215
0.050K
0.130
0.210
0.225
0.210
0.200
0.250
MG/L P INST MOD MONTHLY
0.740
0.279
0.390
0.330
0.110
0.182
0.370
0.260
0.270
0.230
0.330
1.630
1.560
2.200
2.400
2.600
5.290
5.920
4.220
3.500
3.150
2.160
1.
1.
2.
3.
2.
5.
6.
5.
4.
4.
2.
600
400
100
700
500
890
000
100
000
000
000
    K VALUE KNOWN TO BE
    LESS THAN INDICATED

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