U.S. ENVIRONMENTAL PROTECTION AGENCY
               NATIONAL EUTROPHICATION SURVEY
                        WORKING PAPER SERIES
          PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
                        An Associate Laboratory of the
             NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
                                 and
       NATIONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA
&GPO	697-O32

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                                 REPORT
                                   ON
                              HOLIDftY LAKE
                              HURON COUNTY
                                  OHIO
                              EPA REGION V
                         WORKING PAPER No, 402
    WITH THE COOPERATION OF THE                   n 9 j
OHIO ENVIRONFENTAL PROTECTION AGENCY
              AND THE
        OHIO NATIONAL GUARD
             JUNE, 1975

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                                   CONTENTS
                                                         Page
  Foreword                                                i i
  List of Ohio Study Lakes                                iv
  Lake and Drainage Area Map                               v
  Sjectipns
  I.   Conclusions                                          1
 II.   Lake and Drainage Basin Characteristics              3
III.   Lake Water Quality Summary                           4
 IV.   Nutrient Loadings                                    8
  V.   Literature Reviewed                                 12
 VI.   Appendices                                          13

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                                1i
                         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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                                 111
    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 Ohio Environmental Protection
Agency for professional involvement, to the Ohio National Guard
for conducting the tributary sampling phase of the Survey, and to
those Ohio wastewater treatment plant operators who provided
effluent samples and flow data.

    Ned Williams, Director, and Tom Birch, Ken Carr, Larry
Dietrick, Ron Havlice, Larry Korecko, Rod Mehlhop, Terry Wheeler,
and John Youger, Ohio Environmental Protection Agency, provided
invaluable lake documentation and counsel during the Survey,
reviewed the preliminary reports, and provided critiques most
useful in the preparation of this Working Paper series.

    Major General Dana L. Stewart, then the Adjutant General
of Ohio, and Project Officer Lt. Colonel Robert C. Timmons,
who directed the volunteer efforts of the Ohio National Guards-
men, are also gratefully acknowledged for their assistance to
the Survey.

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                                    IV
                      NATIONAL EUTROPHICATION SURVEY

                               STUDY LAKES

                              STATE OF OHIO
LAKE NAME

Atwood
Beach City
Berlin
Buckeye
Charles Mill
Deer Creek
Delaware
Dillon
Grand Lake of St.
Grant
Holiday
Hoover
Indian
Loramie
Mosquito Creek
O'Shaughnessy
Pymatuning
Pleasant Hill
Rocky Fork
Shawnee
Tappan
Marys
COUNTY

Carroll, Tuscarawas
Stark* Tuscarawas
Mahoning, Portage, Stark
Fairfield, Licking, Perry
Ashland, Richland
Fayette, Pickaway
Delaware
Muskingum
Auglaize, Mercer
Brown
Huron
Delaware
Logan
Auglaize
Trumbull
Delaware
Ashtabula, OH; Crawford, PA
Ashland,
Highland
Greene
Harrison
                                          Franklin

                                          Shelby
                                           OH;  Crawford,
                                         Richland

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                          41-06'—
                          41° 04'—
  x^HOLIDAY  LAKE
^® Tributary Sampling Site
    X Lake Sampling Site
    f Sewage Treatment Plant
    •3 Drainage Area Boundary
              1         ?Km.
            Scale
                    {•Mi.
82M2-
                          82-40'

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                               HOLIDAY LAKE
                             STORE! NO. 3930

 I.  CONCLUSIONS
    A.  Trophic Condition:
            Survey data show that Holiday Lake is eutrophic.  It ranked
        fifteenth in overall trophic quality when compared to the other
        19 Ohio lakes sampled in 1973 using a combination of six lake
        parameters*.  Thirteen of the lakes had less median total phos-
        phorus, 16 had less median dissolved phosphorus, nine had less
        median inorganic nitrogen, 14 had less mean chlorophyll  a^ and
        three had greater mean Secchi disc transparency.  Depletion of
        dissolved oxygen with depth occurred at station 2 in July.
            It is reported that algae and aquatic weeds are summer problems
        in Holiday Lake (Ketelle and Uttormark, 1971).
    B.  Rate-Limiting Nutrient:
            The algal assay results indicate phosphorus limitation at
        the time the sample was taken (07/27/73).  The  lake data also
        indicate phosphorus limitation in July; however, nitrogen limi-
        tation is indicated in October.
    C.  Nutrient Controllability:
            1.  Point sources—The Willard wastewater treatment  facility
        is estimated to have contributed 81.7$ of the total  phosphorus
        load reaching the lake during the sampling year.  Septic tanks
        are estimated to have contributed 0.5%.
* See Appendix A.

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                             2
    The present loading of 8.41 g/m2/yr is nearly 12 times
that proposed by Vollenweider (Vollenweider and Dillon,  1974)
as a eutrophic loading (see page 11).   While even complete
removal of the phosphorus loads from the Willard wastewater
treatment plant and the septic tanks would only reduce the loading
to 1.5 g/m2/yr (about twice the eutrophic loading),  it is likely
that a high degree of phosphorus removal at the Willard  plant would
result in an improvement in the water quality of Holiday Lake.
    2.  Non-point sources—Phosphorus  from non-point sources
amounted to 17.8% of the total load reaching the lake, but none
of the tributaries had high export rates (see page 11).
    The Unnamed Streams A-2 and C-l contributed 8.2% and 3.1%,
respectively.  The ungaged drainage area was estimated to have
contributed 4.1%.

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II.   LAKE AND DRAINAGE  BASIN  CHARACTERISTICS1"
     A.   Lake Morphometry:
         1.   Surface area:  0.19  kilometers2.
         2.   Mean  depth:  3.9 meters.
         3.   Maximum depth:   >4.9 meters.
         4.   Volume: 3.549 x 106 m3.
         5.  .Mean  hydraulic retention time:  103 days.
     B.   Tributary and  Outlet:
         (See Appendix  C for  flow data)
         1.   Tributaries -
                                              Drainage       Mean flow
             Name                              area  (km2)*    Qn3/sec)*
             Unnamed Stream (A-2)                 14.7            0.1
             Unnamed Stream (B-lj                  4.5           <0.1
             Unnamed Stream (C-1)                  7.3            0.1
             Minor tributaries  &
              immediate drainage  -                 8.3            0.1
                        Totals                  34.8            0.4
         2.   Outlet -
             Unnamed Stream (A-l)                 35.7**          0.4
     C.   Precipitation***:
         1.   Year  of sampling:  99.4 centimeters.
         2.   Mean  annual:  89.4 centimeters.
 t  Table  of metric  equivalents—Appendix B.
 tt Youger, 1975.
 *  For limits  of accuracy,  see Working  Paper No. 175, "...Survey Methods,
   1973-1976".
 ** Includes area of lake.
 *** See  Working Paper No.  175.

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                                       4
III.  LAKE WATER QUALITY SUMMARY
      Holiday Lake was sampled two times during the open-water season
  of 1973 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 phyto-
  plankton identification and enumeration; and during the  July visit, a
  single 18.9-liter depth-integrated sample was composited for algal assays.
  Also each time, a depth-integrated sample was collected  from each of the
  stations for chlorophyll a^ analysis.  The maximum depths sampled  were 2.7
  meters at station 1 and 4.9 meters at station 2.
      The lake sampling results are presented in full in Appendix D and
  are summarized in the following table.

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PARAMETER

TEMP 

D1SS OXY (MG/LI

CNDCTVY (MCROHO)

PM (STAND UNITS)

TOT ALK (MG/L>

TOT P  (MG/L)

ORTHO P (HG/Ll

N02«N03 (MG/LI

AMHONIA (MG/L>

KJEL N  (MG/L)

INORG N (MG/L)

TOTAL N (MG/L)

CHLRPYL A  (UG/L)

SECCH1  (METERS)
                             A. SUMMARY OF PHYSICAL AND


                             1ST SAMPLING  (  7/27/73)

                                   2 SITES
CHEMICAL CHARACTERISTICS FOR HOLIDAY LAKE
 STORET CODE 3930

           2ND SAMPLING (10/ 6/73)

                 2 SITES
3RD SAMPLING (10X 8/73)

      0 SITES
RANGE
81. 7
0.0
506.
7.2
116.
0.068
0.010
0.080
0.100
1.400

1.480
14.9
0.9
Zl>. f
9,4
- 579.
8«8
192.
- 0.408
- 0.249
- 0.160
- 3.800
- 5.300
- 3.920
- 5.420
• 43.4
0.9
MEAN
25.5
5.4
560.
8.1
133.
0.132
0.053
0.117
0.624
2.229
0.941
2.346
29.1
0.9
MEDIAN



0
0
0
0
1
0
1

£G.d
7.2
560.
6.3
121.
.086
.019
.120
.300


.860
29. 1
0.9
RANGE
IV. O
7.2
506.


0
0
0
0
2

2

Itt
125.
.142
.033
.150
.390


.470
0.8
£U«U
8.2
- 532.
8.4
131.
- 0.256
- o.oas
- 0.180
- 0.660


- 3. ISO
- 107.1
0.8
MEAN
19.9
7.S
522.
H.I
129.
0. 196
0.063
0.160
0.550


2.880
81.5
0.8
MEDIAN
20.0
7.3
530.


0
0
0
0


3

o.v
130.
.214
.076
.150
.640


.050
81.5
0.8
RANGE MEAN MEDIA!
*•»*«• -A*********************
»»•••* _*****•*•*•*******•*«••


«»**«* ->«»«**»»o«****<»>»«*>
*••»»• _•«*»»*•«*»•*•»*••••***
**«»** -•»*»»«*««••••••••••*••






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  B.  Biological characteristics:
      1.  Phytoplankton* -
Sampling
Date
10/06/73
Dominant Algal Units
Genera per ml
1.
2.
3.
4.
5.
Coelosphaerium sp_.
Microcystis sp.
Melosira s£.
Cryptomonas sp.
Trachelomonas sp.
Other genera
827
229
92
46
23
139
                                                Total
      2.  Chlorophyll a_ -
          Sampling
          Date
          07/27/73

          10/06/73
     Station
     Number
       01
       02
       01
       02
  C.  Limiting Nutrient Study:
      1.  Autoclaved, filtered, and nutrient spiked -
          Spike (mq/1)
Ortho P
Cone, (mq/1)
Inorganic N
Cone, (mg/1)
                                    1,356
               Chlorophyll  a_
               (yq/1)
                    43.4
                    14.9
                   107.1
                    56.0
                                                           Maximum yield
Control
0.050 P
1.0 N
0.056
0.106
0.056
1.178
1.178
2.178
21.0
24.0
20.0
      2.  Discussion -
              The control yield of the assay alga, Selenastrum capri-
          cornutum, indicates that the potential primary productivity
          of Holiday Lake was very high at the time the assay sample
          was collected.
              There was some increase in yield with an increase in
The July phytoplankton sample was lost in shipment.

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                         7
orthophosphorus, but the growth response was not significantly
different than the control when only nitrogen was added (i.e.,
phosphorus limitation is indicated).  Note that the combined
phosphorus and nitrogen spike was inadvertently omitted.
    The assay alga may have been inhibited by other factors
since none of the yields reached the maximum potential.  This
suggests a possible toxic substance and/or limitation by  some
other factor.
    The lake data indicate phosphorus limitation in July  (the
mean inorganic nitrogen/orthophosphorus ratio was 16/1, and
phosphorus limitation would be expected).  However, nitrogen
limitation is indicated in October when the mean N/P ratio
was 11/1.

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                                      8
IV.   NUTRIENT LOADINGS
     (See Appendix E for data)
     For the determination of nutrient loadings,  the Ohio 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 February and March when two  samples were collected.
 Sampling was begun in May, 1973, and was completed in April, 1974.
     Through an interagency agreement, stream  flow  estimates for the
 year of sampling and a "normalized" or average year were provided by
 the Ohio District Office of the U.S. Geological  Survey for the
 tributary sites nearest the lake.
     In this report, nutrient loads for sampled tributaries, except
 the Unnamed Stream (B-1), were determined  by  using a modification of
 a U.S. Geological Survey computer program  for calculating stream
 loadings*.   However, the nutrient loads estimated  for the Willard waste-
 water treatment plant exceeded the loads measured  in the Unnamed Stream
 at station  B-1, and the background nutrient loadings for this stream and
 the unsampled "minor tributaries and immediate drainage" ("ZZ" of U.S.G.S.)
 were estimated using the means of the nutrient loads, in kg/km2/year, at
 stations A-2 and C-l and multiplying the means by  the B-1 and ZZ areas
 in  km2.
     The community of Willard did not participate in the Survey, and nutrient
 loads were  estimated at 1.134 kg P and 3.401  N/capita/year.  It is assumed
 that all of the loads reached the lake during the  sampling year.
 * See Working Paper No.  175.

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    A.  Waste Sources:
        1.   Known municipal* -
         Name
         Willard
            Pop.
            Served**  Treatment
            5,510
trickling
 filter
Mean Flow
(m3/d)***
 2,085.5
        2.  Known industrial - None
    B.  Annual Total Phosphorus Loading - Average Year:
        1.  Inputs -
                                              kg P/
                                              yr
                                                625
                                                170
                                                240
Source
a.  Tributaries (non-point load) -
    Unnamed Stream (A-2)
    Unnamed Stream (B-l)
    Unnamed Stream (C-l)
b.  Minor tributaries & immediate
     drainage (non-point load) -    315
c.  Known municipal STP's -
    Willard                       6,250
d.  Septic tankst -                  35
e.  Known industrial  - None
f.  Direct precipitation   -      	1_5_
               Total               7,650
Outputs -
Lake outlet - Unnamed Stream (A-l) 1,495
Net annual P accumulation - 6,155 kg.
Receiving
Water
Unnamed Creek
 (B-l)
                           % of
                           total
                            8.2
                            2.2
                            3.1
                                                              4.1

                                                             81.7
                                                              0.5

                                                              0.2
                                                            100.0
* Anonymous, 1971.
** 1970 Census.
*** Estimate based on 0.3785 m3/capita/day.
t Estimate based on 130 shoreline dwellings; see Working Paper No.  175.
it See Working Paper No. 175.

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                                    10
    C.  Annual Total Nitrogen Loading - Average Year:
        1.  Inputs -
                                              kg N/          %  of
            Source                            yr	          total
            a.  Tributaries (non-point load) -
                Unnamed Stream (A-2)          14,790         23.6
                Unnamed Stream (B-l)           5,595           8.9
                Unnamed Stream (C-l)          10,800         17.3
            b.  Minor tributaries & immediate
                 drainage (non-point load) -  10,315         16.5
            c.  Known municipal  STP's -
                Willard                       18,740         29.9
            d.  Septic tanks* -                1,385           2.2
            e.  Known industrial  - None
            f.  Direct precipitation** -         980           1.6
                        Total                 62,605         100.0
        2.  Outputs -
            Lake outlet - Unnamed Stream
             (A-l)                            28,635
        3.  Net annual N accumulation - 33,970 kg.
* Estimate based on 130 shoreline dwellings; see Working Paper No.  175,
** See Working Paper No. 175.

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                                11
D.  Mean Annual Non-point Nutrient  Export by Subdrainage  Area:
    Tributary                             kg P/km2/yr    kg  N/km2/yr
    Unnamed Stream (A-2)                      43            1,006
    Unnamed Stream (C-l)                      33            1,479
E.  Yearly Loadings:
        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 oligo-
    trophic if morphometry permitted.   A mesotrophic  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

grams/m2/yr
Total
8.41
Accumulated
6.76
Total
68.8
Accumulated
37.3
    Vollenweider phosphorus  loadings
     (g/m2/yr)  based on mean depth and mean
     hydraulic  retention time of Holiday Lakes:
        "Dangerous"   (eutrophic  loading)        0.72
        "Permissible"  (oligotrophic  loading)    0.36

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                                12

LITERATURE REVIEWED

Anonymous, 1971.  Inventory of municipal waste facilities.   EPA Publ.
    OWP-1, vol. 5, Wash., DC.

Ketelle, Martha J., and Paul D. Uttormark,  1971.   Problem lakes in
    the United States.  EPA Water Poll. Contr, Res.  Ser., Proj.
    #16010 EHR, Washington, DC.

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.

Youger, John, 1975.  Personal communication (lake morphometry).  OH
    Env. Prot. Agency, Columbus.

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VI.  APPENDICES
                                  13
                            APPENDIX A
                           LAKE RANKINGS

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LAKES RANKED 8Y INDEX NOS.
RANK  LAKE CODE  LAKE NAME
INDEX NO
   1   392d       ATwUGD RESERVOIR
   2  3-J21       MOSOUITO CREEK RESERVOIR
   3  3924       PLEASANT MILL LAKE
   4  3929       8Er*L!N RESERVOIR
   5  3914       HOCWER RESERVOIR
   6  3934       TAPPAN LAKE
   7  3927       LAKE SAINT MARYS
   8  3932       ROCKY FOHK LAKE
   9  3906       OEER CREEK RESERVOIR
  10   3901       BEACH CITY KtSERVOIR
  11   3915       INDIAN LAKE
  12  3907       DELAWARE RESERVOIR
  13  3912       GRANT LAKE
  14  3->33       SHAtfNEE LAKt
  15  3930       HOLIDAY LAKE
  16  3905       CHARLtS MILL RESERVOIR
  17  3902       UUCKEYE LAKE
  18  390B       UILLION RESERVOIR
  19  3917       LORAHIE LAKE
  20  3931       O'SHAUGNESSf RESERVOIR
   483
   439
   392
   361
   297
   292
   290
   277
   26b
   263
   261
   ?49
   220
   216
   207
   206
   178
   173

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PERCENT OF L&KES WITH HIGHER VALUES (NUMBEH OF
LAKE
CODE  LAKE NAME
3V01  6EACM CITr W


390?  30CKEVE LAKE


3905  CHARLES HILL RESERVOIR


390t>  DEE* C«EEK RESERVOIR


3907  DELAWARE RESERVOIR


3908  DILL10N RESERVOIW

3912  GRANT LAKE


3914  HOOVER RESERVUl*


3915  INUIAN LAKE


3917  LORAMIE LAKE


3921  MOSQUITO CREEK HESERVOIK


3924  PLEASANT HILL LAKE


3927  LAKE SAINT MAWtS


3928  ATWUOD RESERVOIR


3929  bCHLlN RESERVOIR


3930  HOLIDAY LAKE

3931  O'SHAUGNESST KEStKVOIP


3932  ROCKY FORK LAKE


3933  SMAWNEE LAKE

3934  FAPPAN LA*E
                                                     *ITH HIGHE* VALUES)
MEDIAM
TOTAL P
37 (
11 <
26 (
S3 1
58 <
16 (
47 (
87 f
42 1
5 1
74 1
95 (
21 <
100 i
79 i
32 i
0 i
68
63 •
87
7)
2)
5)
; 10)
: ID
: 3)
: 9i
: i6>
1 8)
1 1)
I 14)
! 18)
I 4)
[ 191
1 15)
1 6)
I 0)
( 13)
( 12)
( 16)
MEDIAN
INOrto N
21 (
76 <
63 (
5 (
16 (
32 (
58 (
26 t
76 <
37 <
100 (
6fl I
95 (
89 (
42 <
53 (
0 (
47 (
11 (
ti4 (
4)
14)
12)
1)
3)
6)
11)
5)
14)
7)
19)
13)
18)
17)
6)
10)
0)
9)
2)
16)
500-
MEAN SEC
11
5
37
63
32
42
16
89
21
0
82
100
26
95
74
82
47
58
53
68
(
<
(
(
(
(
(
<
(
(
(
<
(
(
(
(
<
(
(
I
2)
1)
7)
12)
6)
8)
3)
17)
4)
0)
15)
19)
5)
16)
14)
15)
9)
11)
10)
13)
MEAN
CHLOHA
84 (
0 (
21 <
95 <
89 1
58 <
32 <
79 <
16 <
5 <
53 1
63 <
11 1
68 1
74 1
26 i
100 1
42 (
37 i
47 i
16)
0)
4)
18)
17)
11)
6)
15)
; 3)
: i)
: 10)
; 12)
1 2)
I 13)
[ 14)
I 5)
I 19)
I 8)
1 7)
1 9)
15-
M1N DO
82
89
11
63
47
53
74
32
58
97
82
39
97
39
68
11
26
11
11
11
( 15)
( 17)
( 0)
( 12)
< 9)
( 10)
( 14)
( 6)
( ID
( 18)
( 15)
( 7)
( 18)
< 7)
( 13)
( 0)
( 5)
< 0)
( 0)
( 0)
MEOIAN
DIS5 OrtTriO C
42 I
26 (
58 (
11 <
21 (
5 (
34 (
79 <
53 (
34 (
92 (
66 <
47 (
100 (
92 (
16 (
0 (
66 (
74 <
84 <
8)
5)
11)
2)
4)
1)
6)
15)
10)
6)
17)
12)
9)
19)
17)
3)
0)
12)
14)
10)
INLtEX
NO
277
207
216
290
263
206
261
392
266
178
483
431
297
491
429
220
173
292
249
381

-------
LAKE DATA TO BE USED IN RANKINGS
LAKE
CODE  LAKE NAME
3901  BEACH CITY RESERVOIR
3902  BUCKEYE LAKE
3905  CHARLES MILL RESERVOIR
3906  DEER CREEK RESERVOIR
3907  DELAWARE RESERVOIR
3908  D1LL10N RESERVOIR
3912  GRANT LAKE
3914  HOOVER RESERVOIR
3915  INDIAN LAKE
3917  LORAMIE LAKE
3921  MOSQUITO CREEn RESERVOIR
3924  PLEASANT HILL LAKE
3927  LAKE SAINT MARYS
3928  ATWOOD RESERVOIR
3929  BERLIN RESERVOIK
3930  HOLIDAY LAKE
3931  O'SHAOGNESSY RESERVOIR
3932  ROCKY FORK LAKE
3933  SHArfNEE LAKE
3934  TAPPAN LAKE
MEDIAN
TOTAL P
0.122
0.179
0.127
0.098
0.086
0.163
0.113
0.040
0.120
0.165
0.058
0.036
0.148
0*031
0,042
0.125
0.203
0.067
0.0b9
0.040
MEDIAN
iNOrtG N
1.990
0.380
0.465
2.980
2.340
1.590
0.570
1.640
0.380
1.380
0.150
0.455
0.200
0.205
0.900
0.575
3.070
0.790
2.380
0.230
500-
MEAN SEC
489.000
490.000
482.555
470.125
4B4.111
481.250
486.333
462.750
485.222
494.000
465.333
456.833
484.167
462.000
465.435
465.333
479.333
473.000
474.333
466.111
MEAN
CHLOKA
10.867
186.567
67.144
9.887
10.856
27.400
40.533
13.017
76.855
104.100
36.267
22.850
79.150
16.442
15.496
55.350
5.522
38.022
39.567
37.711
15-
MIN DO
11.600
9.600
15.000
13.900
14.500
14.300
12.200
14.800
14.200
8.200
11.600
14.700
8.200
14.700
13.600
15.000
14.900
15.000
15.000
15.000
MEOIAN
DISS ORTHO P
O.Olb
0.020
0.011
0.036
0.024
0.037
0.019
0.008
0.012
0.019
0.006
0.010
0.014
0.005
0.006
0.034
0.159
0.010
0.009
0.007

-------
   APPENDIX B
CONVERSIONS FACTORS

-------
                CONVERSION FACTORS





Hectares x 2.471 = acres



Kilometers x 0.6214 = miles



Meters x 3.281 = feet


                         -4
Cubic meters x 8.107 x 10   = acre/feet



Square kilometers x 0.3861 = square miles



Cubic meters/sec x 35.315 = cubic feet/sec



Centimeters x 0.3937 = inches



Kilograms x 2.205 = pounds



Kilograms/square kilometer x 5.711 = Ibs/square mile

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

-------
                                   TRIbUTAHY  FLO*  INFORMATION FCJK OHIO
                                                                                           1/27/75
LAKE COLJE 3930
                   HOLIDAY LAKE
     TOTAL DRAINAGE AtfEA OF LAKE(SQ KMI
          SUB-OKAlNAiiE
TRIBUTARY  AREA(SO KMI
                                             35.7
                                                                 NORMALIZED FLOtiS(CMS)
3930A1
3930A2
393UB1
3930C1
35.7
14.7
 4.5
 7.3
 9.2
JAN
0.51
O.Ob
0.10
0.13
Fife
0.62
0.26
0.08
0.13
0.16
MAK
0.37
0.12
0.19
APR
0.74
0.31
0.10
0.1S
0.19
MAY
0.18
0.05
0.09
0.11
JUN
0.23
U.09
0.03
0.05
0.06
JUL
O.lb
O.Ob
0.02
0.03
AUG
0.07
0.03
0.01
0.01
0.02
SEP
O.OS
0.02
0.01
0.01
0.01
OCT
0.06
0.02
0.01
0.01
0.01
NOV
0.13
0.05
0.02
0.03
0.03
otc
0.28
0.12
0.04
0.06
0.07
MEAN
0.35
0.14
0.04
0.07
U.09
SUMMARY
OTAL
iUM ilf
DRAINAGE AREA OF LAKE =
SOB-DHAINAGt AREAS =
35.7
35.7


TOTAL FLOW
TOTAL FLOW
IN =
OUT =
4. IB



     MEAN MONTHLY FLOWS ANU DAILY FLOWStCMSI
TRIBUTARY   MONTH   YEAH
3930A1
                            MEAN FLOW   DAY
                                                    FLOW   UAY
                                                                      FLOW  DAY
                                                                                        FLOW
3930A2
5
6
7
8
9
10
11
12
1
2
3
4
5
6
7
a
9
10
11
12
1
2
3
4
73
73
73
73
73
73
73
73
74
74
74
74
73
73
73
73
73
73
73
73
74
74
74
74
0.68
0.74
0.34
0.10
O.OS
0.18
0.27
0.40
0.79
0.46
0.82
0.4d
0.2B
0.31
O.U
0.04
0.02
0.07
0.11
0.16
0.31
0.20
0.34
0.20
S
2
2
6
16
7
11
2
5
2
2
7
5
2
2
6
16
7
11
2
5
2
2
7
0.26
0.20
0.23
0.05
0.03
0.05
0.02
0.1U
0.13
0.12
0.59
0.51
0.10
0.08
0.10
0.02
0.01
0.02
0.01
0.04
0.05
0.05
U.24
0.21









16
16










16
16

                                                                      0.20
                                                                      2.38
                                                                      o.oa
                                                                      0.99

-------
                                    TRIBUTARY  H_LW  INFORMATION KOrt
                                                                              1/27/75
LAKE CODE 3930
      HOLIDAY LAKE
     MEAN MONTHLY FLOWS ANu UAILY FLOWS (CMS)

TRlriUTAriY   MONTH   YEA*    MEAN FLOW  DAY
3930B1
393UC1
 5
 6
 7
 rf
 9
10
11
12
 1
 2
 3
 4
 5
 6
 7
 H
 9
10
11
1?
 1
 2
 3
 4
 5
 6
 7
 8
 9
10
11
12
 1
 2
 3
 4
73
73
73
73
73
73
73
73
74
74
73
73
73
73
73
73
73
73
74
                     74
                     73
                     73
                     73
                     73
                     73
                     73
                     73
                     73
                     74
                     74

                     74
u.oa
0.09
O.U4
0.01
0.01
0.02
0.03
0.05
0.10
0.06
0.11
0.06
0.14
0.15
0.07
0.12
0.01
0.03
0.05
a.oa
U.lb
U.10
0.17
0.10
0.18
0.19
o.o a
O.U2
0.01
O.J4
0.07
0.10
o.zo
0.12
O.kf?
J.12
5
2
2
6
Ib
7
11
2
S
2
2
7
5
2
2
b
16
7
11
2
5
2
2
7












                                      KLOW  DAt
                                                KLOW   UAY
FLOW
0.03
0.03
0.03
0.01
O.Ot
0.01
0.00
0.01
0.02
0.01
0.08
0.07
0.05
0.04
0.05
0*01
0.0
0.01
0.01
0.02
0.03
0.03
0.12
o.lC









16
16










16
16

                                                                      u.03
                                                                      0.31
                                                                      0.0<4
                                                                      0.51

-------
        APPENDIX D
PHYSICAL and CHEMICAL DATA

-------
STOHET KtTWlEVAL OAT£ 75/02/10
                                                                  393001
                                                                 41 06 10.0 082 43 3b.O
                                                                 hOLlUAV  LAKE
                                                                 39      OHIO

DATE
FrtOM
TO
73/07/27


73/10/06


TIME DEPTH
OF
[JAY FEET
13 00 0000
13 00 0005
13 00 0009
10 05 0000
10 05 0005
00010
WATER
TEMP
CENT
26.7
26.6
26.4
19.7
19.6
                                U0300     U3077
                                 DO      TKANSP
                                         SECCHI
                                MG/L     INCHES
                                   9.4
                                   9.0
                                   8.2
                                   7.4
32
                   HEPALES
                   3
 2111202
0011 FEET
                                                                                                DEPTH
94
Ti/Y
1
'MHO
546
546
546
506
508
00400
PH

SU
8.60
8.8u
8.50
8.40
8.00
00410
T ALK
CAC03
MG/L
118
119
116
128
125
00610
NH3-N
TOTAL
MG/L
0.120
0.100
0.140
0.410
0.390
00625
TOT KJEL
N
MG/L
1.600
1.500
1.400
2.500
2.300
00630
N02&N03
N-TOTAL
MG/L
0.120
0.080
0.080
0.180
0.170
00671
PHOS-OIS
OUT HO
MG/L P
0.017
0.017
0.019
0.035
0.033
                      U0665     32217
  DATE   TIME DEPTH PHOS-TOT  CHLKPHYL
  Ft^OM    OF                     A
   TO    DAY  FEET   MG/L P     UG/L

73/U7/27 13 00 0000    0.079      43.4
         13 00 0005    0.0d6
         13 00 0009    0.091
73/10/06 10 05 0000    0.142     1U7.1
         10 05 0005    u.149

-------
STORET KtfRlEVAL DATE 75/02/10
                                                                   393002
                                                                  41  OS  31.0  082  43 50.0
                                                                  HOLIDAY  LAKE
                                                                  39       OHIO

DATE
FrtOM
TO
73^07/27



73/10/06



TIME DEPTH
OF
DAY FEET
13 30 0000
13 30 0005
13 30 0010
13 30 0016
10 20 0000
10 20 0005
10 20 0011
00010
WATEk
TEMP
CENT
26.2
26.2
24. S
21.7
20.0
20.0
20.0
00300
00

MG/L

7.2
1.3
0.0

7.2
7.2
                                           00077      00094
                                          TKAi^SP   CNOUCTVr
                                          SECCH1   FIELD
                                          INCHES   M1CROMHO
                                               36
572
579
572
560
                                                        532
                                                        532
HEP ALES
3
00400
PH

SO
8.3U
7.bO
7.50
7.80
8.10
8.00
7.90

00410
T ALK
CAC03
Mb/L
124
121
141
192
131
130
131
2111202
0018
00610
NH3-N
TOTAL
MG/L
0.310
0.300
1.000
3.800
U.660
0.650
0.640
FEET DEPTH
00625
TOT KJEL
N
MG/L
2.000
1.700
2.100
5.300
3.000
2.900
2.900
00630
N02&N03
N-TOTAL
MG/L
0.160
0.160
0.100
0.120
0.150
0.150
0.150
00671
PHOS-DIS
ORTHO
MG/L P
0.010
0.022
0.040
0.249
0.085
0.084
0.076
  DATE   TIME DEPTH
  FHOM    or
   TO    DAY  FEET

73/07/27 13 30 0000
         13 30 OOU5
         13 30 0010
         13 30 OOlb
73/10/06 10 20 0000
         10 ?0 0005
         10 20 U011
liC665
3S-TOT

3/L P
U.066
D.085
0.109
0.404
0.221
O.Ssb
U.214
32217
CHLRPHYL
A
UG/L
If .9



56.0



-------
  APPENDIX E
TRIBUTARY DATA

-------
KETH1EVAL DATE 75/02/U3
                                                          41 06 18.0 OH2 43 46.0
                                                          UiMNAMEO STKEAM
                                                          J9151   7.5 WILLAKD
                                                          O/HOLIOAY LAKE
                                                          if HWY 162 BrtOG BELO 0AM
                                                          lltPALLS             2111204
                                                          4                   0000 FEET  DEPTH
DATE
FKOM
TO
7V05/05
73/06/02
73/07/0*!
73/09/16
73/10/07
73/11/11
73/12/02
74/01/05
74/U2/02
74/02/16
74/03/02
74/03/16
74/04/07
74/05/03
00630 00625
TIME OtPTH N02^N03 TOT KJEL
OF N-TOTAL N
DAY FEET
09
10
08
14
11
13
09
12
11
10
14
14
13
19
00
30
00
00
45
30
15
00
30
00
30
00
30
15
MG/L MG/L
0
0
0
0
0
0
0
0
?
1
1
1
1
0
.530 1.690
.126 1.500
.350 E.800
.115 0.910
.115 2.300
.510
.780
. lt>fa
.000
.900
.920
.600
.500
.300
.600
.500
.600
.400
.800
.700
.100
.470 0.500
00610 00671 00665
NH3-N PhOS-DlS PHOS-TOT
TOTAL ORTnO
MG/L
0.
0.
1.
0.
074
370
020
154
0.570
0.
0.
0.
0.
0.
0.
0.
0.
0.
320
440
360
388
310
430
375
070
015
MG/L
0.
0.
0.
0.
0.
0.
0.
0*
0.
0.
0.
0.
0.
0.
H
007
014
136
020
150
044
056
012
040
030
020
025
035
020
MG/L P
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.080
.060
.250
.075
.290
.105
.125
.09U
.135
.105
.115
.180
.160
.045

-------
bTOHET KETRIEVAL DATE 75/02/03
                                                                  41 04 30.0 032 43 45.0
                                                                  UiNNAMtU STk£AM
                                                                  J9      7.5 WlULAkO
                                                                  1/HULIOAf LAI\E
                                                                  EGYPT *Q bKOG l.b MI N OH WlLLAKO
                                                                  JlEPALtS             211120'+
                                                                  4                   0000 FEET  DEPTH
DATE
FROM
TO
73/05/05
73/06/02
73/07/02
73/UtJ/Ob
73/G9/lb
73/10/0?
73/11/li
73/12/02
7-^/01/05
7*4/02/02
7^/02/16
74/03/02
7W03/16
74/J4/07
7t/0b/03
00630 00625
TIME DEPTH N02S.N03 TOT KJEL
OK .M- TOTAL N
UAY FEET
09
12

07
14
i2
14
09
12
12
12
14
Ib
ia
18
25
00

30
45
20
15
35
50
45
30
00
30
30
4b
MG/L
0.
1.
1.
0.
0.
2.
1.
2.
2.
2.
1.
1.
2.
1.
0.
910
020
560
700
540
900
760
400
400
600
920
800
100
500
460
MG/L
1.
0.
1.
1*
2.
0.
0.
0.
1.
0.
1.
2.
1.
1.
0.
BOO
960
800
*70
650
900
600
aoo
400
900
400
200
600
350
500
00610 00671 00665
NH3-N PHOS-OIS PHOS-TOT
TOTAL OP-ThO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
075
029
090
072
ObO
064
028
136
360
140
350
090
100
065
015
MG/L
0*
0.
0.
0.
0.
0.
0.
0*
0.
0.
0.
0.
0.
0.
0.
P MG/L P
020
032
048
013
088 '
063
020
040
036
045
035
040
055
U37
015
0.060
0.090
0.110
O.U45
0.240
0.195
O.G2u
0.097
0.090
U.12U
0.100
0.220
0.38J
u.190
0.050

-------
STJRtT RETRIEVAL DATE 7b/02/03
                                                                   393odl
                                                                  41 04 3u.o 082 43 28.0
                                                                  UNNAMED STREAM
                                                                  39      7.5 allLLAKO
                                                                  r/HOLiOAY LAKE
                                                                  0.3 * OF EljYPT KL) HrfY 99 JCT
                                                                  11EPALES             2111204
                                                                  4                   0000 FEET
DATE
FROM
TO
73/05/05
73/06/02
73/07/02
73/08/06
73/0^/16
73/10/07
73/11/11
73/12/02
74/01/05
7<+/u2/02
74/02/16
74/03/02
74/03/16
74/0^/07
74/05/03
00630
TIME DEPTH N02^N03
OF N-TOTAL
DAY FEET
09
11

03
15
12
14
10
13
14
11
15
15

18
43
00

00
15
15
50
15
00
20
00
30
00

00
MG/L
0
0
0
0
0
2
u
0
1
0
1
2
1
1
0
.220
.720
.970
.820
.700
.040
.064
.960
.000
.830
.650
.200
.600
.510
.800
00625
TOT KJEL
N
HG/L
9.
9.
12.
16.
9.
5.
12.
7.
9.
10.
1.
7.
1.
1.
0.
900
900
000
800
600
600
000
300
500
000
600
400
800
200
900
00610 00671 0066S
NH3-N PHOS-OIS PHOS-TOT
TOTAL URTHO
MG/L
6.
4.
8.
13.
7.
3.
4.
4.
4.
3.
0*
2.
0.
0.
0.
050
500
BOO
600
000
400
700
400
700
670
315
500
375
080
060
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
0.
0.
0*
0.
0.
0.
0.
p
350
126
460
152
180
480
288
13b
064
060
030
235
030
040
010
MG/L P
0.890
0.950
1.4SQ
2.6JO
0.780
1.500
0.830
0.780
0.720
0.690
0.195
2.200
0.180
0.155
0.055
DEPTH

-------
STOHET RETRIEVAL OATt£  75/02/03
                                                                                     10.0
 393CC1
tl O'j 35.0 082 42
UNNA l£D STREAM
39      7.5 rflLLArtu
T/HULIOAY LAKE
LlTON RD 6ROG 2 Ml N£  OF
11EPALE.S
<*
 2111204
0000 FEET
                                                                                                   DEPTH
DATE
FHOM
ro
7J/05/OS
73/06/02
73/07/02
73/06/06
73/09/16
73/10/07
73/11/11
73/12/0*?
7<*/Ol/05
74/02/02
7<*/02/16
74/03/02
74/03/lb
74/04/07
7^/05/03
Ou630 00625
TIME DEPTH N02&N03 TOT KJEL
OF h4-TOTAL N
DAY FEET
10
11

08
16
11
15
11
13
11
11
16
14
14
20
00
30

30
00
IS
20
10
30
00
46
00
20
00
00
M13/L
d.
c.
d.
0.
0.
11.
0.
b.
3.
2.
1.
4.
1.
1.
0.
420
850
500
058
490
600
Od4
600
600
640
920
300
<+ao
520
800
MG/L
2.
1.
1.
2.
0.
2.
0.
1.
0.
1.
1.
1.
1.
1.
0.
700
690
760
000
820'
200
900
100
500
000
500
800
300
500
900
00610 00671 00665
NH3-N PHOS-UIS PHOS-TOT
TOTAL OtfTHO
MG/L
0.
0.
0.
0.
0.
0.
0.
0.
u.
0.
0.
0.
0.
0.
0.
078
lub
094
170
088
083
016
032
050
035
360
070
100
270
065
MG/L
0.
0.
0*
0.
0.
0.
0*
o.
0.
0*
0.
0.
0.
0.
0.
p
009
017
021
016
022
089
028
020
012
015
030
075
045
025
010
MG/L P
0.02S
0.050
0.045
0.090
0.075
0.185
0.055
0.035
0.030
0.055
0.100
0.410
0.250
0.095
0.055

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