U.S. ENVIRONMENTAL PROTECTION AGENCY
             NATIONAL EUTROPHICATION SURVEY
                      WORKING PAPER SERIES
                                            REPORT
                                              ON
                                           FIONA U\KE
                                         MUSKEGON COUNTY
                                           MICHIGAN
                                          EPA REGION V
                                       WORKING PAPER No, 202
        PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
                       An Associate Laboratory of the
           NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
                                and
     NATIONAL ENVIRONMENTAL RESEARCH  CENTER - LAS VEGAS, NEVADA
	697-O32

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                                    REPORT
                                      ON
                                   NONA LAKE
                                MUSKEGOH COUNTY
                                   MICHIGAN
                                 EPA REGION V
                             WORKING PAPER No, 202
       WITH THE COOPERATION OF THE
MICHIGAN DEPARTMENT OF NATURAL RESOURCES
                 AND THE
         MICHIGAN NATIONAL GUARD
             FEBRUARY, 1975

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                               CONTENTS
                                                           Page
  Foreword                                                  ii
  List of Michigan Study Lakes                              iv
  Lake and Drainage Area Map                                 v

  Sections
  I.   Conclusions                                            1
 II.   Lake and Drainage Basin Characteristics                4
III.   Lake Water Quality Summary                             5
 IV.   Nutrient Loadings                                      9
  V.   Literature Reviewed                                   14
 VI.   Appendices                                            15

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

OBJECTIVES

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

ANALYTIC APPROACH

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

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

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

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

LAKE ANALYSIS

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

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

ACKNOWLEDGMENT

    The staff of the National Eutrophication Survey  (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the Michigan Department of
Natural Resources for professional involvement and to the
Michigan National Guard for conducting the tributary sampling
phase of the Survey.

    A. Gene Gazlay, former Director, and David H. Jenkins, Acting
Director, Michigan Department of Natural Resources; and Carlos
Fetterolf, Chief Environmental Scientist, and Dennis Tierney,
Aquatic Biologist, Bureau of Water Management, Department of Natural
Resources, provided invaluable lake documentation and counsel during
the course of the Survey.  John Vogt, Chief of the Bureau of Environ-
mental Health, Michigan Department of Public Health, and his staff
were most helpful in identfying point sources and soliciting municipal
participation in the Survey.

    Major General Clarence A. Schnipke (Retired), then the Adjutant
General of Michigan, and Project Officer Colonel Albert W. Lesky,
who directed the volunteer efforts of the Michigan National Guardsmen,
are also gratefully acknowledged for their assistance to the Survey.

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                                IV
                  NATIONAL EUTROPHICATION SURVEY

                            STUDY LAKES

                         STATE OF MICHIGAN
LAKE NAME

Allegan Res.
Barton
Belleville
Betsie
Brighton
Caro Res.
Charlevoix
Chemung
Constantine Res,
Crystal
Deer
Ford
Fremont
Higgins
Holloway Res.
Houghton
Jordon
Kent
Long
Macatawa
Manistee
Mona
Muskegon
Pentwater
Pere Marquette
Portage
Randall
Rogers Pond
Ross
St. Louis Res.
Sanford
Strawberry
Thompson
Thornapple
Union
White
COUNTY

Allegan
Kalamazoo
Wayne
Benzie
Livingston
Tuscola
Charlevoix
Livingston
St. Joseph
Montcalm
Marquette
Washtenaw
Newago
Roscommon
Genesee, Lapeer
Roscommon
Ionia, Barry
Oakland
St. Joseph
Ottawa
Manistee
Muskegon
Muskegon
Oceana
Mason
Houghton
Branch
Mecosta
Gladwin
Gratiot
Midland
Livingston
Livingston
Barry
Branch
Muskegon

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                                                                                                         M  O N  A          LAKE

                                                                                                       X       Lake Sampling  Site
                                                                                                               Tributary  Sampling Site
                                                                                                       •       Sewage Treatment Facility
                                                                                                                                           5
                                                                                                                                          J Hi.
        43°10'
  Lake
Michigan \     86°15'
85"55'

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                             MONA LAKE
                          STORET NO. 2691

I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data show that Mona Lake is eutrophic.  Of the 35
        Michigan lakes sampled in November when essentially all were
        well-mixed, only one had greater mean total and dissolved
        phosphorus, and 13 had greater mean inorganic nitrogen; of
        the 41 Michigan lakes sampled, only six had more mean chloro-
        phyll a^, but 17 had less Secchi disc transparency*.
            Dissolved oxygen was depleted at 31 feet at station 2 in
        September and was depressed at about 20 feet at station 1 in
        June and September.
            Ketelle and Uttormark (1971) report that Mona Lake has a
        long history of algal blooms.
    B.  Rate-Limiting Nutrient:
            The results of the algal assay show that Mona Lake was nitro-
        gen limited in September, 1972.  The lake data indicate nitrogen
        limitation at the other sampling times as well.
    C.  Nutrient Controllability:
            1.  Point sources—During the sampling year, Mona Lake
        received a total  phosphorus load at a rate about eight times
* See Appendix A.

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the rate proposed by Vollenweider as "dangerous";  i.e.,  a  eu-
trophic rate (see page 13).  Now, Vollenweider's model may not
be applicable to water bodies with short hydraulic retention
times, and the mean.hydraulic retention time of Mona Lake  is
76 days.
    The sewage effluent of the only known point source impact-
ing Mona Lake (the City of Muskegon Heights) was diverted  to
a cropland spray-irrigation system in May of 1973  (Bastian,
1974).  However, prior to diversion, it is estimated that  this
source contributed about 84% of the total phosphorus load  reach-
ing Mona Lake during the sampling year.
    After diversion of the point source phosphorus load, it is
                                                        2
calculated that the loading rate was reduced to 0.88 g/m /yr;
and, while this rate is still in excess of the eutrophic rate
           2
of 0.68 g/m /yr, in view of the questionable applicability of
Vollenweider's model, it is believed the trophic condition of
Mona Lake will improve significantly once a new phosphorus
equilibrium becomes established.
    2.  Non-point sources—During the sampling year, it  is
estimated that non-point sources, including precipitation,
contributed only about 16% of the total phosphorus load  to
Mona Lake.
    The phosphorus export of Black Creek does not  appear to
have been excessive (see page 13) and is comparable to the

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exports of other Michigan streams sampled; e.g., Green Creek
and the Muskegon River tributary to nearby Muskegon Lake
(Working Paper No. 203).

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II.   LAKE AND DRAINAGE BASIN CHARACTERISTICS
     A.   Lake Morphometry :
         1.  Surface area:   695  acres.
         2.  Mean depth:   13.4 feet.
         3.  Maximum depth:   42  feet.
         4.  Volume:  9,313  acre-feet.
         5.  Mean hydraulic  retention  time:   76  days.
     B.   Tributary and Outlet:
         (See Appendix B  for flow data)
         1.  Tributaries  -
                                      i
             Name                             Drainage  area* Mean flow*
             Black Creek                            61.6  mi2    45.5 cfs
             Little Black Creek                      6.0  mi2      5.2 cfs
             Minor tributaries &                          2
              immediate drainage -                 13.4  mi     10.7 cfs
                          Totals                   81.0  mi2    61.4 cfs
         2.  Outlet -
             Black Creek                            82.1  mi2**  61.4 cfs
     C.   Precipitation***:
         1.  Year of sampling:  31.7  inches.
         2.  Mean annual:  30.0 inches.
 t MI Dept. Cons, lake inventory map  (1956);  mean depth  from Fetterolf  (1973)
 * Drainage areas are accurate within  ±5%; mean  daily  flows for  74% of  the
   sampling sites are accurate within  ±25% and the remaining sites up to
   ±40%; and mean monthly flows, normalized mean monthly flows,  and mean
   annual flows are slightly more accurate than  mean daily flows.
 ** Includes area of lake.
 *** See Working Paper No.  1, "Survey  Methods, 1972".

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III.   LAKE WATER QUALITY SUMMARY

      Mona Lake was sampled three times during the open-water season of
   >,y
  1972 by means of a pontoon-equipped Huey helicopter.  Each time, samples

  for physical  and chemical parameters were collected from two stations on

  the lake and  from a number of depths at each station (see map, page v).

  During each visit, a single depth-integrated (15 feet or near bottom to

  surface) sample was composited from the stations for phytoplankton identi-

  fication and  enumeration; and during the second visit, a single five-gallon

  .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_ analyses.  The maximum depths sampled were 20 feet at sta-

  tion 1 and 31 feet at station 2.

      The results obtained are presented in full  in Appendix C, and the

  data for the  fall sampling period, when the lake was essentially well-

  mixed, are summarized below.  Note, however, the Secchi  disc summary

  is  based on all values.

      For differences in the various parameters at the other sampling

  times, refer  to Appendix C.

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  A.  Physical and chemical characteristics:

                                      FALL VALUES
      Parameter

      Temperature (Cent.)
      Dissolved oxygen (mg/1)
      Conductivity (ymhos)
      pH (units)
      Alkalinity (mg/1)
      Total P (mg/1)
      Dissolved P (mg/1)
      N02 + NCL (mg/1)
      Ammonia fmg/1)
        (11/14/72)

Minimum       Mean
  6.3
  7.4
440
  7
  .8
84
 0.238
 0.179
 0.300
 0.420
      Secchi disc  (inches)     36

      Biological characteristics:
       6.5
      10.0
     441
       8.1
     105
       0.307
       0.241
       0.516
       0.448

ALL VALUES

      48
      1.  Phytoplankton* -

          Sampling
          Date

          09/19/72
          11/14/72
 Dominant
 Genera

 1.  Scenedesmus
 2.  Microcystis
 3.  Cyclotella
 4.  Stephanodiscus
 5.  Dinobryon
     Other genera

              Total

 1.  Stephanodiscus
 2.  Flagellates
 3.  Scenedesmus
 4.  Melosira
 5.  Chroococcus
     Other genera

              Total
Median

  6.5
 10.3
440
  8.3
108
  0.352
  0.284
  0.530
  0.430
                          48
Maximum

  6.8
 10.6
450
  8.4
114
  0.369
  0.292
  0.580
  0.480
                                    60
                            Number
                            per ml

                            4,141
                              778
                              307
                              289
                              199
                              760

                            6,474

                            4,792
                            1,358
                              717
                              491
                              415
                            1.246

                            9,019
The June sample was lost in shipment.

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2.  Chlorophyll  a^ -
    (Because of instrumentation problems during the 1972 sampling,
    the following values may be in error by plus or minus 20 percent.)
Sampling
Date
06/13/72
09/19/72
11/14/72
Station
Number
01
02
01
02
01
02
Chlorophyll a
(yg/1)



37.7
50.8
19.4
18.9
11.8
28.1
C. Limiting Nutrient Study:
1. Autoclaved,
Spike (mg/1
Control
0.010 P
0.020 P
0.050 P
0.050 P +
0.050 P +
10.0 N
2. Discussion
filtered, and nutrient
Ortho P
) Cone, (mg/1)
0.490
0.500
0.510
0.540
5.0 N 0.540
10.0 N 0.540
0.490
-
The control yield of the assay
spiked -
Inorganic N
Cone, (mg/1)
0.990
0.990
0.990
0.990
5.990
10.990
10.990


Maximum yield
(mg/1 -dry wt.)
31.6
28.1
29.6
24.7
137.2
153.2
164.9

alga, Selenastrum capri-
cornutum, indicates that the potential primary
productivity
    of Mona Lake was very high at the time the assay sample was
    collected (09/19/72).  Also, the lack of significant change
    in yields with increased levels of orthophbsphorus, until
    nitrogen was also added, indicates that Mona Lake was nitro-
    gen limited at the time the assay sample was collected.  Note

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                     8
that the addition of only nitrogen resulted in a yield far
greater than the control.
    Nitrogen limitation is also indicated by the lake data;
i.e., the nitrogen to phosphorus ratios were less than 4 to
1  at all sampling times.

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IV.   NUTRIENT LOADINGS
     (See Appendix D for data)
     For the determination of nutrient loadings,  the  Michigan  National
 Guard collected .monthly near-surface grab samples  from each of  the  tribu-
 tary sites indicated on the map (page v), except for the  high runoff
 months, when two  samples were collected,  and the colder months  when sam-
 ples were not taken at B-l  because of low flows.  Sampling was  begun in
 October, 1972, and was completed in September, 1973.
     Through an interagency agreement, stream flow estimates for the year
 of sampling and a "normalized" or average year were  provided  by the Michi-
 gan District Office of the U.S. Geological Survey for the tributary sites
 nearest the lake.
     In this report, nutrient loads for the lake outlet and Black Creek
 were determined by using a modification of a U.S.  Geological  Survey com-
 puter program for calculating stream loadings*.   However, the nutrient
 loads calculated  for Little Black Creek were less  than the estimated
 Muskegon Heights  loads to the creek, so the non-point nutrient  loads
 for Little Black  Creek and the unsampled  "minor tributaries and immediate
 drainage" ("ZZ" of U.S.G.S.) were estimated by using the  nutrient loads,
          2
 in  Ibs/mi /yr, in Black Creek at station  A-2 and multiplying  by the Little
                               2
 Black Creek and ZZ areas in mi .
   See  Working Paper No.  1.

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                                 10
    The operation of Muskegon Heights wastewater treatment plant was
discontinued in May of 1973, when the Muskegon County land-disposal
system became operative.  Therefore, the nutrient loads attributed
to the Muskegon Heights STP were estimated at 2.5 Ibs P and 7.5 Ibs
N/capita/yr and were adjusted for the eight months of operation that
occurred during the sampling year (it is noted that nutrient concen-
trations in Little Black Creek below the STP had not diminished appre-
ciably through September, 1973).
    A.  Waste Sources:
        1.  Known municipal -
                       Pop.*                  Mean**     Receiving
        Name           Served    Treatment    Flow (mgd) Hater
        Muskegon       17,304    (land disp.)   1.730    Little Black Creek
         Heights
        2.  Industrial - Unknown
* 1970 Census.
** Estimated at 100 gal/capita/day.

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                                 11
    B.  Annual Total Phosphorus Loading - Sampling Year:
        1.  Inputs -
                                              Ibs P/         % of
            Source                            yr	         total
            a.  Tributaries (non-point load) -
                Black Creek                    4,000          11.7
                Little Black Creek               390           1.1
            b.  Minor tributaries & immediate
                 drainage (non-point load) -     870           2.5
            c.  Known municipal STP's -
                Muskegon Heights (8 mos.)     28,840          84.1
            d.  Septic tanks* -                   90           0.3
            e.  Known industrial - None
            f.  Direct precipitation** -         110           0.3
                         Total                34,300         100.0
        2.  Outputs -
            Lake outlet - Black Creek         25,810
        3.  Net annual P accumulation - 8,490 pounds
* Estimate based on 150 lakeshore dwellings; see Working Paper No. 1
** See Working Paper No. 1.

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                                   12
    C.  Annual Total Nitrogen Loading - Sampling Year:
        1.   Inputs -
                                              Ibs N/         % of
            Source                            yr	         total
            a.  Tributaries (non-point load) -
                Black Creek                   155,640         51.7
                Little Black Creek             15,160          5.0
            b.  Minor tributaries & immediate
                 drainage (non-point load) -   33,860         11.2
            c.  Known municipal STP's -
                Muskegon Heights (8 mos.)      86,520         28.7
            d.  Septic tanks* -                 3,520          1.2
            e.  Known industrial - None
            f.  Direct precipitation** -        6,700          2.2
                         Total                301,400        100.0
        2.   Outputs -
            Lake outlet - Black Creek         218,130
        3.   Net annual N accumulation - 83,270 pounds
* Estimate based on 150 lakeshore dwellings; see Working Paper No. 1
** See Working Paper No. 1.

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                             13
D.,  Mean Annual Non-point Nutrient Export by Subdrainage Area:
                                                  2              2
    Tributary                             Ibs P/mi /yr   Ibs N/mi  /yr
   •Black Creek                                65            2,527
E.  Yearly Loading Rates:
        In the following table, the existing phosphorus loading
    rates are compared to those proposed by Vollenweider (in press).
    Essentially, his "dangerous" rate is the rate at which the
    receiving waters would become eutrophic or remain eutrophic;
    his "permissible" rate is that which would result in the
    receiving water remaining oligotrophic or becoming oligo-
    trophic if morphometry permitted.  A mesotrophic rate would
    be considered one between "dangerous" and "permissible".
        Note that Vollenweider's model may not be applicable to
    water bodies with very short hydraulic retention times.
                               Total Phosphorus       Total Nitrogen
Units
Ibs/acre/yr
grams/m2/yr
Total
49.4
5.53
Accumulated
12.2
1.37
Total
433.7
48.6
Accumulated
119.8
13.4
    Vollenweider loading rates for phosphorus
     (g/m2/yr) based on mean depth and mean
     hydraulic retention time for Mona Lake:
        "Dangerous"  (eutrophic rate)       0.68
        "Permissible"  (oligotrophic rate)  0.34

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                                 14
V.  LITERATURE REVIEWED

    Bastian, Robert K., 1974.  Personal communication (Muskegon County
        wastewater management systems).  EPA Proj. Support Off., Muskegon.

    Fetterolf, Carlos, 1973.  Personal communication (mean depth of
        Mona Lake).  MI Dept. Nat. Resources, Lansing.

    Ketelle, Martha 0., and Paul D. Uttormark, 1971.  Problem lakes
        of the United States.  EPA Water Poll. Contr. Res. Ser.,
        Proj. 16010 EHR.

    Vollenweider, Richard A. (in press).  Input-output models.  Schweiz.
        Z. Hydro1.

    Wasbottom, Thomas, P., 1973.  Treatment plant questionnaire
        (Muskegon Heights STP).  MI Dept. Nat. Resources, Lansing.

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                                 15





VI.  APPENDICES
                            APPENDIX  A
                           LAKE RANKINGS

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LAKE DATA TO BE USED IN RANKINGS


LAKE
CODE  LAKE NAME

26AO  HOLLOWAY RESERVOIR

26A1  CARO RESERVOIR

26A2  80AKDMAN HrORO POND

2603  ALLEGAN LAKE

2606  BARTON LAKE

2609  BELLEVILLE LAKE

2610  BETSIE LAKE

2613  BRIGHTON LAKE

2617  LAKE CHAP.LEVOIX

2618  LAKE CHEMUNG

2621  CONSTANTINE RESERVOIR

2629  FORD LAKE

2631  FREMONT LAKE

2640  JORDAN LAKE

26*3  KENT LAKE

2648  LAKE MACATAWA

2649  MANISTEE LAKE

2659  MUSKEGON LAKE

2665  PENTKATER LAKE

2671  RANDALL LAKE

2672  ROGERS PONO

2673  ROSS RESERVOIR

2674  SANFORD LAKE

2683  THORNAPPLE LAKE

2685  UNION LAKE

2688  WHITE LAKE

2691  MONA LAKE

2692  LONG LAKE
MEAN
TOTAL P
0.062
0.117
0.006
0.123
0.121
0.118
0.025
0.109
0.007
0.044 '
0.027
0.105
0.372
0.180
0.040
0.197
o.oia
0.087
0.027
0.246
0.026
0.034
0.016
0.042
0.083
0.027
0.307
0.163
-FALL VALUtS-
MEAN
DISS P
0.043
0.022
O.OOS
0.057
0.086
0.048
0.008
0.073
0.006
0.014
0.008
0.058
0.342 '
0.144
0.015
0.120
0.010
0.043
0.017
0.183
0.015
0.021
0.008
0.032
0.064
0.019
0.241
0.148
MEAN
INORG N
1.461
3.835
0.358
1.168
1.489
1.420
0.273
1.015
0.230
0.132
0.910
1.536
1.406
1.998
0.417
2.358
0.304
0.469
0.496
0.818
0.183
0.460
0.307
1.737
1.252
0.367
0.963
0.749
500-
MEAN SEC
439.375
473.000
363. 500
470.222
456.167
465.250
461.667
456.000
351.250
404.333
456.167
456.167
441.667
427.667
455.000
477.600
451.333
436.444
430.667
457.333
435.500
465.333
458.750
442.833
455.500
417.778
451.667
418.400
MEAN
CHLORA
10.678
11.967
1.267
20.311
27.800
28.262
4.567
44.233
3.008
13.483
39.317
14.733
28.500
20.517
33.944
25.600
6.317
9.511
16.083
27.217
8.133
10.383
13.791
14.650
15.667
9.211
27.783
10.067
15-
MIN DO
9.200
9.500
6.600
12.600
14.850
8.200
7.400
7.500
9.240
14.800
7.500
14.000
14.800
14.900
13.000
12.200
11.380
14.800
14.800
8.020
9.600
8.200
8.300
10.800
8.200
13.400
14.100
13.600

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LAKE DATA TO BE USED IN RANKINGS


LAKE
CODE  LAKE NAME

2693  ST LOUIS RESERVOIR

2694  CRYSTAL LAKE

2695  HIGGINS LAKE

2696  HOUGHTON LAKE

2697  THOMPSON LAKE

2698  PERE MARQUETTE LAKE

2699  STRAWBERRY LAKE
MEAN
TOTAL P
0.134
0.009
0.007
0.018
0.043
0.032
0.069
r AUL. v«i_uc:
MEAN
OISS P
0.093
0.006
0.005
0.008
0.029
0.024
0.050
MEAN
INORG N
1.227
0.164
0.058
0.136
0.436
0.346
0.567
500-
MEAN SEC
462.667
380.000
268.500
420.833
407.889
448.667
419.800
MEAN
CHLORA
5.583
2.986
1.043
9.217
11.967
11.833
11.117
15-
MIN "DO
8.420
13.000
9.400
8.200
14.800
8.600
13.600

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PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF LAKES KITH HIGHER VALUES)
LAKE
CODE  LAKE NAME
26AO  HOLLOWAY RESERVOIR
26Ai  CARO RESERVOIR
26A2  BOAROMAN HYDRO POND
2603  ALLEGAN LAKE
2606  BARTON LAKE
2609  BtLLEVRLE LAKE
2610  BETSIE LAKE
2613  BRIGHTON LAKE
2617  LAKE CHARLEVOIX
2618  LAKE CHEMUNG
2621  CONSTANTINE RESERVOIR
2629  FORD LAKE
2631  FREMONT LAKE
26<>0  JORDAN LAKE
26*3  KENT LAKE
2648  LAKE MACATAWA
26*9  MANISTEE LAKE
2659  MUSKEGON LAKE
2665  PENTWATER LAKE
2671  RANDALL LAKE
2672  ROGtRS POND
2673  ROSS RESERVOIR
2674  SANFORD LAKE
2683  TMORNAPPLE LAKE
2685  UNION LAKE
26B8  WHITE LAKE
2691  MONA LAKE
2692  LONG LAKE
MEAN MEAN
TOTAL P UISS P
46 (
29 (
97 (
20 (
23 (
26 (
77 (
31 (
91 (
49 (
71 <
34 (
0 (
11 (
57 (
9 (
80 (
37 (
69 (
6 (
74 (
60 (
86 (
54 <
40 (
66 I
3 (
14 (
16)
10)
34)
7)
6)
9)
27)
11)
32)
17)
25)
12)
0)
4)
20)
3)
28)
13)
24)
2)
26)
21)
30)
19)
14)
231
1)
5)
43
54
97
31
20
37
77
23
91
71
83
29
0
11
69
14
74
•40
63
6
66
57
80
46
26
60
3
9
( 15)
( 19)
( 34)
( 11)
( 7)
( 13)
( 27)
I 8)
( 32)
( 25)
( 29)
( -10)
( 0)
( 4)
( 24)
( 5)
( 26)
( 14)
( 22)
( 2)
I 23)
( 20)
( 28)
( 16)
( 9)
( 21)
( 1)
( 3)
MEAN
INORG N
17
0
69
31
14
20
80
34
83
94
40
11
23
6
63
3
77
54
51
43
86
57
74
9
26
66
37
46
( 6)
( 0)
1 24)
( 11)
( 5)
( 7)
< 28)
( 12)
< 29)
( 33)
( 14)
( 4)
I 8)
( 2)
( 22)
< 1)
< 27)
( 19)
( 18)
( 15)
( 30)
( 20)
( 26).
( 3)
( 9)
( 23)
( 13)
( 16)
500-
MEAN
57
3
91
6
29
11
17
34
94
86
29
29
54
69
40
0
46
60
66
23
63
9
20
51
37
80
43
77
(
(
(
(
(
(
(
<
(
(
(
(
(
(
(
I
(
(
(
(
(
(
(
(
(
<
(
(
SEC
20)
1)
32)
2)
9)
4)
6)
12)
33)
30)
9)
9)
19)
24)
14)
0)
16)
21)
23)
8)
22)
3)
7)
18)
13)
2B)
15)
27)
"ALL VALUtS
MEAN
CHLORA
60
49
94
29
14
11
86
0
89
46
3
37
9
26
6
23
80
69
31
20
77
63
43
40
34
74
17
66
( 21)
( 17)
I 33)
( 10)
( 5)
( 4)
( 30)
( 0)
( 31)
( 16)
( 1)
< 13)
I 3)
( 9)
( 2)
( 8)
( 28)
( 24)
( 11)
( 7)
( 27)
( 22)
( 15)
( 14)
( 12)
< 26)
( 6)
( 23)
15-
MIN
63 (
54 (
97 (
40 (
3 (
79 ("
94 (
90 (
60 (
11 (
90 (
23 (
11 (
0 (
36 (
43 (
46 <
11 (
11 (
86 (
51 <
79 (
71 (
49 (
79 (
31 (
20 (
27 (
DO
22)
191
34)
14)
1)
26)
33)
31)
21)
2)
31)
8)
2)
0)
12)
15)
16)
2)
2)
30)
18)
26)
25)
17)
26)
11)
7)
9)
INDEX
NO
286
189
545
157
103
184
431
212
508
357
316
163
97
123-
271
92
403
271
291
184
417
325
374
249
242
377
1£3
239

-------
PERCENT Of LAKES WITH HIGHER VALUES (NUMBER Or LAKES WITH HIGHER VALUES)
LAKE
CODE  LAKE NAME

2693  ST LOUIS RESERVOIR

2694  CRYSTAL LAKE

2695  HIGGINS LAKE

2696  HOUGHTON LAKE

2697  THOMPSON LAKE

2698  PERE MARQUETTE LAKE

2699  STRAWBERRY LAKE
MEAN MEAN
TOTAL P UISS P
17
89
94
83
51
63
43
( 6)
(3D
( 33)
( 29)
( 18)
( 22)
( 15)
17
89
94
B6
49
51
34
( 6)
( 31)
( 33)
( 30)
( 17)
( 18)
( 12)
MEAN
INORG N
29
89
97
91
60
71
49
( 10)
( 31)
( 34)
( 32)
( 21)
( 25)
( 17)
500-
MEAN
14 (
89 (
97 (
71 (
63 (
49 (
74 (
SEC
5)
3D
34)
25)
29)
17)
26)
MEAN 15-
CHLORA MIN DO
83
91
97
71
51
54
57
( 29)
( 32)
( 34)
( 25)
( 18)
( 19)
( 20)
69
36
57
79
11
66
27
( 24)
( 12)
( 20)
( 26)
( 2)
( 23)
( 9)
INDEX
NO
229
483
536
481
305
354
204

-------
     APPENDIX B
TRIBUTARY FLOW DATA

-------
                                   TRIBUTARY FLOW INFORMATION FOK MICHIGAN
                                                                                           2/3/75
LAKE CODE 2691
MCJNA LAKE
     TOTAL DRAINAGE AREA OF LAKE(SO MI)
          SUB-DRAINAGE
TRIBUTARY  AREAISQ MI)
                          JAN
                                  FF.B
                                           82.1U
                                          MAR
                                                  APR
                                                          MAY
                                             NORMALIZED FLOWS(CFS)
                                               JUN     JUL     AUG
                                                                                          SEP
                    OCT
                                                                                                           NOV
                                                                                                                   DEC
                                                                                                                          MEAN
2691A1
2691A2
2691B1
26912Z
82.10
61.60
6.00
14.50
56.00
41.00
5.50
10.00
62.00
45.00
6.40
11.00
87.00
64.00
8.30
15.00
117.00
87.00
9.60
20.00
77.00
58.00
5.70
13.00
54.00
41.00
4.20
9.00
40.00
30.00
2.80
7.00
38.00
28.00
2.20
7.00
40.00
30.00
2.60
7.00
46.00
34.00
3.80
8.00
58.00
43.00
5.20
10.00
63.00
46.00
6.20
11.00
61.43
45.54
5.20
10.65
                        TOTAL DRAINAGE AREA OF LAKE =
                        SUM OF SUB-DRAINAGE AREAS   =

     MEAN MONTHLY FLOWS AND DAILY FLOWS(CFS)
TRIBUTARY   MONTH   YEAR
2691A1
                                       82.10
                                       82.10
2691A2
10
11
12
1
2
3
4
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
8
9
72
72
72
73
73
73
73
73
73
73
73
73
72
72
72
73
73
73
73
7J
73
73
73
73
                                                                   SUMMARY
N FLOW
79.00
81.00
64.00
122.00
85.00
157.00
114.00
121.00
62.00
41.00
45.00
38.00
34.00
56.00
44.00
84.00
59.00
111.00
79.00
86.00
42.00
28.00
30.00
26.00
DAY
29

3
7
4
4
6
15
3
10
27
28
29

3
7
t
4
6
15
3
10
27
28
KLOW
100.00

59.00
95.00
127.00
165.00
116.00
96.00
89.00
41.00
45.00
42.00
69.00

40.00
66.00
88.00
116.00
81.00
70.01)
60.00
28.00
30.00
29.00
DAY






27

23
23
28







27

23
23
28

FLOW






87.00

43.00
34.00
40.00







61.00

29.00
23.00
27.00

TOTAL FLOW IN
TOTAL FLOW OUT
                                                                                       FLOW
737.50
738.00
                                                                            24
                                                                                      34.00
                                                                            24
                                                                                      23.00

-------
                                               FLUA/  InFO^AT lOi'J rOK MICrtit»Ai>i                  2/3/7b

LAKE CODE  3691      MuNA LrtftE

     MEAN  MONTHLY FLOftS AND JAlLlT  KLOdS(Ci-b)

ThUBUTAHY    MONTH   rtAri    MEAN FLOvK  i)AY          rU)*   UAl         ht_OW   UAY         FLOrt

2b9lHl        10      7,?
              11      /2
              12      72
               1      f3
               2      7J
               3      73
               4      73          Ib.JO    b         lb.00    27         11.00
               5      73
               6      73          4.70    3         1^.00    2J          /.OO
               7      73          6.20   10          6.uO    23         b.OO    24         5.00
               8      73          6.8-J   27          7.0J    28         b.OO
               9      73
2b9izz        10      ta
              11      72
              IP      72
               1      73
               2      73
               3      7J
               4      73
               b      73
               b      73
               7      7j
               fl      73
               9      73
11. yO
11.00
9.40
Ib.UU
11. JO
19.00
1 b . j 0
15.^/0
9.70
6.20
6.8-J
5. 10
1 4 • (.' 0
14.00
11.00
22.00
15. Uu
27.00
20.00
20.00
10.00
7.00
a. oo
7.00
29

3
1
<+
<4
b
ID
3
10
27
28












14. OJ

9.oO
12. Ou
Ib.uo
20.00
lb.00
12.00
14.00
b. uO
7.0 J
b.uo


















27

2J
23
28














-------
        APPENDIX C
PHYSICAL and CHEMICAL DATA

-------
STORET RETRIEVAL DATE 75/02/04

DATE
FROM
TO
72/06/13

72/09/19



72/11/14




TIME DEPTH
OF
DAY FEET
12 30 0000
12 30 OU18
12 25 0000
12 25 0004
12 25 0015
12 25 0020
12 45 0000
12 45 0004
12 45 0012
12 45 0018
00010
WATER
TEMP
CENT
19.7
17.7

20.1
19.8
19.3

6.3
6.3
6.3
00300
DO

MG/L
9.0
4.2

9.0
6.8
4.7

10.3
10.2
10.2
                      32217
  DATE   TIME DEPTH CHLRPHYL
  FROM    OF           A
   TO    DAY  FEET    UG/L

72/06/13 12 30 0000     37.7J
72/09/19 12 25 0000     19.4J
72/11/14 12 45 0000     11.8J
                                                                  269101
                                                                 43 11 00.0 086 14 00.0
                                                                 MONA LAKE
                                                                 26      MICHIGAN
11EPALES

00300
DO

MG/L
9.0
4.2

9.0
6.8
4.7

10.3
10.2
10.2

00077
TRANSP
SECCHI
INCHES
38

60



48




00094
CNOUCTVY
FIELD
MICROMHO
540
550
415
425
430
440
440
440
440
440
5
00400
PH

su
9.30
8.95
9.00
9.00
8.80
8.18
7.80
7.80
7.80
7.80
2111202
0018 FEET DEPTH
00410
T ALK
CAC03
MG/L
114
120
112
112
113
118
105
103
103
84
00630
N02&N03
N-TOTAL
MG/L
0.310
0.250
0.260
0.260
0.270
0.150
0.580
0.570
0.570
0.300
00610
NH3-N
TOTAL
MG/L
0.260
0.980
0.200
0.200
0.400
1.240
0.480
0.480
0.480
0.470
00665
PHOS-TOT

MG/L P
0.438
0.620
0.341
0.349
0.416
0.570
0.242
0.240
0.238
0.244
00666
PHOS-OIS

MG/L P
0.387
0.540
0.302
0.308
0.359
0.523
0.187 '
0.186
0.181
0.179
  j  VALUE KNOWN  10 BE  IN  ERROR

-------
STORET RETRIEVAL DATE 7o/02/04
  DATE   TIME DEPTH
  FROM    OF
   TO    DAY  FEET

72/06/13 01 00 0000
         01 00 0010
72/09/19 12 50 0000
         12 50 0004
         12 50 0015
         12 50 0022
         12 50 0031
72/11/14 13 00 0000
         13 00 0004
         13 00 0015
         13 00 0022
         13 00 U030
                      32217
  DATE   TIME DEPTH CHLRPHYL
  FROM    OF           A
   TO    DAY  FEET    UG/L

72/06/13 01 00 0000     50. 8J
72/09/19 12 50 UOOO     1B.9J
72/11/14 13 00 0000     28. U
00010
WATER
TEMP
CENT
20.0
18.4
20.1
19.9
19.1
17. J
6.7
6.7
6.8
6.5
00300
DO

MG/L
8.6
7.6
9.1
6.9
0.9
0.0
10. b
ID. 4
10.6
7.4
 00077     00094
TRANSP   ClMDUCFVY
SECCHI   FIELD
INCHES   M1CROMHO
     36

     bu





     48
430
44U
422
<»20
428
440
460
450
440
440
440
44U
                                                                  269102
                                                                 <*3  10 UO.O 086  17 00.0
                                                                 MONA LAKE
                                                                 26      MICHIGAN
HEPALES
5
00400
PH

SU
9.30
9.40
8.90
8.95
8.85
7.87
7.70
8.30
8. tO
8.40
8.40
8.30

00410
T ALK
CACJ3
MG/L
115
116
116
114
114
118
130
114
111
112
109
108
2111202
0014
00630
N026.N03
N-TOTAL
MG/L
0.180
0.190
0.230
0.220
0.210
0.140
0.050
0.540
0.530
0.520
0.520
0.510
FEET DEPTH
00610
NH3-N
TOTAL
MG/L
0.190
0.260
0.220
0.170
0.310
0.760
4.360
0.420
0.420
0.420
0.430
0.430
00665
PHOS-TOT

MG/L P
0.378
0.369
0.426
0.422
0.442
0.459
1.420
0.362
0.361
0.369
0.352
0.359
00666
PHOS-DIS

MG/L P
0.335
0.347
0.383
0.386
0.394
0.368
1.020
0.292
0.284
0.287
0.286
0.284
  J  VALUE KNOHN  TO  oE  I J  r.

-------
  APPENDIX D
TRIBUTARY DATA

-------
STORET RETRIEVAL DATE 75/0?/04
                                                                  2691A1          LS2691A1
                                                                 43 10 00.0 036 17 30.0
                                                                 BLACK CREEK
                                                                 26      15 LAKE HAKBOK
                                                                 0/MONA LAKE
                                                                 LAKE HArtBOR RO BKOG AT LAKEHARBOK
                                                                 11EPALES             2111204
                                                                 t                   0000 FEET  DEPTH
DATE
FROM
TO
72/10/29
72/12/03
73/01/07
73/02/04
73/03/04
73/04/06
73/04/27
73/05/15
73/06/03
73/06/23
73/07/10
73/07/24
73/08/28
73/09/28
00630 00625
TIME DEPTH U02e>N03 TOT KJtL
OF iM-TOTAL N
DAY FEET
09
09
10
09
10
16
13
11
07
14
16
08
07
13
45
25
25
40
20
?0
35
00
15
00
20
00
50
05
MG/L
0
0
1
1
1
0
0
u
0
0
0
0
0
J
.530
.820
.060
.120
.360
.970
.660
.580
.190
.096
.105
.010K
.026
.09^
MG/L
1.
1.
1.
0.
0.
1.
2.
1.
0.
1.
1.
1.
1.
1.
500
470
000
780
960
26J
ll)0
luO
940
100
200
600
170
150
00610 00671 00665
NH3-N HHOS-OIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
u .
0.
0.
0.
0 .
0.
0.
0 •
0 .
0.
240
460
240
231
210
029
037
129
012
027
026
023
250
330
MG/L
0.
0.
0.
o .
0.
0.
0.
0.
0.
0.
0.
0 .
0.
0 .
p
294
240
069
052
035
OSes
042
lib
054
092
115
147
273
252
MG/L r3
0.399
0.294
0.105
u .035
0.080
0.155
0.135
0.1/5
0.140
0.175
u.230
0.240
0.370
0.350
   K VALUE KNOWN TO BE
   LESS THAN INDICATED

-------
STfWET RETRIEVAL DATE 75/0?/0<+
                                                                   26*iA2          LS2691A2
                                                                  43  ll  00.0  OHo 13 30.0
                                                                  BLACK  CKEEK
                                                                  26       15  MUSKEGON
                                                                  1/MONA LAK.L
                                                                  US  bK  31  UKUG E LAKE NE MUSKEGON AIKPOKT
                                                                  11EPALES              2111204
                                                                  4                   0000 FEET  DEPTH
DATE
FROM
TO
72/10/29
72/12/03
73/01/07
73/02/0-4
7J/03/04
73/04/06
73/0^/27
73/05/15
73/06/03
73/06/23
73/07/10
73/07/23
73/08/27
73/09/26
00630 03625
TIME DEPTH N02MM03 TOT KJEL
OF" N-TOTAL N
UAY FEET MG/L MG/L
09
09
09
09
09
15
12
10
14
14
16
17
16
12
?5
10
50
10
45
35
50
35
00
15
05
25
20
20
0
o
0
0
0
0
u
\J
J
0
0
0
1
0
.7^0
.707
.950
.800
.710
.7^0
.710
.740
.690
.800
• tid'J
.690
.000
.96o
3.
1.
0.
0.
1.
0.
0.
0.
o.
0.
0.
0 .
1.
0.
?00
2bo
9<+0
d40
000
H65
9.?u
650
960
n60
560
690
20 U
935
6061u 00671 00665
Nr13-N HHUS-OI5 PhOb-TOT
TOTAL OKTHO
MG/L MG/L P MG/L r>
0
0
0
0
u
:J
0
0
u
•j
0
L!
•J
J
.231
.320
.170
.270
.357
.200
.13b
.170
. lor
«21o
.OH 7
. 110
.135
.Hl5
0 .
0.
0.
0.
0 .
0.
0.
0 .
0.
0.
0.
0.
u.
0.
005K
020
018
020
029
017
017
021
026
021
017
018
016
02<+
0.0 3«
0.0^2
0.037
0.040
0.057
0.035
0.035
0.040
0.075
0.045
0.0-+0
0.030
0.040
0.065
  K VALUE KNOWN TO BE
  LESS THAN INDICATED

-------
STORET RETRIEVAL DATE 7b/C2/J4
                                                                  269ltfl           L52691B1
                                                                 43 11  00.0  086 14 30.0
                                                                 LITTLE BLACK CREEK
                                                                 26      15  MUSKEGON
                                                                 T/MONA LrtKE
                                                                 CITf  BROG S MUSKtGON HEIGHTS
                                                                 11EPALES             2111204
                                                                 t                   0000 FEET
DEPTH
DATE
FROM
TO
73/02/04
73/03/04
73/04/06
73/04/27
73/05/15
73/06/03
73/06/23
73/07/10
73/07/23
73/08/27
73/09/28
00630 00625
TIME DEPTH N02NN03 TOT KJtL
OF N-TOTAL N
DAY FEET
09
09
16
13
10
13
14
15
17
16
12
05
35
00
00
20
45
10
50
20
15
10
MG/L
2
2
1
1
3
0
3
6
/
8
11
.800
.800
.460
.800
.600
.780
.400
.200
.900
.800
.UuO
MG/L
4.
3.
0.
0.
4.
2.
2.

2.
0.
1.
400
400
640
690
900
SCO
360

300
580
320
J0610 00671 00665
NM3-N HriOS-DIS PHOb-TOT
TOTAL OkTHO
MG/L
2.
2.
0.
0.
3.
0.
u .

0.
0.
1.
900
500
060
042
200
370
950

378
<*90
o20
MG/L
0.
0.
0.
0.
1.
0.
0.
0.
0.
u.
0 .
H
820
620
023
018
020
210
169
650
250
260
399
MG/L P
1.450
1.050
0.040
0.03u
1.570
1.050
O.b25
2.050
0.790
0.360
0.730

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