U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
                                             REPORT
                                               ON
                                          POTONA RESERVOIR
                                           OSAGE COUNTY
                                             WAS
                                          EPA REGION VII
                                       WORKING PAPER No, 522
     CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
                                 and
    ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
•&G.P.O. 699-440

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                                     REPORT
                                      ON
                                POTONA RESERVOIR
                                 OSAGE COUNTY
                                     KftNSAS
                                 EPA REG ION VII
                             WORKING PAPER No, 522
        WITH THE COOPERATION OF  THE
KANSAS DEPARTMENT OF HEALTH AND  ENVIRONMENT
                  AND THE
           KANSAS NATIONAL GUARD
                APRIL,  1977

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                                   CONTENTS
                                                               Page
  £orew_qrd_                                                      i i
  List of Kansas Study Reservoirs                               iv
  Lake and Drainage Area Map                                     v

  Sections
  1.   Conclusions                                                1
 II.   Lake and Drainage Basin Characteristics                    4
III.   Lake Water Quality Summary                                 5
 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)], water
 quality criteria/standards review [§303(c)], clean lakes [S314(a,b)],
 and  water quality monitoring [§106 and §305(b)] activities mandated
 by the Federal  Water Pollution Control Act Amendments of 1972.

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

ACKNOWLEDGMENT

    The staff of the National  Eutrophication Survey (Office of
Research & Development, U. S.  Environmental Protection Agency)
expresses sincere appreciation to the Kansas State Department of
Health and Environment for professional involvement, to the Kansas
National Guard for conducting the tributary sampling phase of
the Survey, and to those Kansas wastewater treatment plant opera-
tors who voluntarily provided effluent samples and flow data.

    The staff of the Kansas Division of Environmental Health pro-
vided invaluable lake documentation and counsel during the Survey,
reviewed the preliminary reports, and provided critiques most use-
ful in the preparation of this Working Paper series.

    Major General Edward R. Fry, the Adjutant General of Kansas,
and Project Officer Colonel Albin L. Lundquist, who directed the
volunteer efforts of the Kansas 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 KANSAS

NAME                                                         COUNTY

Cedar Bluff                                                  Trego
Council Grove                                                Morris
Elk City                                                     Montgomery
Fall River                                                   Greenwood
John Redmond                                                 Coffey, Lyon
Kanopolis                                                    Ellsworth
Marion                                                       Marion
Melvern                                                      Osage
Mil ford                                                      Clay, Geary
Norton                                                       Norton
Perry                                                        Jefferson
Pomona                                                       Osage
Toronto                                                      Greenwood, Woodson
Tuttle Creek                                                 Marshall, Potta-
                                                              watomie, Riley
Wilson                                                       Russell

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	38°40'
                                                                         X
                       POMONA RESERVOIR

                      )     Tributary Sampling Site
                            Lake Sampling Site
                            Sewage Treatment Facility
                            Drainage Area Boundary
                            Land Subject to Inundation
                                    10                   aoKrn.
                                                                                      Scale
                                                 to Mi.
              Map Location
                                                                                           Hundred and Ten
                                                                                               Mile Creek
                      9600'
95°50'
9540'

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                             POMONA RESERVOIR
                              STORE! NO.  2012

I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data indicate that Pomona Reservoir is potentially
        eutrophic.  However,  the reservoir becomes quite turbid during
        periods of runoff,  and primary productivity is intermittently
        light-limited (Kring, 1977).
            This water body ranked eleventh in overall trophic  quality
        among the 15 Kansas reservoirs sampled in 1974 when compared
        using a combination of six water  quality parameters*.   Four of
        the reservoirs had  less median total phosphorus, nine  had  less
        median dissolved orthophosphorus, 13 had less median inorganic
        nitrogen, five had  less mean chlorophyll a., and seven  had  less
        mean Secchi disc transparency.  Depression of dissolved oxygen
        with depth occurred at all three  sampling stations in  June.
            Survey limnologists did not observe nuisance concentrations
        of algae or macrophytes in the reservoir.  However, the low
        Secchi disc transparencies and numbers of phytoplankton (page 7)
        indicate that reduced light penetration limits primary  produc-
        tivity.  In a previous report on  this water-body, it was noted
        that nutrient levels  are high at  times, but that suspended sedi-
        ments in the reservoir limit photosynthetic activity (Anonymous,
        1975).
* See Appendix A.

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B.  Rate-Limi ting Nutrient:
        The algal assay results indicate that Pomona  Reservoir  was
    phosphorus limited at the times the samples were  collected  (04/
    11/74 and 10/01/74).  The reservoir data indicate phosphorus
    limitation at all sampling stations and times.
C.  Nutrient Controllability:
        1.  Point sources—During the sampling year,  point sources
    contributed 20.5% of the total  phosphorus input to Pomona Reser-
    voir.  The wastewater treatment plant at Burlingame contributed
    5.4%, the plant at Eskridge contributed 4.7%,  the facilities  at
    Scranton and Overbrook each contributed 4.3%,  and the plant at
    Harveyville contributed  1.8%.
        The present phosphorus loading of 0.98 g/m2/year is 1.4 times
    that proposed by Vollenweider (Vollenweider and Dillon, 1974) as
    a eutrophic loading (see page 14).  Nutrient-wise, the reservoir
    is phosphorus limited, and reduction of phosphorus from point
    sources should be considered if soil conservation practices are
    initiated to reduce soil erosion in the drainage  and thus reduce
    turbidity in the reservoir.
        2.  Non-point sources--Non-point sources accounted for  89.5%
    of the total phosphorus  load during the sampling  year.   Dragoon
    and Switzler creeks each contributed 23.8%, Hundred and Ten Mile
    Creek contributed 6.4%,  and Plummer Creek contributed 2.2%.
    Ungaged minor tributaries and immediate drainage  contributed  an
    estimated 21.5%.

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            The phosphorus export rate of Switzler Creek was three
        times the mean of the rates of the other gaged tributaries
        (page 14) and was appreciably higher than the 24 kg/km2/yr
        exports of the two gaged tributaries of nearby Melvern Reser-
        voir*.  The higher rate may be due to urban drainage from
        Burlingame since the mean total phosphorus concentration in
        Switzler Creek at station C-2 upstream from the Burlingame
        wastewater treatment plant (see map, page v) was a high 0.124
        mg/1 (Appendix E).
* Working Paper No. 518.

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II.   RESERVOIR AND DRAINAGE BASIN CHARACTERISTICS'1"

     A.   Morphometry  :

         1.   Surface area:   16.19 kilometers2.

         2.   Mean depth:   6.4 meters.

         3.   Maximum depth:  14.5 meters.

         4.   Volume:   103.614 x 106  m3.

         5.   Ten-year median hydraulic  retention  time:   193 days.

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

         1.   Tributaries  -

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

             Hundred and  Ten Mile Creek             77.4         0.460
             Dragoon Creek                         295.3         1.690
             Switzler Creek                       102.3         0.610
             Plummer Creek                           31.9         0.193
             Minor tributaries &
              immediate drainage -                310.9         2.380

                              Total                817.8         5.333

         2.   Outlet -

             Hundred and  Ten Mile Creek           834.0**        4.660

     C.   Precipitation***:

         1.   Year of sampling:   83.1 centimeters.

         2.   Mean annual:   95.1  centimeters.
 t Table of metric conversions—Appendix  B.
 tt Kring,  1977.
 *  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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III.   WATER QUALITY SUMMARY
      Pomona Reservoir was sampled three times  during  the  open-water
  season of 1974 by means of a pontoon-equipped Huey helicopter.   Each
  time,  samples for physical  and chemical  parameters were  collected
  from two or more depths at three 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 phyto-
  plankton identification and enumeration; and  during  the  first and
  last visits, a single 18.9-liter depth-integrated sample was composited
  for algal assays.  Also each time,  a depth-integrated sample was col-
  lected from each of the stations for chlorophyll  a^ analysis. The maximum
  depths sampled were 11.3 meters at station 1,  7.9 meters at station 2,
  and 6.7 meters at station 3.
      The sampling results are presented in full  in Appendix D and are
  summarized in the following table.

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TEMP  (C)


OISS GXY  (MG/L)

CNOCTVY  (MCROMO)


PH (STAND UNITS)


TOT ALK  (MG/L>


TOT P  (MG/L)


ORTriO P  (MG/L)


N02»N03  (MG/L)

AMMONIA  (MG/L)


KJEL N  (MG/L)


INORG N  (MG/L)


TOTAL N  (MG/L)

CHL«SYL  A  (UA/L>


SECCrtI  (METEPS)
       A. SUMMARY



       1ST SA>'i


             3

     WANGE


 10.6  -  11.5


  8.6  -  1C.2

 106.  -  245.


  8.2  -   8.3


 149.  -  15ft.


0.051  - 0.071

0.020  - 0.02P


1.130  - 1.360

0.030  - 0.070


0.300  - 0.600


1.160  - 1.410

1.4bO  - 1.760


  8.0  -  11.3


  O.S  -   0.5
°-:YSICAL AND CHEMICAL  CHARACTERISTICS
              STO-^tT CODE.  2012
                                                                                              S£SE«VOH
SITES
MEAN
10.9
9.7
205.
8.2
153.
0.053
0,023
1.22-)
0.047
0.444
1.270
1.663
9.S
0.5
Ml/74) JNO SAMPLING ( 6/25/74)
3 SITES
MEDIAN
10.9
9.8
230.
8.2
153.
0.055
0.023
1.200
0.050
0.400
1.240
1.660
9.1
0.5

20.6
2.0
349.
7.4
129.
0.026
0.016
1.010
0.050
0.300
1.120
1.510
7.8
0.3
ANljE
- 26.8
9.2
- 418.
8.5
- 152.
- 0.045
- 0.034
- 1.560
- 0.160
- 0.500
- 1.630
- 1.960
- 13.8
0.6
MEAN
23.6
6.2
398.
8.2
138.
O.U37
0.022
1.298
0.071
0.408
1.369
1.706
10.5
0.5
MEDIAN
23.6
7.0
396.
8.2
135.
0.036
0.021
1.300
0.060
0.400
1.370
1.680
9.9
0.5
rV
17.2
7.4
291.
8.0
140.
0.033
0.014
0.670
0.030
0.300
0.710
0.990
2.6
0.5
3*D SAMPLING ( 10/ l/7-»)
3 SITES
ANGE
- 18.2
8.8
- 331.
6.1
- 144.
- 0.050
- C.018
- 0.710
- 0.080
- 1.100
- 0.790
- 1.7dO
3.8
0.5
MEAN
17.7
8.0
318.
8.0
142.
0.039
0.016
0.690
0.052
0.500
0.742
1.190
3.3
0.5
MEDIA
17.5
9.0
325.
8.0
142.
0.038
0.015
0.690
0.050
0.400
0.740
1.090
3.3
0.5

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B.  Biological Characteristics:

    1.   Phytoplankton -
        Sampling
        Date

        04/11/74
        06/25/74
        10/01/74
Dominant
Genera
1.
2.
3.
4.
5.
1.
2.
3.
4.
5.
1.
2.
3.
4.
Ankistrodesmus sp.
Stephanodiscus sp.
Melosira sp.
Chroomonas sp.
Cryptomonas sp.
Other genera

        Total

Melosira sp.
Stephanodiscus SJD.
Euglena sp.
Cryptomonas sp.
Scenedesmus sp.

        Total

Melosira sp.
Chroomonas sp.
Merismopedia _sp_.
Glenodinium s£.
Algal Units
per ml	

    1,663
      489
      391
      342
      147
    	50

    3,082

    2,872
      801
       94
       47
    	47

    3,861

      184
       92
       92
       46
                                          Total
                                 414

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    2.  Chlorophyll
        Sampling
        Date

        04/11/74
        06/25/74
        10/01/74
     Station
     Number

        1
        2
        3

        1
        2
        3

        1
        2
        3
C.  Limiting Nutrient Study:

    1.  Autoclaved, filtered,  and nutrient spiked  -

        a.  April  sample -
        Spike (mg/1)

        Control
        0.050 P
        0.050 P + 1.0 N
        1.0 N
Ortho P
Cone, (mg/1)

   0.020
   0.070
   0.070
   0.020
        b.  October sample -
        Spike (mg/1)

        Control
        0.050 P
        0.050 P + 1.0 N
        1.0 N
Ortho P
Cone, (mg/1)

   0.010
   0.060
   0.060
   0.010
Inorganic N
Cone,  (mg/1)

    1.125
    1.125
    2.125
    2.125
Inorganic N
Cone,  (mg/1

    0.680
    0.680
    1.680
    1.680
               Chlorophyll  a_
               (yg/D

                    8.0
                    9.1
                   11.3

                   13.8
                    9.9
                    7.8

                    2.8
                    3.8
Maximum yield
(mg/1-dry wt.)

     8.8
    27.8
    38.2
     9.8
Maximum yield
(mg/1-dry wt.)

     0.6
    14.3
    21.8
     0.6

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2.   Discussion -
        The control  yield of the assay alga,  Selenastrum  capri-
    cornutum,  indicates that the potential  primary productivity
    of Pomona  Reservoir was high in April  and moderate  in October.
    In both assays,  increased yields with  the addition  of phos-
    phorus alone indicate the reservoir was phosphorus  limited
    at those times.   Note that the addition of nitrogen alone
    did not result in yields significantly greater than those of
    the controls.
        The difference in the control  yields  during the two
    sampling times indicates differences in availability  of
    nutrients  for  primary production.   Note that orthophosphorus
    concentrations were two times greater  in  the April  sample.
        The reservoir data also indicate phosphorus limitation.
    The mean inorganic nitrogen/orthophosphorus ratios  were 45/1
    or greater at  all sampling stations and times.   However,
    primary productivity in the reservoir  is  intermittently
    light-limited  rather than nutrient-limited.

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                                     10
IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the  Kansas National
 Guard collected monthly near-surface grab samples  from each of the
 tributary sites indicated on the map (page v), except for the months
 of April,  June, and July when two samples were collected.  Sampling
 was begun in October, 1974,  and was  completed in September, 1975.
     Through an interagency agreement,  stream flow  estimates for the
 year of sampling and a "normalized"  or average year  were provided by
 the Kansas District Office of the U.S.  Geological  Survey for the
 tributary sites nearest the reservoir.
     In this report, nutrient loads for sampled tributaries were
 determined by using a modification of a U.S. Geological Survey computer
 program for calculating stream loadings*.  Nutrient  loads shown are
 those measured minus point-source loads,  if any.
     Nutrient loads for unsampled "minor tributaries  and immediate
 drainage"  ("II" of U.S.G.S.) were estimated using  the nutrient loads
 at station D-l, in kg/km2/year,  and  multiplying  by the II area in km2.
     The operator of the Burlingame wastewater treatment plant provided
 monthly effluent samples and corresponding flow  data.  The operators of
 the wastewater treatment plants at Scranton and  Eskridge also provided
 monthly samples; however, corresponding flow data  were not available.
 Nutrient loads for these facilities  and the wastewater treatment plants
 * See Working Paper No.  175.

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                                    11
at Harveyville and Overbrook, which were not sampled,  were estimated

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

at 0.3785 m3/capita/day.

    A.  Waste Sources:

        1.  Known municipal -


        Name

        Burlingame*
        Eskridge*
        Harveyville**
        Overbrook**
        Scranton*


        2.  Known industrial - None
Pop.
Served
1,071
652
250
600
601


Treatment
tr. filter
stab, pond
stab, pond
stab, pond
stab, pond

Mean Flow
(m3/d)
233.4
246.8
94.6
227.1
227.5

Receiving
Water
Switzler Creek
Dragoon Creek
Dragoon Creek
Unnamed creek
Hundred and Ten
Mile Creek
* Treatment plant questionnaires.
** 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)  -

                Hundred and Ten Mile Creek      1,010          6.4
                Dragoon Creek                   3,780         23.8
                Switzler Creek                  3,780         23.8
                Plummer Creek                     355          2.2

            b.  Minor tributaries & immediate
                 drainage (non-point load) -     3,420         21.5

            c.  Known municipal STP's -

                Burlingame                        860          5.4
                Eskridge                          740          4.7
                Harveyville                       285          1.8
                Overbrook                         680          4.3
                Scranton                          680          4.3

            d.  Septic tanks - Unknown            ?

            e.  Known industrial - None

            f.  Direct precipitation* -           285          1.8

                        Total                  15,875        100.0

        2.  Outputs -

            Reservoir outlet - Hundred and Ten
                                Mile Creek     13,385

        3.  Net annual P accumulation - 2,490 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) -

              Hundred and Ten Mile Creek     44,635         12.1
              Dragoon Creek                 120,805         32.6
              Switzler Creek                 57,920         15.6
              PIummer Creek                  11,150          3.0

          b.  Minor tributaries & immediate
               drainage (non-point load) -  108,815         29.4

          c.  Known municipal STP's -

              Burlingame                      2,080          0.6
              Eskridge                        2,215          0.6
              Harveyvilie                       850          0.2
              Overbrook                       2,040          0.6
              Scranton                        2,045          0.6

          d.  Septic tanks - Unknown            ?

          e.  Known industrial - None

          f.  Direct precipitation* -        17.480          4.7

                      Total                  370,035        100.0

      2.  Outputs -

          Reservoir outlet - Hundred and Ten
                              Mile Creek    316,370

      3.  Net annual N accumulation - 53,665 kg.
See Working Paper No.  175.

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                                14
D.  Non-point Nutrient Export by Subdrainage Area:

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

    Hundred and Ten Mile Creek                13             577
    Dragoon Creek                             13             409
    Switzler Creek                            37             566
   . Plummer Creek                             11              350

E.  Yearly Loads:

        In the following table,  the existing phosphorus  loadings

    are compared to those proposed by Vollenweider  (Vollenweider

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

    one at which the receiving water would become eutrophic  or

    remain eutrophic; his "permissible"  loading  is  that  which

    would result in the receiving water  remaining oligotrophic

    or becoming oligotrophic if morphometry permitted.   A meso-

    trophic loading would be considered  one between "dangerous"

    and "permissible".

        Note that Vollenweider's model may not be applicable to

    water bodies with short hydraulic retention  times.

                              Total Phosphorus       Total Nitrogen
    	Total   Accumulated     Total   Accumulated

    grams/mVyr             0.98      0.15        22.9       3.3
    Vollenweider phosphorus loadings
     (g/m2/yr)  based on mean depth and 10-year median
     hydraulic  retention time of Pomona Reservoir:

        "Dangerous"  (eutrophic loading)                0.68
        "Permissible"  (oligotrophic loading)           0.34

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                                    15
V.   LITERATURE REVIEWED

    Anonymous, 1971.   Inventory of municipal waste facilities.   EPA
        Publ.  OWP-1,  vol.  7, Wash., DC.

    Anonymous, 1975.   Draft environmental statement:   Operation and
        maintenance - Pomona Lake, Kansas.  U.S. Army Engr. Distr.,
        Kansas City,  MO.

    Kring, R.  Lynn, 1977.   Personal communication (revised reservoir
        morphometry;  primary productivity).  KS Dept. of Health &
        Environment,  Topeka.

    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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LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
2001  CEDAR RLUFF RESERVOIR
2002  COUNCIL GROVE
2003  ELK CITY
2004  FALL RIVER RESERVOIR
2005  JOHN REDMOND RESERVOIR
2006  KANOPOLIS RESERVOIR
2007  MARION RESERVOIR
2008  MELVERN RESERVOIR
2009  MILFORD RESERVOIR
2010  NORTON RESERVOIR
2011  PERRY RESERVOIR
2012  POMONA RESERVOIR
2013  TORONTO RESERVOIR
2014  TUTTLE CREEK RESERVOIR
2015  WILSON RESERVOIR
MEDIAN
TOTAL P
0.017
0.069
0.030
0.053
0.118
0.056
0.052
0.034
0.079
0.122
0.055
0.040
O.C67
0.162
0.023
MEDIAN
INORG N
0.055
0.830
0.590
0.470
1.250
0.640
0.430
0.265
0.710
0.110
0.970
1.240
0.425
0.970
0.265
500-
MEAN SEC
431.667
485.889
490.400
488.667
492.667
487.000
483.667
459.111
466.333
476.750
478.571
481.333
488.500
470.667
445.222
MEAN
CHLORA
4.217
9.789
3.212
7.683
9.467
16.033
12.400
30.400
18.683
21.360
5.614
8.312
6.583
11.278
8.867
15-
MIN DO
10.800
10.400
14.000
9.200
8.200
10.200
9.000
14.400
12.800
8.000
13.400
13.000
13.000
13.600
13.400
MEDI,
DISS ORTi
0.004
0.028
0.003
0.016
0.066
0.011
0.010
0.007
0.036
0.036
0.017
0.021
0.011
0.067
0.004

-------
LAKES RANKED 3Y INDEX NOS.
RANK  LAKE CODE  LAKE NAME               INDEX NO

   1  2001       CEDAR BLUFF RESERVOIR      539
   2  2015       WILSON RESERVOIR           439
   3  2007       MARION RESERVOIR           357
   4  2003       ELK CITY                   350
   5  2004       FALL RIVER RESERVOIR       328
   6  2008       MELVERN RESERVOIR          326
   7  2013       TORONTO RESERVOIR   '       303
   8  2010       NORTON RESERVOIR           292
   9  2011       PERRY RESERVOIR            279
  10  2006       KANOPOLIS RESERVOIR        271
  11  2012       POMONA RESERVOIR           267
  12  2002       COUNCIL GROVE              230
  13  2009       MILFORD RESERVOIR          214
  14  2005       JOHN REDMOND RESERVOIR     164
  15  2014       TUTTLE CREEK RESERVOIR     139

-------
PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES WITH HIGHER VALUES)
LAKE
CODE  LAKE NAME
2001  CEDAR BLUFF RESERVOIR
2002  COUNCIL GROVE
2003  ELK CITY
2004  FALL RIVER RESERVOIR
2005  JOHN REDMOND RESERVOIR
2006  KANOPOLIS RESERVOIR
2007  MARION RESERVOIR
200ft  MELVERN RESERVOIR
2009  MILFORD RESERVOIR
2010  NORTON RESERVOIR
20H  PERRY RESERVOIR
2012  POMONA RESERVOIR
2013  TORONTO RESERVOIR
2014  TUTTLE CREEK RESERVOIR
2015  WILSON RESERVOIR
MEDIAN
TOTAL P
100 <
29 (
86 (
57 (
14 (
43 (
64 (
79 (
21 (
7 (
50 (
71 <
36 (
0 (
93 (
14)
4)
12)
8)
2)
6)
9)
11)
3>
1)
7)
10)
5)
0)
13)
MEDIAN
INORG N
100 1
29 (
50 (
57 (
0 (
43 1
64 <
82 (
36 1
93 (
18 1
7 1
71 1
18 i
82 <
: 14)
: 4)
: 7)
: 8)
: o>
1 6)
; 9)
: ID
; 5)
: 13>
[ 2)
t i)
I 10)
( 2)
( 11)
500-
MEAN SEC-
100 (
36 (
7 I
14 (
0 (
29 (
43 (
86 (
79 (
64 (
57 (
50 (
21 (
71 (
93 (
14)
5)
1)
2)
0)
4)
6)
12)
11)
9)
3)
7)
3)
10)
13)
MEAN
CHLORA
93 (
43 (
100 <
71 <
50 (
21 I
29 <
0 I
14 (
7 1
86 1
64 1
79 1
36 I
57 I
: 13)
; 6)
; 14)
: 10)
; 7)
: 3)
; 4)
; o)
; 2)
: i>
; 12)
; 9)
i ID
I 5)
I 8)
15-
MIN 00
57 (
64 (
7 (
79 (
93 (
71 (
86 (
0 (
50 (
100 (
25 (
39 (
39 (
14 (
25 (
8)
9)
1)
11)
13)
10)
12)
0)
7)
14)
3)
5)
5)
2)
3)
MEDIAN
DISS ORTHO P
89 <
29 1
100 1
50 1
7 1
64 (
71 1
79 1
14 1
21 <
43 I
36 1
57 i
0 <
89 i
: i2>
! 4)
: 14)
; 7)
: i)
: 9)
: io>
: ID
[ 2)
[ 3)
[ 6)
! 5)
t 8)
I 0)
I 12)
INDEX
NO
539
230
350
328
164
271
357
326
214
292
279
267
303
139
439

-------
    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 10~4 = 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 KANSAS
                                                                                          05/03/76
LAKE CODE 2012     POMONA

     TOTAL DRAINAGE A
                         OF LAKEISQ
          SUB-DRAINAGE
TRIBUTARY  AREA(S3 KM)
                          JAN
                                  FEB
                                           C34.0
MAR
APR
NORMALIZED FLOoSICMS)
  JL'.'J     JJL.     AJG
                                                                                          SEP
                                                                                                  ocr
                                                                                                           NUV
                                                                                                                   DEC
                        TOTAL DRAINAGE AREA OF LAKE =     834.0
                        SUM OF SUB-DRAINAGE AREAS   =     834.0
     MEAN MONTHLY FLO*S AND DAILY FLOWS

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

2012A1
                                                   FLOW  DAY
2012A2
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
?
3
it
5
6
7
8
9
74
74
74
75
75
75
75
75
75
75
75
75
74
74
74
75
75
75
75
75
75
75
75
75
2.489
13.620
2.274
8.863
10.307
6.003
6.881
4.276
20.048
16.764
0.425
0.453
0.595
0.934
0.221
0.539
0.906
0.793
0.850
0.368
2.15?
0.093
0.034
0.013
13
9
1C
14
11
10
IS
3
4
9
23
12
13
9
10
14
11
10
15
3
4
9
23
12
0.765
3.455
0.566
14.300
10.024
3.879
3.631
10.024
14.442
3.568
0.425
0.453
16.990
1.841
0.167
1.416
0.708
0.201
1.274
1.133
0.991
8.495
0.0
0.0







16
24
22









18
24
22


                                                                   SUMMARY
                                                                              TOTAL FLOW IN  =     64.00
                                                                              TOTAL FLOW OUT =     55.90
                                                                     FLOW  DAY
                                                                                       FLOW
                                                                    0.878
                                                                    0.736
                                                                    0.340
                                                                    0.071
                                                                    J.595
                                                                    0.025
                                                                                                                          MEAN
2012A1
2012A2
2012dl
2012C1
201201
2012Z2
834.0
77.4
295.3
102.3
31.9
327.1
2.83
0.23
0.82
0.31
0.099
1.10
4.81
0.28
1.05
0.37
0.116
1.36
3.11
0.71
2.27
0.91
0.311
2.83
7.08
0.68
2.66
0.91
0.283
3.68
8.21
0.82
2.e3
1.08
0.340
3.96
7.03
0.71
2.^3
0,-yfi
0.275
3.96
7.08
0.76
2.66
0.99
0.340
3.63
3.40
0.22
0 • •*!
0.31
0.088
1.70
1.19
0.31
1.27
0.<+0
0.116
2.01
5.66
0.40
1.42
0.51
0.164
1.98
2.83
0.20
O.dS
0.27
0.079
1.19
2.61
0.22
0.76
0.26
0.099
1.08
4.66
0.46
1.69
0.61
0.193
2.38

-------
                                   TRI3UTA3Y FLOW INFORMATION FOR Ki'.SAS
                                         05/03/76
LA
                    YEAR
10
11
12
1
?
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
R
9
10
11
12
1
2
3
4
5
6
7
fi
9
74
74
7".
75
75
75
75
75
75
75
75
75
74
7t
74
75
75
75
75
75
75
75
75
75
74
74
74
75
75
75
75
75
75
75
75
75
74
74
74
75
75
75
75
75
75
75
75
75
MEAN FLOW
1.911
3.4t33
0.699
1.833
3.143
2.393
2.973
1.220
8.467
0.311
0.133
0.051
0.736
1.246
0.280
0.736
1.189
1.019
1.133
0.481
2.832
0.122
0.048
0.017
0.241
0.368
0.099
0.238
0.368
0.363
0.340
0.150
0.850
0.042
0.013
0.005
2.832
5.380
1.07-S
2.662
4.531
3.115
4.531
1.756
12.176
0.453
0.253
0.085
DAY
13
9
10
14
7
10
15
3
4
9
23
12
13
9
10
14
11
10
15
3

9
23
12
13
9
10
14
11
10
IS
3
4
9
23
12












                                                   FLO*  OAT
30.016
 1.133
 0.566
 1.076
 0.0
 1.303
 5.069
 1.982
 1.926
 0.566
 0.045
 0.453
 5.380
 1.216
 0.368
 1.133
 0.595
 0.340
 0.368
 0.708
                                                                     FLO*  DAY
                                      FLQw
 0.037
 0.003
 0.065
 1.133
 0.340
 0.0
 0.198
 0.014
 0.113
 0.170
 0.283
 0.164
 0.023
 0.0
 0.0
18
24
22
                                                                    0.130
                                                                    2.718
                                                                    0.093
                                                          22
                                                                    0.020
16
24
22
                                                                    0.934
                                                                    0.170
                                                                    0.003

-------
        APPENDIX D





PHYSICAL and CHEMICAL DATA

-------
STORET RETRIEVAL DA?E 76/05/03

DATE
FROM
ro
74/04/11



74/06/25




74/10/01




TIME DEPTH
OF
DAY FEET
13 55 0000
13 55 0005
13 55 0015
13 55 0020
14 45 0000
14 45 0005
14 45 OOlb
14 45 0025
14 45 0037
14 30 0000
14 30 0005
14 30 0015
14 30 0024
00010
WATER
TtMP
CENt
10.8
10.7
10.7
10.6
26.8
26.4
23.6
23.5
20.6
18.1
18.2
17.5
17.4
                                                                  201201
                                                                 38 39 02.0 095 33 49.0 3
                                                                 POMONA RESERVOIR
                                                                 20139   KANSAS
                                                                                          091491
                                                                 11E-4LES             2111202
                                                                  0027 FEET  DEPTh  CLASS 00
00300
DO

MG/L

10.0
10.2
9.6
9.0
9.2
7.0
6.8
2.0
8.0
7.4
8.0
8.0
00077
TRANSP
SECCnl
INCHES
18



24




21



00094
CNDUCTVY
FIELD
MICROMHO
106
155
233
245
416
414
393
390
349
331
299
327
309
00400
PH

SU
8.30
8.20
8.2C
8.20
8.50
6. SO
8.40
8.10
7.40
8.01
8.09
8.03
8.03
00410
T ALK
CAC03
MG/L
153
152
153
154
137
135
135
134
129
143
142
144
142
00610
NH3-N
TOTAL
MG/L
0.070
0.050
0.030
0.030
0.050
0.050
0.050
0.060
0.070
0.060
0.030
0.080
0.050
00625
TOT KJEL
N
MG/L
0.400
0.300
0.300
0.400
0.500
0.500
0.400
0.300
0.400
1.100
0.500
0.300
0.400
00630
N02&N03
N-TOTAL
MG/L
1.330
1.360
1.160
.260
.150
.340
.320
.340
.560
0.680
0.690
0.710
0.700
00671
PHOS-DIS
OHTHO
MG/L P
0.026
0.024
0.022
0.022
0.016
0.016
0.018
0.019
0.025
0.017
0.015
0.016
0.014
                      00665
  DATE   TIME DEPTH PHOS-TOT
  FROM    OF
   TO    DAY  FEET   MG/L P

74/04/11 13 55 0000    0.058
         13 ^5 0005    0.053
         13 55 0015    0.052
         13 55 0020    0.052
74/06/25 14 45 0000    0.026
         14 45 0005    0.033
         14 45 000?
         14 45 0015    0.035
         14 45 0025    0.033
         14 45 0037    0.040
74/10/01 14 30 0000    0.043
         14 30 0004
         14 30 0005    0.038
         14 30 0015    C.035
         14 30 0024    0.037
                                32217     00031
                              CHLRPHYL  INCUT LT
                                 A      REMMING
                                UG/L    PERCENT

                                   8.0
                                  13.8
                                   2.8
                                             1.0
                                             1.0

-------
STORE! RETRIEVAL DATE 76/05/03
                                                                   201202
                                                                  36 39 56.0 095 35  15.0  3
                                                                  POMONA RESERVOIR
                                                                  20139   i\A.\SAS
                                                                                            091491
11E=ALES 2111202
0020 FEET 9EPTH CLASS 00
DATE
FROM
TO
74/04/11
74/06/25
74/10/01

DATE
FROM
TO
74/04/U


74/06/25




74/10/01



TIME DEPTH
OF
DAY FEET
14 15 0000
14 15 0005
14 15 0015
14 25 0000
14 25 0005
14 25 0015
14 25 0026
15 00 0000
15 00 0005
15 00 0016

TIME DEPTH
OF
DAY FEET
14 15 0000
14 15 0005
14 15 0015
14 25 0000
14 25 0005
14 25 0006
14 25 0015
14 25 0026
15 00 0000
15 00 000*
15 00 0005
15 00 0016
00010
WATER
TEMP
CENT
10.9
10.9
10.9
23.9
23.7
23.4
23.0
la.o
17.5
17.5
00665
PHOS-TOT

MG/L P
0.063
0.051
0.055
0.030
0.03H

0.036
0.040
0.050

0.034
0.033
00300 00077 00094 00400 00*10 00610 00625 00630 00671
DO TRANSP CNDUCTVY PH T ALK NH3-N TOT KJEL N026.M03 P-lOS-OIS
SECCHl FIELD CAC03 TOTAL N N-TOTAL OSTHO
MG/L INCHES MICROMHC SU Mu/L Mo/L MG/L MG/L MG/L P
13 210 8.20
8.6 189 8.20
9.6 235 8.20
7.4 18 396 8.40
7.0 395 8.30
5.4 391 8.20
3.8 384 7.80
8.0 21 329 8.03
8.0 323 8.05
7.8 291 8.05
32217 00031
CHLRPHYL 1UCOT LT
A REMNING
OG/L PERCENT
9.1


9.9

1.0


3.8
1.0


150 0.050 0.600 1.160 0.028
149 0.070 0.400 1.250 0.022
150 0.040 0.400 1.200 0.023
134 0.070 0.400 1.280 0.019
135 0.070 0.400 1.240 0.021
135 0.060 0.300 1.240 0.021
137 0.060 0.400 1.300 0.025
140 0.040 0.400 0.090 0.017
141 0.050 0.300 0.700 0.015
141 0.040 0.300 0.690 0.015

















-------
STORE! SETftlFVAL DATE 76/05/03
                                                                  201203
                                                                 38 40  02.0  095  37  03.0  3
                                                                 POMONA RESERVOIR
                                                                 2013^    KANSAS
                                                                                          091491
                                                                 11EPALES             2111202
                                                                  0011  FEET  DEPTH  CLASS 00

DATE
FKOM
TO
74/0^/1 1

74/06/25



74/10/01


DATE
FROM
TO
74/04/11

74/06/25



74/10/01



TIME DEPTH
OF
UAY FEET
16 00 0000
16 00 0005
13 55 0000
13 55 0005
13 55 0015
13 55 0022
15 25 0000
15 25 0005

TIME DEPTH
OF
DAY FEET
16 00 0000
16 00 0005
13 55 0000
13 55 0005
13 55 0015
13 55 0022
15 25 0000
15 25 0003
15 25 0005
00010
MATER
TtMP
CENT
11.5
11.5
24.0
23.8
23.3
22.8
17.7
17.2
00665
PriOS-TOT

MG/L P
0.066
0.071
0.035
0.045
0.045
0.044
0.038

0.041
00300
DO

MG/L

10.0
7.4
7.0
5.0
4.2
8.8
8.0
32217
CHLRPHYL
A
UG/L
11.3

7.8






00077
TRflNSP
SECCHI
INCHES
18

12



18

00031
INCDT LT
REMNING
PERCENT



1.0



1.0

00094
CNDUCTVY
FIELD
MICKOMhO
230
245
406
403
416
418
327
325













00400
PH

su
8.30
8.20
8.50
8.20
8.00
7.90
8.05
8.07













00410
T ALK
CAC03
MG/L
158
155
143
141
147
152
142
142













00610
NH3-N
TOTAL
MG/L
0.030
0.050
0.050
0.060
0.110
0.160
0.080
0.040













00025
TOT KJEL
N
MG/L
0.600
0.600
0.400
0.400
0.500
0.400
0.800
0.400













00b30
N02&N03
N-TOTAL
MG/L
1.130
1.160
1.380
1.450
1.010
1.270
0.680
0.670













00671'
PnOS-OIS
ORTHO
MG/L P
0.020
0.023
0.023
0.024
0.034
0.031
0.018
0.015














-------
       APPENDIX E

TRIBUTARY AND WASTEWATER
  TREATMENT PLANT DATA

-------
STOKET RETRIEVAL DATE 76/05/04
 2012A1
38 3a 41.0 095 33 34.0
HUNuHtD AND TEN MILE C
20
                                                                             VASSAR
                                                                 0/PO'ONA
                                                                                          091491
                                                                 BANK SAMPLE JUST BELOrf Sw END OF 0AM
11EPALES
 0000 FEET
                                                                                      2111204
                                                                                    CLASS 00
  DATE   TIME DEPTH N02;.N03
  FtfOM    OF
   TO    OAf  FEET
74/10/13
74/ J 1/09
74/12/10
75/01/14
75/02/11
75/03/10
75/04/15
75/05/03
75/05/18
75/06/04
75/06/24
75/07/09
75/07/22
75/08/23
75/09/12
10
13
09
09
09
09
09
09
10
17
17
18
17
13
11
16
25
15
20
00
00
30
30
05
50
50
10
40
15
30
0630 00625
;.N03 TOT KJEL
OTAL N
G/L MG/L
3.660
0.690
C.660
0.640
0.624
0.728
0.600
0.570
0.650
0.750
0.980
0.720
0.300
0.155
.^00
.900
.700
.700
.400
.100
.650
.630
.250
.600
.750
.150
.250
.350
0.450 0.700
OC610 00671 00665
NH;)-N PnOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.035
0.070
0.060
0.056
0.030
0.024
0.025
0.080
0.090
0.025
0.020
o.oeo
0.320
0.400
0.025
MG/L P
0.015
0.035
0.030
0.030
0.008K
0.006K
0.005K
0.010
0.015
0.010
0.045
0.025
0.025
0.020
0.020
MG/L f>
0.04C
0.060
0.060
0.040
0.070
0.020
0.060
0.050
0.070
0.050
0.520
0.250
0.140
0.110
0.060
    K VALUE KNOWN TO BE
    LESS THAN INDICATED

-------
5TORET SET3IF.V4L
        76/05/04
DATE
FrtOM
TO
7WIO/13
74/11/09
7<*/12/10
75/01/14
75/02/11
75/03/10
75/04/15
75/05/03
75/05/18
75/06/04
75/06/24
75/07/09
75/07/2?
TIME i
OF
DAY I
11 15
14 10
10 30
10 30
10 15
10 15
10 15
13 40
11 15
17 15
17 35
17 20
17 05
FEET
                                                     2012A2
                                                   38 4-* 20.0 095  40  15.0  4
                                                            AND  TEN MILE  CK
                                                                  20
                                                   SEC
0630
t.N03
OTAL
G/L
2.C30
0.900
0."»46
1.6BO
1.650
0.980
0.345
0.850
0.470
1.500
1.570
0.345
0.245
00625
TOT KJEL
N
•-IG/L
4.600
1.500
1.20C
3.900
l.POO
O.«00
1.050
2.900
1.150
1.580
0.750
1.150
7.680
00610
NHT-N
TOTAL
MG/L
0.140
0.045
0.020
0.120
0.088
0.028
0.050
0.135
0.070
0.025
0.025
0.045
0.145
00671
PMOS-OIS
OKTnO
MG/L P
0.140
0.090
0.010
0.064
0.032
0.016
0.055

0.015
0.045
0.050
0.015
0.020
00665
PHOS-TOT

MG/L P

0.180
0.030
0.230
0.110
0.030
0.060

0.070
0.325
0.130
0.070
0.075
                                                            7.5 LYNDON  N*
                                                                         B^OG 5 MI  3
                                                        : FEET
      09U91
Of CAHbONOALE
  211U04
CLASS 00

-------
STORET RETRIEVAL OATE 76/05/04
                                                                  38  t*2  30.0 095 50 20.0 <*
                                                                  DRAGOON CREEK
                                                                  20       7.5 ObAGE CITY
                                                                  T/PO«ON« KESERvO.I*       091491
                                                                  BR3G  i.s MI 5 OF'ouRLiNGAMt"
                                                                  IIE^LES             21112;-*
                                                                   ooco  FEET  DEJTH  CLASS oo
DATE
FROM
TO
74/10/13
74/11/09
74/12/10
75/01/14
75/03/10
75/04/15
75/05/03
75/05/18
75/06/04
75/06/24
75/07/09
75/07/22
75/08/23
75/09/12
00630 00625
TIME OEPTi N02^N03 TOT KJEL
OF N-TOTAL N
DAY FEET
12
15
11
11
12
12
12
12
18
19
18
18
11
09
00
25
00
30
25
10
00
15
40
20
50
20
50
30
MU/L
1
0
0
1
0
0
0
0
1
1
0
0
0
0
.120
.910
.768
.160
.845
.735
.590
.660
.880
.400
.735
.510
.130
.105
MG/L
3.
0.
1.
3.
0.
0.
1.
1.
1.
0.
0.
2.
0.
0.
700
700
200
100
800
950
050
250
400
900
500
700
850
800
00610 00671 00665
NHT-N PnOi-DIS PHOS-TOT
TOTAL 0«'TnO
MG/L M'i/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
095
030
010
352
192
143
185
020
045
070
010
050
115
057
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
055
045
010
040
016
015
025
005K
045
045
010
010
010
030
MG/L P

0.090
0.030
0.160
0.050
0.080
0.110
0.060
0.220
0.130
0.050
0.070
0.070
0.115
 K VALUE KNOWN TO BE
 LESS THAN INDICATED

-------
ET RETRIEVAL DATE  7fc/05/04
                                                               2oiaci
                                                              38 <»2 45.0 095 48 05.0 4
                                                              SrflT^LER CREEK
                                                              20      7.5 OSAGE CITY
                                                              T/POMONA RESERVOIR       091491
                                                              SEC ^0 S*DG BELOW fluWLlNGAME STP
                                                              11F.PALES             21112C-*
                                                               0000 FEET  DEPTH  CLASS 00
OATE
FSOM
TO
74/10/13
7W11/09
7<4/12/10
75/01/14
75/02/11
75/03/10
75/04/15
75/05/03
75/05/18
75/06/04
75/06/24
75/07/09
75/07/22
75/08/23
75/09/12
TIME OEPT-
OF
DAY FEET
12
17
11
11
11
11
11
11
12
09
18
19
18
11
09
10
10
20
15
15
50
50
30
35
10
00
15
45
30
50
Ou63o 00625
1 N02sN03 TOT K.JEL
N-TOTAL N
MG/L
3
1
1
1
1
1
0
0
1
1
1
2
1
0
0
.700
.120
.120
.240
.900
.310
.870
.890
.300
.600
.450
.300
.450
.300
.210
MG/L
3
1
1
3
1
0
1
1
1
1
1
0
4
1
0
.700
,*00
.100
.700
.300
.700
.900
.750
.250
.800
.200
.600
.600
.400
.700
OC610 00671 00665
NM?-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
u.
0.
0.
0.
0.
0.
0.
0.
240
090
135
280
144
064
175
280
075
090
050
027
075
353
025
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
p
220
075
110
056
104
072
090
055
020
050
050
115
105
055
065
MG/L P
0.89S
0.150
0.170
0.170
0.270
0.160
0.210
0.250
0.110
0.310
0.220
0.170
' 0.210
0.130
0.160

-------
STO*ET RETRIEVAL DATE 76/05/04
                                                                   2012C2
                                                                  38  44 45.0  095  49  25.0  4
                                                                  s«uT2LER CREEK
                                                                  20       7.5  OSAGE  CITr
                                                                  T/PQMONA SESEr?VOlK        091491
                                                                  SEC *0 8ROG  A90VE  dUKLINGAME STP
                                                                  11E-ALES              2111204
                                                                   oooo FEET   DEPTH   CLASS  oo
DATE
FP.GH
TO
74/10/13
74/1 1/09
74/12/10
75/01/14
75/02/11
75/03/10
75/04/15
75/05/03
75/05/18
75/06/04
75/06/24
75/07/09
75/07/22
75/08/23
75/09/12
00630 00625
TIME DEPTh N02&N03 TOT KJEL
OF N-TCTAL N
DAY FEET
12
15
11
10
10
11
11
10
11
18
18
19
19
11
09
30
35
40
55
45
30
30
30
45
?Q
55
40
10
15
00
MG/L
1
1
0
1
1
1
0
0
1
1
1
1
1
0
0
.160
.000
.930
.240
.880
.155
.790
.750
.950
.500
.570
.880
.100
.340
.360
MG/L
2.
1.
1.
4.
1.
0.
1.
1.
1.
1.
1.
1.
0.
1.
0.
800
300
300
200
300
500
300
150
450
500
100
000
700
050
800
00610 00671 00665
Nrt3-N PriOS-OIS PhOS-TOT
TOTAL OP.THO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
200
050
030
200
080
040
165
390
120
Ot>5
065
030
020
070
070
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
b.
0.
0.
0.
0.
0.
0.
p
055
060
015
100
016
008
025
020
085
025
065
025
020
015
035
MG/L P

0.120
O.OSO
0.130
0.11C
0.030
0.060
0.150
0.220
0.240
0.250
0.060
C.050
0.100
0.170

-------
STO^ET RETRIEVAL DATE 7*,/05/'.'4
  DATE   TIME DEPTH N02&N03
  FROM    OF
   TO    DAY  FEET
74/10/13
74/11/09
75/01/14
75/02/11
75/03/10
75/04/15
75/05/03
75/05/18
75/06/04
75/06/24
75/07/09
75/07/22
11
13
10
09
09
09
14
10
17
17
17
19
00
50
05
40
30
55
00
45
30
15
40
30
                                                                   2U12D1
                                                                  38 43 30.0  095 37 45.0 4
                                                                  PLUMMER  CREEK
                                                                  20      7.5 LfNDON N»
                                                                  T/POMONA rtESE^VOI*       091491
                                                                  AT SftDG  OM  BLACKTOP ROAD
                                                                  11EPALES             211120-
                                                                   OOOC FEET   DEPTH  CLASS 00
0630
&N03
OT4L
G/L
o.eoo
0.672
1.060
0.900
0.320
0.085
0.360
0.185
0.670
0.530
0.290
0.045
00625
TOT KJEL
N
HG/L
2.200
1.400
1.800
1.500
1.000
1.000
2.300
0.900
1.100
0.600
0.350

00610
NH3-N
TOTAL
MG/L
0.060
0.03C
0.120
0.152
0.021
0.095
0.070
0.030
0.040
0.020
0.020
0.1 10
00671
PnOS-DlS
URTHO
MG/L P
O.C65
0.035
0.024
0.008K
0.008K
0.035
0.050
0.005K
0.030
0.030
0.010
0.005
00665
PhOS-TOT

MG/L P

0.050
0.100
0.040
0.010
0.035

0.040
0.160
0.090
0.040
0.050
  K  VALUE  KNOWN  TO  BE
  LESS  THAN  INDICATED

-------
STORET RETRIEVAL DATE  76/C5/04
                                                                  2012aA          PD2012BA     PQ00601
                                                                 38 46 00.0  095 45 30.0 4
                                                                 SC^ANTON
                                                                 20      7.5 8URLINGAME
                                                                 T/PQHONA RES.             091492
                                                                 DRAGOON CREEK
                                                                 11EPALES             2141204
                                                                  oooc FEET   DEPTH  CLASS oo
00630
DATE TIME DEPTH N02&N03
FROM OF N-TOTAL
TO DAY FEET
75/03/17 14 00
75/04/21 10 00
75/05/08 15 30
75/05/28 09 00
75/06/19 14 00
75/07/09 09 00
75/08/05 11 00
75/08/25 22 00
75/09/11 23 00
75/10/06 10 00
75/10/28 14 00
75/11/24 14 30
75/12/08 10 30
MG/L
0.320
0.450
0.300
0.050
0.050

7.200
0.100
0.050
0.025
0.100
0.250
0.300
00625
TOT KJEL
N
MG/L
1.200
3.400
3.500
3.300
2.400
2.500
4.700
9.000
11.400
11.000
9.700
10.000
11.000
00610 00671 00665 50051 50053
NH3-N PHOS-DIS OHOS-TOT FLO* CONDUIT
TOTAL OrtTttO RATE FLOw-MGD
MG/L
0.170
0.150
0.110
0.050K
0.050K

0.050K
0.050
0.050
0.025K
0.100
0.050
0.280
MG/L P
0.750
0.890
1.150
0.730
0.880

3.000
0.870
0.850
1.800
1.900
2.100
2.630
MG/L P INST MGD MONTHLY
0.870
1.100
1.600
1.200
1.600

3.900
1.600
1.500
2.600
2.700
3.000
4.800
 K VALUE KNOWN TO BE
 LESS THAN INDICATED

-------
STORET RETRIEVAL DATE 76/05/C4
                                                                  20126B          PD2012B6     "000652
                                                                 38 51 30.0 096 06 15.0 4
                                                                 ESKRIOGE
                                                                 20      KA6AUNSEE CO
                                                                 T/POMONA RES             091492
                                                                 DRAGOON CREEK
DATE
FROM
TO
75/01/16
75/02/21
75/03/18
75/04/18
75/05/19
75/06/16
75/07/15
75/08/14
75/09/19
75/10/21
75/11/21
75/12/18
76/01/15
00630
TIME DEPTH N02<*N03
OF N-TOTftL
DAY FEET
09
08
09
09
10
11
13
09
10
15
10
09
13
00
30
00
30
30
00
00
00
00
00
00
30
30
MG/L
0,
0.
0.
0.
0,
0,
0,
0,
0,
0,
0.
0.
0.
.320
.160
.080
,450
.050
.100
.075
.075
.175
.050
,225
.450
.650
00625
TOT KJEL
N
MG/L
15.000
23.000
7.600
10.500
12.000
6.900
3.900
8.100
10.000
13.000
13.000
6.000
28.000
11EPALES 2141204
0000 FEET DEPTH CLASS 00
00610 00671 00665 50051 50053
NH3-N PHOS-DI5 PHOS-TOT FLO* CONDUIT
TOTAL OSTHO RATE FLOw-MGD
MG/L
i
9
5
0
0
0
0
0
0
0
0
0
3
.400
.500
.700
.170
.050K
.076
.025K
.200
.063
.032
.110
.120
.900
MG/L
3.
5.
4.
2.
0.
1.
0.
0.
1.
0.
0.
0.
1.
P
700
900
900
000
870
600
590
800
100
860
760
740
600
MG/L P INST MGD MONTHLY
4
6
5
2
2
2
1
1
1
1
1
1
4
.600
.700
.600
.600
.500
.700
.050
.500
.900
.700
.800
.300
.700
 K VALUE KNOWN TO BE
 LESS THAN INDICATED

-------
STDRET RETRIEVAL DATE ?6/OS/0<*
                                                                  2012CA          AS2012CA     P001071
                                                                 38 44 40.0 095 49 30.0 4
                                                                 BURLINGAME
                                                                 20      7.5 BURLINGAME
                                                                 T/POMONA RES.            091491
                                                                 SHITZLER CREEK
                                                                 UEPALES             2141204
                                                                  0000 FEET  DEPTH  CLASS 00
DATE
FROM
TO
75/04/21
75/05/21
75/06/20
75/07/21
75/08/20
75/09/22
75/10/20
75/11/19
75/12/19
76/01/19
76/02/20
TIME DEPTH
OF
DAY
08
08
08
08
09
08
08
08
08
08
08

FEET
30
30
00
00
30
30
30
do
30
30
15
00630
N02S.N03
N-TOTAL
MG/L
3.150
5.250
6.400
10.500
10.500
0.200
16.000
4.730
7.300
2.300

00625
TOT KJEL
N
MG/L
8.900
7.200
2.200
7.600
6.500
30.000
14.000
28.000
5.800
21.000
20.000
00610
NH3-N
TOTAL
MG/L
0.064
0.063
0.072
0.210
0.260
10.000
1.200
9.800
0.025K
7.250

00671
PHOS-DIS
00665
PHOS-TOT
ORTHO
MG/L
1.
2.
J»
3.
7.
4.
11.
12.
3.


P
800
300
730
300
000
900
500
600
900


MG/L P
2.200
<».300
2.400
8.700
9.000
9.300
13.000
14.000
5.800
9.450

50051
FLOW
RATE
INST




0
0
0
0
0
0
0
MGD




.060
.060
.060
.060
.060
.060
.050
50053
CONDUIT
FLO*-MGD
MONTHLY




0.050
0.070
0.060
0.060
0.060
0.070
0.060
  K  VALUE  KNOWN TO BE
  LESS  THAN INDICATED

-------