U.S. ENVIRONMENTAL PROTECTION AGENCY
        NATIONAL EUTROPHICATION SURVEY
                  WORKING PAPER SERIES
                                       REPORT
                                        ON
                                     HOUGHTON LAKE
                                           COUNTY
                                     EPA REGION V
                                 WORKING PAPER No, 196
   PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
                  An Associate Laboratory of the
      NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
                           and
NATIONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA

-------
                                   REPORT
                                     ON
                                HOUGHTON LAKE
                              ROSCOfTO COUNTY
                 314          •  MICHIGAN
                                EPA REGION V
                            WORKING PAPER No, 196
       WITH THE COOPERATION OF THE
MICHIGAN DEPARTMENT OF NATURAL RESOURCES
                 AND THE
         MICHIGAN NATIONAL GUARD
             FEBRUARY, 1975

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

  Sections
  I.   Conclusions                                            1
 II.   Lake and Drainage Basin  Characteristics                 3
III.   Lake Water Quality Summary                             4
 IV.   Nutrient Loadings                                      7
  V.   Literature Reviewed                                   13
 VI.   Appendices                                            14

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

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

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.

-------
                                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

-------
                                                                             44°25'	
                                                                             Little
                                                                           Mud Lake
                                                                            Flooding
Nellsville
     HOUGHTON  LAKE

® Tributary San.pl ipq Site

x  Lake Samplinq Lite

f Direct Drainage Area

•i2J Urban Area
   0      1       2
              Scale
84 50
                           3 Mi
                           84,45
                                                          f'ichigan
                                                                              44 15-
                                                               Map  Location
                                                       84°40'

-------
                           HOUGHTON LAKE
                          STORE! NO. 2696

I.  CONCLUSIONS
    A.  Trophic Condition:
            Considering only the Survey lake data, it could be concluded
        that Houghton Lake is mesotrophic; e.g., of the 35 Michigan lakes
        sampled in November when essentially all were well-mixed,  four
        had less mean dissolved phosphorus, five had less mean total
        phosphorus, and only two had less mean inorganic nitrogen*.  How-
        ever, on the basis of a recently completed 2-year study, personnel
        of the Michigan Department of Natural Resources consider the  lake
        to be eutrophic; although they report that the eutrophic condition
        is not typical in that Houghton Lake exhibits few, if any, of the
        adverse conditions usually associated with eutrophic water bodies
        (Tierney, 1974).
    B.  Rate-Limiting Nutrient:
            There was a significant loss of inorganic nitrogen in  the
        algal assay sample, and the results are not indicative of  con-
        ditions in the lake at the time the sample was collected.
            The lake data indicate phosphorus limitation in September
        and November but possible nitrogen limitation in June.
    C.  Nutrient Controllability:
            1.  Point sources—During the sampling year, Houghton  Lake
        received a total phosphorus load at a rate less than one-half
* See Appendix A.

-------
that proposed by Vollenweider (in press) as "permissible";
i.e., at a rate less than an oligotrophic rate (see page 11).
    Despite this low phosphorus loading rate, the lake is
eutrophic, and contributions of phosphorus from both point
and non-point sources should be minimized to prevent develop-
ment of nuisance conditions in the lake.
    There are no known municipal or industrial point sources
impacting Houghton Lake; and, although septic tanks were
estimated to have contributed about 32% of the total phosphorus
load, a shoreline survey would be needed to determine the actual
contribution from these sources.
    2.  Non-point sources (see page ll)--It is calculated that
the non-point sources contributed about 67% of the total phos-
phorus load to Houghton Lake; however, the exports of the Hough-
ton Lake tributaries were quite low as compared to other Michigan
streams sampled.

-------
II.   LAKE AND DRAINAGE BASIN  CHARACTERISTICS

     A.   Lake Morphometry :

         1.   Surface Area:  20,044 acres.

         2.   Mean depth:   7.6 feet.

         3.   Maximum depth:   21  feet.

         4.   Volume:  152,334 acre/feet.

         5.   Mean hydraulic retention  time:   1.3  years.

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

         1.   Tributaries  -

             Name                              Drainage  area*  Mean  flow*

             Backus Creek                          90.0  mi2     71.5cfs
             Spring Brook                           1.3  mi?      0.4 cfs
             Denton Creek                          47.7  mip     12.9 cfs
             Knappen Creek                          4.6  mi       3.4 cfs
             Minor tributaries &                          2
              immediate drainage -                 47.1  mi      68.5 cfs

                          Totals                  190.7  mi2    156.7 cfs

         2.   Outlet -

             Muskegon River                        222.0  mi2**  156.7 cfs

     C.   Precipitation***:

         1.   Year of sampling:  28.3 inches.

         2.   Mean annual:  28.4 inches.

 t MI Dept.  Cons, lake inventory map (1962).
 * 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".

-------
III.  LAKE WATER QUALITY SUMMARY
      Houghton Lake was sampled three times during the open-water season
  of 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 two  or more depths at each station (see
  map, page v).   During each visit,  a single depth-integrated (near bottom
  to surface) sample was composited  from the stations for  phytoplankton
  identification 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 16 feet at station 1 and 12 feet at station 2.
      The results obtained are presented in full in Appendix e, and the
  data for the fall sampling period, when the lake essentially was 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.

-------
      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 + N03 (mg/1)
Ammonia t.mg/1)
                                      (11/14/72)

                              Minimum       Mean
                                2
                               11
                              200
                                8.2
                               79
                                0.015
                                0.006
                                0.040
                                0.060
Secchi disc (inches)     48

Biological characteristics:

1.  Phytoplankton* -
       3.1
      12.0
     207
       8.2
      82
       0.018
       0.008
       0.052
       0.084

ALL VALUES

      79
    Sampling
    Date

    09/20/72
          11/14/72
                         Dominant
                         Genera

                         1.  Polycystis
                         2.  Lyngbya
                         3.  Achnanthes
                         4.  Synedra
                         5.  Flagellates
                             Other genera

                                      Total

                         1.  Fragilaria
                         2.  Flagellates
                         3.  Polycystis
                         4.  Dinobryon
                         5.  Achnanthes
                             Other genera

                                      Total
                                                 Median

                                                   3.4
                                                  12.2
                                                 205
                                                   8.2
                                                  83
                                                   0.018
                                                   0.007
                                                   0.040
                                                   0.080
                                                        79
Maximum

  3.4
 12.3
220
  8.2
 84
  0.020
  0.010
  0.080
  0.110
                                                            114
                                                           Number
                                                           per ml

                                                           1,401
                                                             708
                                                             557
                                                             407
                                                             392
                                                           1.595

                                                           5,060
                                                           8,981
The June sample was lost in shipment.

-------
    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             Station                 Chlorophyll a_
        Date                 Number                  (yg/1)	
        06/15/72               01                        5.9
                               02                        9.8
        09/20/72               01                        7.2
                               02                       12.7
        11/14/72               01                       11.6
                               02                        8.1
C.  Limiting Nutrient Study:
        A 58% loss of inorganic nitrogen occurred in the assay
    sample between the time of collection and the beginning of
    the assay, and the assay results are not indicative of con-
    ditions in the lake at the time of sampling.
        The lake data indicate phosphorus limitation in September
    (N/P ratio = 28/1) and November (N/P = 17/1) but a possible
    nitrogen limitation in June (N/P = 13/1).  Phosphorus limita-
    tion would be expected with N/P ratios of 14/1 or greater.

-------
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
 tributary sites indicated on the map (page v), except for the high
 runoff months of April  and May, when two samples were collected,  and
 in  December when low flows prevented sampling at three sites.  Samp-
 ling 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 sampled tributaries were determined
 by  using a modification of a U.S. Geological Survey computer  program
 for calculating stream  loadings*.  Nutrient loadings for unsampled  "minor
 tributaries and immediate drainage" ("II" of U.S.G.S.) were estimated by
                                                 2
 using the means of the  nutrient loads, in Ibs/mi /year, at stations B-l,
                                                                2
 C-l, D-l, and E-l and multiplying the means by the II area in mi  .
     There are no known  municipal wastewater treatment plants  impacting
 Houghton Lake.  However, the communities of Houghton Lake, The Heights,
 and Prudenville are located on the lake shore and are served  by septic
 tanks.  Nutrient loads  from these sources were estimated at 0.25  Ibs P
 and 9.4 Ibs N/capita/year*.
 * See Working Paper No.  1.

-------
    A.  Waste Sources:

        1.  Communities -
        Name

        Houghton Lake
        The Heights
        Prudenville
Pop.
Served

6,067*
1,252*
1,800**
                                 8
             Mean       Receiving
Treatment    Flow (mgd) Water
septic tanks
septic tanks
septic tanks
        2.  Known industrial - None
Houghton Lake
Houghton Lake
Houghton Lake
* 1970 Census.
** Estimated 450 homes at 4 persons each.

-------
    B.  Annual Total Phosphorus Loading - Average Year:
        1.  Inputs -
                                              Ibs P/         % of
            Source                            yr             total
            a.  Tributaries (non -point load) -
                Backus Creek                  2,520           23.7
                Spring Brook                     20            0.2
                Denton Creek                    440            4.1
                Knappen Creek                   140            1.3
            b.  Minor tributaries & immediate
                 drainage (non-point load) -    970            9.1
            c.  Communities -
                Houghton Lake                 1,520           14.3
                The Heights                     310            2.9
                Prudenville                     450            4.2
            d.  Septic tanks* -               1,120           10.6
            e.  Known industrial - None
            f.  Direct precipitation** -      3,130           29.6
                         Total               10,620          100.0
        2.  Outputs -
            Lake outlet - Muskegon River      5,140
        3.  Net annual P accumulation - 5,480 pounds
* Estimated 1,800 seasonal lakeshore dwellings outside of communities;
  see Working Paper No. 1.
** See Working Paper No. 1.

-------
                                 10
    C.  Annual Total Nitrogen Loading - Average Year:
        1.  Inputs -
                                              Ibs N/         % of
            Source                            yr	         total
            a.  Tributaries (non-point load) -
                Backus Creek                  159,720         28.4
                Spring Brook                      780          0.1
                Denton Creek                   22,280          4.0
                Knappen Creek                   7,140          1.3
            b.  Minor tributaries & immediate
                 drainage (non-point load) -   51,740          9.2
            c.  Communities -
                Houghton Lake                  57,030         10.1
                The Heights                    11,770          2.1
                Prudenville                    16,920          3.0
            d.  Septic tanks* -                42,300          7.5
            e.  Known industrial - None
            f.  Direct precipitation** -      193.100         34.3
                         Total                562,780        100.0
        2.  Outputs -
            Lake outlet - Muskegon River      214,840
        3.  Net annual N accumulation - 347,940 pounds
* Estimated 1,800 seasonal lakeshore dwellings outside of communities;
  see Working Paper No. 1.
** See Working Paper No. 1.

-------
                             11
D.  Mean Annual  Non-point Nutrient Export by Subdrainage Area:
    Tributary                             Ibs P/mi2/yr   Ibs N/mi2/yr
    Backus Creek                                28          1,775
    Spring Brook                                15            600
    Denton Creek                                 9            467
    Knappen Creek                               30          1,552
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".
                               Total  Phosphorus       Total  Nitrogen
Units
Ibs/acre/yr
grams/m2/yr
Total
0.5
0.06
Accumulated
0.3
0.03
Total
28.1
3.1
Accumulated
17.4
1.9
    Vollenweider loading rates for phosphorus
     (g/m2/yr)  based on mean depth and mean
     hydraulic  retention time of Houghton Lake:
        "Dangerous"  (eutrophic rate)        0.26
        "Permissible"  (oligotrophic rate)  0.13

-------
                                 12
V.  LITERATURE REVIEWED

    Fetterolf, Carlos, 1972.  Personal communication (mean depth of
        Houghton Lake).  MI Dept. Nat. Resources, Lansing.

    Tierney, Dennis, 1974.  Personal communication (review of prelimi-
        nary report on Houghton Lake).  MI Dept.  of Nat.  Resources,
        Lansing.

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

-------
VI.  APPENDICES
                            APPENDIX A
                           LAKE RANKINGS

-------
LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
2&AO  HOLLOWAY RESERVOIR
2&Ai  CARO RESERVOIR
26A2  BOAHDMAN HYDRO POND
2603  ALLEGAN LAKE
2606  BARTON LAKE
2609  BELLEVILLE LAKE
2610  BETSIE LAKE
2613  BRIGHTON LAKE
2617  LAKE CHARLEVOIX
2618  LAKE CHEMUNQ
2621  CONSTANT INE RESERVOIR
2629  FORD LAKE
2631  FREMONT LAKE
2640  JORDAN LAKE
2643  KENT LAKE
26<
-------
LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
2693  ST LOUIS RESERVOIR
2694  CRYSTAL LAKE
2695  MIGGINS LAKE
2696  HOUGHTON LAKE
2697  THOMPSON LAKE
2698  PERE MAROUETTE LAKE
2699  STRAWBERRY LAKE
MEAN
TOTAL P
0.134
0.009
0.007
0.018
0.043
0.032
0.069
-r ALL VALUtS-
MEAN
CUSS P
0.093
0.006
0.005
0.008
0.029
0.024
O.ObO
MEAN
INURG N
1.227
0.164
0.058
0.136
0.436
0.346
O.S67
500-
MEAN SEC
462.667
380.000
268.500
420.833
407.889
448.667
419.800
MEAN
CHLOHA
5.583
2.986
1.043
9.217
11.967
11.833
11.117
15-
MIN DO1
8.420
13.000
9.400
8.200
14.800
8.600
13.600

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

26AO  HOLLOWAY RESERVOIR

26A1  CARO RESERVOIR

26A2  BOARDMAN HYDRO POND

3603  ALLEGAN LAKE

2606  BAKTON LAKE

2609  BtLLEVILLE LAKE

2610  BETSIE LAKE

2613  BRIGHTON LAKE

2617  LAKE CHAHLEVOIX

2618  LAKE CHEHUNG

2621  CONSTANTINE RESERVOIR

2629  FORO LAKE

2631  FREMONT LAKE

2640  JORDAN LANE

2643  KENT LAKE

2648  LAKE MACATAWA

2649  MANISTEE LAKE

26S9  MUSKEGON LAKE

2665  PENTWATER LAKE

2671  RANDALL LAKE

2672  ROGERS POND   .

2673  ROSS RESERVOIR

2674  SANFORD LAKE

2683  THORNAPPLE LAKE

2685  UNION LAKE

2688  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
3
14
I 16)
( 10)
( 34)
( 7)
( 8)
I 9)
( 27)
( 11)
( 32)
( 17)
< 25)
< 12)
( 0)
< 4)
I 20)
< 3)
( 28)
< 13)
( 24)
( 2)
( 26)
I 21)
( 30)
( 19)
( 14)
(23)
( 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)
I 11)
( 7)
( 13)
( 27)
( 8)
( 32)
( 25)
( 29)
( 10)
( 0)
( 4)
I 24)
( 5)
( 26)
( 14)
( 22)
( 21
( 23)
( 20)
( 28)
( 16)
( 9)
I 21)
( 11
( 3)
MEAN
INORG N
17
0
69
Jl
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)
I 24)
( 11)
( 5)
( 7)
( 28)
I 12)
( 29)
( 33)
( 14)
( 4)
( 8)
( 2)
I 22)
( 1)
< 27)
( 19)
1 18)
( 151 .
( 30)
( 20)
( 26)
( 3)
I 9)
( 23)
( 13)
( 16)
500-
MEAN SEC
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 20)
( 1)
( 32)
( 2)
( 9)
( 4)
I 6)
( 12)
( 33)
( 30)
I 9)
( 9)
( 19)
I 24)
( 14)
( 0)
1 16)
( 21)
< 23)
( 8)
I 22)
( 3)
( 7)
( 18)
< 13)
I 28)
( 15)
( 27)
MEAN 15-
CHLOHA MIN 00
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)
I 10)
( 5)
( 4)
( 30)
( 0)
( 31)
( 16)
I 1)
( 13)
( 3)
( 9)
( 2)
( 8)
I 28)
I 24)
I 11)
< 7)
( 27)
I 22)
( 151
< 14)
( 12)
( 26)
( 6)
( 23)
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
( 22)
( 19)
I 34)
( 14)
( 1)
( "261
< 33)
( 31)
< 21)
( 2)
( 31)
I 8)
< 2)
( 0)
( 12)
( IS)
< 16)
( 2)
( 2)
( 30)
( 18)
( 26)
( 25)
( 17)
t 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
U3
239

-------
PERCENT OF LAKES WITH HIGHER VALUES (NUMBER OF 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 MAROUETTE LAKE

2699  STRAWBERRY LAKE
MEAN MEAN
TOTAL P OISS P
17
89
94
83
51
63
43
( 6)
( 3D
( 33)
( 29)
( 18)
( 22)
< 15)
17
89
94
86
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-
MtAN SEC
14
89
97
71
83
49
74
( 5)
( 3D
( 34)
( 25)
( 29)
( 17)
( 26)
MEAN 15-
CHLOKA 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
284

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

-------
                                   TRIBUTARY FLOW INFORMATION FOR MICHIGAN
                                                                                          2/3/75
LAKE CODE 2696
HOUGHTOiM LAKE
     TOTAL DRAINAGE AREA OF LAKE(SQ Ml)
          SUB-DRAINAGE
TRIBUTARY  AREAtSQ MI)
       JAN
                                  FEB
                                          222.00
                                          MAR
                                                  APR
                                                          MAY
NORMALIZED FLOWS(CFS)
  JUN     JUL     AUG
                                                                                          SEP
                                                                                                   OCT
                                                                                                           NOV
                                                                                                DEC
                                                         MEAN
2696A1
2696B1
2696C1
269601
2696E1
2696ZZ
222.00
90.00
1.31
47.70
4.60
78.40
134.00
59.00
0.25
7.60
2.10
65. Ou
131. CO
b«. 00
0.22
7.40.
2.60
63.00
182.00
80.00
0.41
14.00
5.40
82.00
365.00
16$. 00
1.40
54.00
12.00
133.00
264.00
137.00
0.83
28.00
5.60
93.00
160.00
71.00
0.42
11.00
2.60
75.00
108.00
51.00
0.26
5.80
1.50
49.00
80.00
34.00
0.19
2.90
1.20
42.00
63.00
36.00
0.22
3.10
1.20
42.00
102.00
46.00
0.25
4.80
1.90
49.00
132.00
58.00
0.39
7.40
2.80
63.00
140.00
63.00
0.30
8. 40
1.70
67.00
156.65
71.49
0.43
12.85
3.38
68.52
                                                                   SUMMARY
                        TOTAL DRAINAGE AREA OF LAKE =
                        SUM UF bUB-DRAlNAGE AREAS   =
                                      222.00
                                      222.01
              TOTAL FLOW IN
              TOTAL FLO* OUT
     MEAN MONTHLY FLOWS AND DAILY FLOWS(CFS)

TRIBUTARY   MONTH   YEAR    MEAN FLOW  DAY

2696A1
                                FLOW  DAY
                                                  FLOW  DAY
                                                                    FLOW
2696B1
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
7J
73
73
73
73
72
72
72
73
73
73
73
73
73
73
73
73
118.00
176.00
136.00
273.00
217.1)0
372.00
337.00
223.00
126.00
98.01)
108.00
103.00
54.00
78.00
61.00
119.00
97.00
162.00
154.00
116.00
57.00
47.00
46.00
45.00
28
22
19
20
24
24
7
5
23
21
23
23
28
22
19
20
24
24
7
5
23
21
23
28
230.00
158.00
142.00
355.00
158.00
3U4.0J
367.00 21
263.00 19
91. 00
96.00
90.00
111.00
105.00
70.00
64.00
155.00
70.00
168.00
168.00 21
137.00 19
41.00
46.00
38.00
49.00






343.00
207.00










157.00
108.00




1881.14
1881.00

-------
                                   TRIBUTARY FLOrt  INFORMATION FOk  MICHIGAN
                                                                                           2/3/75
LAKE COUE 2696
                   HOUGM10N LAKE
     MEAN MONTHLr FLOWS AMD UAILY FLOWS
-------
        APPENDIX C
PHYSICAL and CHEMICAL DATA

-------
STO«ET RETRIEVAL DATE 75/02/04
                                                                   269601
                                                                 44  19  00.0  084  4
                                                                 HOUGHTON LAKE
                                                                 26      MICHIGAN
                                                                                    00.0
                      uOOlO
  DATE   TIHE DEPTH  *ATEK
  FROM    OF          TEMP
   TO    DAY  FEET    CENT
72/06/15
72/09/20
72/11/14
         09
         09
         07
         07
         07
         II
         II
         11
30
30
05
05
05
25
25
25
0000
0016
0000
0004
0008
0000
0004
0011
18.7
18.0

18. 1
18.J

 3.H
 3.H
11EPALES

003CO
DO

MG/L
1.1
7.6

6.9
7.8

12.3
11.6

OU077
TKuNSP
btCCHI
iNCMEb
114

91


48



00094
ClNDUCTVY
FIELD
MICKOMriO
205
210
290
285
250
210
205
200
5
00400
HH

SU
7.70
7.68
7.75
7.8U
7.85
8.20
8.20
8.20

OOnlU
T ALK
CACU3
MG/L
98
100
89
03
83
83
84
83
2111202
001B
00630
N02&N03
N-TOTAL
MG/L
0.030
0.030
0.130
0.080
0.100
0.040
0.040
0.060
FEET DEPTH
00610
NH3-N
TOTAL
MG/L
0.020
0.020
0.180
0.110
0.140
0.080
0.080
0.110
00665
PHOS-TOT

MG/L P
0.009
0.010
0.016
0.025
0.014
0.018
0.018
0.020
00666
PHOS-DIS

MG/L P
0.004
0.005
0.008
0.010
0.010
0.008
0.007
0.007
  DATE   TIME DEPTH
  FrtOM    OF
   TO    DAY  FEET

72/06/15 09 30 0000
72/09/20 07 05 0000
72/11/14 11 25 0000
                      32217
                       A
                      UG/L
                         5.9J
                         7.2J
                        1 1.6J
      J VALUt
                    TU -it. 1 > c -
-------
                 DAIE
                                                                   4<» 21 3o.O 084 45  00.0
                                                                   HOUbrirO"* LAKE
                                                                   2b      MICHIGAN
  DATE   TIME DEPTH
  FHOM    OK
   TO    UAY  FEET

72/Ob/lb U9 5b 0000
         09 Sb 0012
72/09/20 07 30 0000
         07 30 0004
         07 30 OOJ8
72/11/1'* 11 40 OOOC
         11 40 0004
v U 0 i 0
walfc'R
TEMP
CENT
18.3
18.1

17.7
1 /.6

2.6
00300
DO

MG/L
8.1
6.8

7.8
v.ct

12.2
0 (.1 u / 7
TK/..NSP
bECChl
luCHEb
1 OB

ob


4f

JOu'-*^
C'^DuCTVY
KIELO
UlCriOMHU
210
205
285
280
2so
220
200
00<*00
HM

bU
8.2/
0.28
7 p 85
7.85
7.90
8.20
8.20
11EPALES
b
00<*00
HM

bU
8.2/
0.28
7.85
7.85
7.90
8.20
8.20

00410
j ALI<,
CACOj
MG/L
98
98
83
84
83
79
79
2111202
0015
00630
N02S.N03
N-TOTAL
MG/L
0.030
0.030
0.150
0.150
0.140
0.040
0.080
FEET OEPTH
00610
NH3-N
TOTAL
MG/L
0.040
0.060
0.180
0.190
0.160
0.060
0.090
00665
PHOS-TOT

MG/L P
0.011
0.009
0.016
0.017
0.01?
O.Olb

00666
PHOS-DIS

MG/L P
0.009
0.004
0.008
0.010
0.012
0.006
0.010
  DATE
   TO
TIME
 Of
              DEPTH
              FEtT
72/Ob/lb 09 56 0000
72/09/20 07 30 uOOO
72/11/U 11 40 0000
  3221 7
ChLrtHHYL
   A
  UO/L

     V.-iJ
    1 2. 7 J
     ». 1J
    J  V£LU£

-------
  APPENDIX D
TRIBUTARY DATA

-------
STOHET ^EFtflEVAL DATE 7I5/OP/0-+
                                                                   2696A1          LS2696A1
                                                                  44 24 30.U 084 4/ 30.0
                                                                  HUSKEGON klVEK
                                                                  26143   ib HOUGHfON LANE
                                                                  U/hOUGnTON LAKE
                                                                  US 27 HKUG £ OF MtAUS LANDING
                                                                  HE^ALtS             2111204
                                                                  4                   0000 FEET  DEPTH
DATE
FROM
TO
72/10/28
72/11/22
72/12/19
73/01/20
73/02/24
73/03/24
73/04/0?
73/04/21
73/Ob/05
73/05/19
73/06/23
73/07/21
73/OH/23
73/1/9/28
OJ630 00625
TIME DEPTH NU2NN03 TOT KJ£L
OF N-TUTAL N
uAY FEET
09
09
09
09
08
08
09
09
09
08
14
09
14
13
00
?b
30
30
55
30
?0
00
?0
40
00
35
00
45
MG
•j
U
9
0
e
v
f.
0
f
j
u
j
j
0
/L
,03<3
.01CK
.0 luK
.030
.027
.0?7
.023
,01u-\
.0^3
. 0 1 0 •<
.0 1'Jrv
.046
.ol OK
.OiO-v
MG/L
0
0
0
0
1
0
2
0
u
0
0
u
0
D
.550
. ^4U
.580
.5:^0
.6yo
. .) 1 0
.94U
. Mu
• * 3 U
• r^ 1^ o
. 75o
^ ^ li
.4e>0
. 4 l) u
OublO . 00671 006b5
NH3-N HhOS-Ulb HHUS-TOI
TOTAL UtVlrio
M,i/L
u
0
J
.')
0
;)
•j
u
0
u
o
u
u
ij
.Ob7
.Clo
.UlV
.032
. j60
.009
.064
.016
.u i 1
. out
. u 33
.UUSlN
.017
.03C
MG/L
0 .
0.
0.
J.
u .
0.
ft.
o .
0.
•j .
\J .
0 .
0.
\j •
H
005K
OObK
OOaK
u05K
UO^K
OubK
005K
OOb
OUbK
OOSK
OOfr
OO^IN
00 H
Gob
MG/L H
0.017
0.012
0 . 0 1 J
O.OOoK
U . 'J 1 0
0 .0 li,
0.020
0 .020
0 . 0 2o
0.020
O.Oi!'/
0 .020
0.02.0
U .u 15
   K VALUE KNOWM TO  BE
   LESS THAN  INDlCATc.0

-------
STCHET KETRIEVAi. DATE  75/02/j*
<+* 22 00.0
                                                                                        L:>26*6ril
                                                                                      41  00.0
                                                                      ?.6       7.3 PKUDtr\i\/ILLE
                                                                      1/HUUGHTuiM LAKE
                                                                      NOrtTh SriOKc. Or* bKOG NE SIDE HOUGHTON LK
                                                                      HEP ALES              2111204
                                                                      4                     oooo Fter   DEPTH
DATE
F«OM
TO
72/10/2b
72/11/2?
73/01/20

73/02/2*
73/0 J/ 24
73/04/07
73/04/21
73/Ob/OS
73/05/19
73/06/2.3
73/07/21
73/OH/23
73/Qy/2P
TIME DEPTH
OF
DAY
10
11
09
13
10
10
11
11
11
10
11
10
15
15
00630
N0?\l«i03 1
rj-ToTAL
FEET
40
00
00
00
?0
IS
oo
00
3b
4U
•30
20
20
00
Mu
0
0
0
u
..'
>'•
(J
1 1
„
r,
v/
u
•J
\J
/L
.015
.020
.060
.067
.02*
.Ol'j
.0.3J
.021
.0.1J
.0 1 1
.021
.0 l-,r\
.0 Ifj
.or5.
0062S
ro r KJEL
M
•Ar,/
0 .
2.
•J .
1.
'? 9
0.
?.
0.
1.
0 .
1 .
u .
u .
•J .


SOO
\. 0 0
b'ib
Cr"J
JOu
5^0
700
^H j
76y
*«J
/ o ;j
i j • '-
'+-+0
.'i 7 0
                                            i--iri.<-N
                                             i-U;VL
                                              ', .044
                                              -.,•. 0 6 U
                                              ... . 1 32

                                              v . o 4 r.
                                              1. . 0 1 7

                                              '.: . 'J 1 1
Oi;o71
HMOS-U1S
i-lG/L H
0 . o 0 b
J . OODrt
u .OO^K
u . J 0 7
u . 0 1 *
'j . OG5K
ii . 0 2 d
j . o 0 6
U.l/GsK
il . vOiJK
0 .007
w . J05K
J.G09
j .OOo
OJbbb
HHOb-TO!
MG/L r>
O.OlJ
0.009
u.O 1 :>
0 .0 lb
O.Olb
O.uiu
O.obO
0.0 Jo
U .0 Ib
0 .u io
0 .0^0
0 . vJ IT
0.0 £^\J
o .u 10
       K  VALOE KNOWN  TO  dE
       LESS THAN INDICATED

-------
STORE! RETRIEVAL DATE 75/02/04
                                                                  2696C1          LS2696C1
                                                                 44 16 30.0 084 38 00.0
                                                                 SPRING BROOK
                                                                 26      7.5 PRUDENVILLE
                                                                 T/HOUGHTON LAKE
                                                                 ST HWY 18 BRDG NE OF PRUDENVILLE
                                                                 11EPALES             2111204
                                                                 4                   0000 FEET  DEPTH
DATE
FROM
TO
72/10/28
72/11/22
73/01/20
73/02/24
73/03/24
73/04/07
73/04/21
73/05/05
73/05/19
73/06/23
73/07/21
73/08/23
73/09/28
00630 00625
TIME DEPTH N02&N03 TOT KJEL
OF U-TOTAL N
DAY FEET,
10
10
11
09
09
10
10
11
10
11
10
15
14
15
40
00
45
35
45
40
00
20
00
10
00
30
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
0
.024
.074
.095
.154
.065
.066
.039
.046
.027
.096
.098
.039
.046
MG/L
0.
0.
0.
0.
0.
3.
0.
0.
0.
1.
0.
2.
0.
450
290
330
720
290
360
690
220
400
260
330
100
riOO
00610 00671 00665
NH3-N PHOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
037
026
016
048
Oil
105
033
018
Oil
080
058
231
060
MG/L
0.
0.
0.
0.
0.
6.
0.
0.
0.
0.
0.
0.
.0.
p
005K
005K
005K
008
005K
037
006
005K
005K
014
017
058
024
MG/L P
0.014
0.011
0.005K
0.030
0.005K
0.080
0.020
0.010 .
0.010
0.050
0.045

6.077
   K VALUE KNOWN TO BE
   LESS THAN INDICATED

-------
                .  OATK
  DATE
  FROM
   TO

72/10/2H
72/11/22
72/12/1^
73/01/20
73/02/2*
73/03/24
73/04/07
73/04/21
73/05/14
73/06/23
73/07/21
73/OH/23
T i MF.
 01-
UAY

10 10
10 30
10 ^*0
10 20
Osi 35
09 30
10 35
10 00
10 40
0945
10 45
10 Ob
14 45
14 15
              FEET
M-TOTAL
  MO/L

   C.143
   J.027
   Lf.O'JO
                        •J .037

                        0.0? 7
                        0.012
                        J . 0 2 1
                        I'. 147
                        •J.I 76
TOT KJEL
   N
  •VJ/L

   C. 7So
   C-.970
   1.3HO
   L>. ni)G
   0 . '"'HO
   0.310
   4.SOD
   0 • ^ .*^ vJ
   O.b-o
   •J.dOJ
 o u 61 0
•Jn l-N

 ••I'7/L

  ..lib
                        i, . o btt
                        •j. 0 1 fa
                        •„ . 1 JB
                                                                                     Lb2b96t)l
                                                                    44  IB 00.0 064 3B 30.0
                                                                           CKtEK/LK. JAHES/HOUGHTON C
                                                                            7.b P^UDENVILLE
                                                                               LAKE
                                                                           bb SKOG IN PKUUtNy/lLLE
                                                                    do
                                                                       H*r
                        ,. 1 7b
                        -.1 /o


OL.fa71
nOb-DlS
Nb/L P
O.OObK
0 .oo.bK
J • 0 U5K
0.00 5K
0 .OObK
j . OobK
0 .OObK
0 . oObK
u . o 0 bK
i> . d 0 /
u.uObK
lit OUc
U .0 10
u .006
ilrlPALEb
4
oObbo
Pt-iOb-TOl
hu/L P
O.Olb
0.012
0.0 id
0 .u 1 j
0 .0 lb
0.010
0 . C 1 S
O.U2S
•J . 0 1 b
o .020
0 . J 2 0
0 .030
o .030
u . 0 2 b
                                                                                          2111204
                                                                                         0000  FEET
                                                                                                    DEPTH
   K VALUE KNOWN  TO yt
   LESS THAN  IMOIOTEQ

-------
STORET RETRIEVAL DATE 75/02/04
                                                                  2696E1           LS2696E1
                                                                 44  18  00.0  084  39 00.0
                                                                 KiMAPPEN  CREEK
                                                                 26       7.5 PRUDENVILLE
                                                                 T/HOUGHTOlM  LAKE
                                                                 ST  Hi«r 55 BRDG  IN PRUDENVILLE
                                                                 HEP ALES             2111204
                                                                 4                    0000 FEET  DEPTH
DATE
FROM
TO
72/10/28
72/11/2?
73/01/20
73/02/24
73/03/24
73/04/07
73/04/21
73/05/05
73/05/19
73/06/23
73/07/21
73/08/23
73/09/28
00630 U0625
TIME DEPTH N02&N03 TOT KJEL
OF • N-TOTAL N
DAY FEET
10
10
10
09
09
10
09
10
09
10
10
14
14
00
30
00
25
25
30
50
30
35
30
00
30
00
MG/L
0
0
0
0
0
0
0
0
0
0
0
0
0
.117
.023
.084
.054
.033
.037
.034
.034
.016
.066
.154
.210
.16b
MG/L
0.
1.
0.
0.
0.
2.
1.
0.
0.
1.
0.
0.
0.
550
400
440
840
810
310
990
500
560
200
940
900
600
00610 00671 00665
NH3-N PhOS-DIS PHOS-TOT
TOTAL ORTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0 .
0 •
0.
0.
105
042
oie
076
033
092
070
026
016
138
073
138
Ob4
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
.0.
p
005K
005K
005K
005K
005K
036
010
005K
005K
006
006
017
006
MG/L P
0.013
0.007
0.01U
0.025
0.010
U.060
0.020
0.010
0.015
0.030
0.025

0.020
     K VALUE KNOWN TO BE
     LESS THAN INDICATED

-------