U.S. ENVIRONMENTAL PROTECTION AGENCY
NATIONAL EUTROPHICATION SURVEY
WORKING PAPER SERIES
REPORT
ON
MISSISSINEWA RESERVOIR
GRANT, MIAMI, AND WABASH COUNTIES
INDIANA
EPA REGION V
WORKING PAPER No, 334
CORVALLIS ENVIRONMENTAL RESEARCH LABORATORY - CORVALLIS, OREGON
and
ENVIRONMENTAL MONITORING & SUPPORT LABORATORY - LAS VEGAS, NEVADA
•&G.P.O. 699-440
-------
REPORT
ON
MISSISSINEWA RESERVOIR
GRANT, MIAMI, AND WABASH COUNTIES
INDIANA
EPA REGION V
WORKING PAPER No, 334
WITH THE COOPERATION OF THE
INDIANA STATE BOARD OF HEALTH
AND THE
INDIANA NATIONAL GUARD
APRIL, 1976
-------
1
CONTENTS
Page
Foreword ii
List of Indiana Study Lakes iv
Lake and Drainage Area Map v
Sections
I. Conclusions 1
II. Lake and Drainage Basin Characteristics 4
III. Lake Water Quality Suniiiary 5
IV. Nutrient Loadings 9
V. Literature Reviewed 18
VI. Appendices 19
-------
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 { 3O3(e)}, water
quality criteria/standards review {5303(c)}, clean lakes 314(a,b)},
and water quality monit oring Ul06 and §305(b)} activities mandated
by the Federal Water Pollution Control Act Amendments of 1972.
-------
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.
AC KNOWLEOGMENT
The staff of the National Eutrophication Survey (Office of
Research & Development, U. S. Environmental Protection Agency)
expresses sincere appreciation to the Indiana State Board of
Health for professional involvement, to the Indiana National
Guard for conducting the tributary sampling phase of the Survey,
and to those Indiana wastewater treatment plant operators who
provided effluent samples and flow data.
The staff of the Division of Water Pollution Control, Indiana
State Board of Health, 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 Alfred F. Ahner, Adjutant General of Indiana,
and Project Officers Lt. Colonel Charles B. Roberts (Retired)
and Colonel Robert L. Sharp, who directed the volunteer efforts
of the Indiana National Guardsmen, are also gratefully acknowledged
for their assistance to the Survey.
-------
iv
NATIONAL EUTROPHICATION SURVEY
STUDY LAKES
STATE OF INDIANA
LAKE NAME COUNTY
Bass Starke
Cataract Owen, Putnam
Crooked Steuben
Dallas LaGrange
Geist Hamilton, Marion
Hamilton Steuben
Hovey Posey
James Kosciusko
James Steuben
Long Steuben
Marsh Steuben
Mississinewa Grant, Miami, Wabash
Maxinkuckee Marshall
Monroe Brown, Monroe
Morse Hamilton
Olin LaGrange
Oliver LaGrange
Pigeon Steuben
Sylvan Noble
Tippecanoe Kosciusko
Versailles Ripley
Wawassee Kosciusko
Webster Kosciusko
Westler LaGrange
Whitewater Union
Winona Kosciusko
Witmer LaGrange
-------
MISSISSI NEWA
RESERVOIR
®Tributary Sampling Site
X Lake SampUng Site
Sewage Treatment Facility
j Drainage Area Boundary
Land Subject To Inundation
0 ‘p Km.
10 Mi.
Map Location
-------
MISSISSINEWA RESERVOIR
STORET NO. 1827
I. CONCLUSIONS
A. Trophic Condition:
Survey data Indicate that Mississinewa Reservoir is eutrophic.
It ranked last in overall trophic quality when the 27 Indiana lakes
sampled in 1973 were compared using a combination of six water qual-
ity parameters*. Twenty-three of the lakes had less median total
phosphorus, 25 had less median dissolved phosphorus, 25 had less
meaian inorganic nitrogen, 16 had less mean chlorophyll a, and 24
had greater mean Secchi disc transparency. Marked depression of
dissolved oxygen with depth occurred at stations 2 and 3 in August,
and depletion occurred at station 3 in October.
Survey limnologists did not observe surface algae or higher
aquatic plants.
B. Rate-Limiting Nutrient:
The algal assay results indicate that Mississinewa Reservoir
was limited by phosphorus at the time the sample was taken (05/03/
73). The reservoir data indicate phosphorus limitation at the
other sampling times as well.
C. Nutrient Controllability:
1. Point sources--During the Survey sampling year, 14 point
sources were accounted for, although it was recognized that do-
mestic point sources beyond the 40-kilometer limit of the Survey**
* See Appendix A.
** See Working Paper No. 175, “...Survey Methods, 1973-1976”.
-------
2
and industrial sources were contributing phosphorus to Mississinewa
Reservoir. In the summer and fall of 1974, the Indiana Division
of Water Pollution Control sampled 13 additional domestic and
industrial point sources and provided the resulting data for this
report (BonHomme, 1976). In addition, the loads from four munic-
ipalities some distance from the reservoir were estimated and
included. The inclusion of the additional point-source loads per-
mits a more realistic assessment of nutrient controllability.
It is calculated that the phosphorus contribution of point
sources accounted for 30.5% of the total load to Mississinewa
Reservoir. The wastewater treatment plants at Marion contributed
9.5%, the plants at Hartford City contributed 6.5%, and the
remaining 27 domestic and industrial plants collectively con-
tributed 14.5%. The reservoir phosphorus loading of 12.59 g/rn 2 /yr
is ten times that proposed by Vollenweider (Vollenweider and Dil-
lon, 1974) as a eutrophic loading (see page 17). However, the
mean hydraulic retention time of the reservoir is a relatively
short 51 days, and Volienweider’s model may not apply.
While even complete removal of phosphorus at the listed point
sources would still leave a loading of 8.7 g/m 2 /yr, in view of the
questionable applicability of Volienweider’s model and the phos-
phorus-limited condition of the reservoir, it is likely that a
high degree of phosphorus removal at the significant point sources
would result in improvement in the trophic condition of the reser-
-------
3
voir.
In 1972, MississineWa Reservoir was studied by the Indiana
Division of Water Pollution Control six months after the phos-
phate detergent ban became effectlve*. Comparison of these
results with the 1973 Survey data indicates that the reduction
of phosphorus levels in domestic sewage effluents substantially
lessened the load to the reservoir.
2. Non-point sources--Non-point sources contributed 69.5%
of the total phosphorus load to the reservoir. The Mississinewa
River contributed 63.4%, and the five remaining gaged tributaries
accounted for 3.2%. Ungaged tributaries were estimated to have
contributed 2.7% of the total.
The phosphorus export rate of the Mississinewa River was a
rather high 56 kg/km 2 /yr. However, the rates of uninipacted Bad-
ger and Hummel creeks also were quite high (see page 16), and
it is likely the higher rates are the result of land-use prac-
tices in the reservoir drainage.
* Anonymous, 1972.
-------
4
II. LAKE AND DRAINAGE BASIN CHARACTERISTICSt
A. Lake Morphometrytt:
1. Surface area: 12.75 kilometers 2 .
2. Mean depth: 7.2 meters.
3. Maximum depth: 34.7 meters.
4. Volume: 91.800 x 106 m 3 .
5. Mean hydraulic retention time: 51 days.
B. Tributary and Outlet:
(See Appendix C for flow data)
1. Tributaries -
Drainage Mean flow
Name area tkm 2 )* ( j 3 /sec)*
Mississinewa River 1,815.6 18.44
Grant Creek 28.0 0.26
Badger Creek 7.8 0.07
Metocinah Creek 38.8 0.36
Hummel Creek 33.7 0.32
Cart Creek 32.9 0.31
Minor tributaries &
immediate drainage - 121.6 1.15
Totals 2,078.4 20.91
2. Outlet -
Mississinewa River 2,091.2** 20.91
C. Precipitation***:
1. Year of sampling: 121.3 centimeters.
2. Mean annual: 98.9 centimeters.
t Table of metric conversions--Appendix B.
ft McCollam, 1975.
* For limits of accuracy, see Working Paper No. 175, ‘. . .Survey Methods,
1 973-1976”.
** Includes area of lake.
*** See Working Paper No. 175.
-------
5
III. LAKE WATER QUALITY SUMMARY
Mississinewa Reservoir was sampled three 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 a number of depths at three stations on the reservoir (see map,
page v). During each visit, a single depth-integrated (4.6 m or
near bottom to surface) sample was composited from the stations for
phytoplankton identification and enumeration; and during the first
visit, a single 18.9-liter depth-integrated sample was composited
for algal assays. Also each time, a depth-integrated sample was col-
lected from each of the stations for chlorophyll a analysis. The
maximum depths sampled were 4.6 meters at station 1, 15.8 meters at
station 2, and 22.6 meters at station 3.
The sampling results are presented in full in Appendix D and
are summarized in the following table.
-------
A. SUMMARY OF PHYSICAL AND CHEMICAL CHARACTERISTICS FOR MISSISSINEWA RESERVOIR
STORET CODE 1821
1ST SAMPLING ( 5/ 3/73) 2ND SAMPLING ( 8/ 3/73) 3RD SAMPLING (10/15/73)
3 SITES 3 SITES 3 SITES
PARAMETER
RANGE
MEAN
MEDIAN
RANGE
MEAN
MEDIAN
RANGE
MEAN
MEDIAN
TEMP (C)
12.4
— 15.1
14.2
14.6
22.9
— 25.3
24.1
24.1
18.2
— 20.7
20.0
20.2
DISS OXY (MG/L)
7.6
— 9.4
8.6
8.5
0.1
— 9.0
4.1
4.2
0.0
— 6.4
4.6
5.4
CNDCTVY MCROMO
455.
— 500.
468.
460.
459.
— 521.
485.
480.
425.
— 724.
528.
464.
PH (STAND UNITS)
7.9
— 8.1
8.0
8.0
7.4
— 8.6
7.9
7.9
7.6
— 8.3
7.9
7.9
TOT ALK (MG/U
165.
— 189.
172.
167.
156.
— 181.
166.
165.
160.
— 290.
200.
182.
TOT P (MG/U
0.105
— 0.169
0.123
0.121
0.0J2
— 0.233
0.091
0.062
0.046
— 0.267
0.117
0.088
ORTHO P (MG/L)
0.058
— 0.084
0.070
0.071
0.006
— 0.036
0.015
0.011
0.005
0.067
0.028
0.021
N02.N03 (MG/L)
1.700
— 2.500
2.315
2.300
1.640
— 3.490
2.746
2.970
0.650
— 1.730
1.366
1.445
AMMONIA (MG/U
0.070
— 0.150
0.112
0.110
0.060
— 0.620
0.152
0.080
0.070
— 0.670
0.254
0.130
KJEL N (MG/L)
0.500
— 0.900
0.669
0.600
0.700
— 1.800
1.046
0.800
0.700
1.600
1.093
1.000
INORG N (MG/L)
1.850
— 2.630
2.427
2.450
1.760
— 3.S50
2.898
3.130
1.320
— 1.840
1.619
1.600
TOTAL N (MG/L)
2.600
— 3.300
2.985
3.000
2.940
— 4.190
3.792
3.920
2.170
— 2.830
2.459
2.440
CHLRPYL A (UGh)
5.9
— 16.2
9.4
8.1
5.0
— 46.7
19.8
7.7
10.1
— 32.7
18.1
11.6
SECCHI (METERS)
0.5
— 1.0
0.7
0.7
0.3
— 0.9
0.6
0.7
0.3
— 0.9
0.7
0.8
-------
7
B. Biological characteristics:
1. Phytoplankton -
Sampling Dominant Algal Units
Date Genera per ml
05/03/ 73 1. Cryptomonas p. 664
2. Flagellates 513
3. Cyclotella 468
4. Asterionella p. 332
5. Synedra . 2.• 90
Other genera 213
Total 2,280
08/03/73 1. Stephanodiscus . 256
2. Melosira . 205
3. Synedra p. 102
4. Oscillatoria . 85
5. Euglena p. 34
Other genera 121
Total 803
10/15/73 1. Melosira 11,168
2. Ste anodiscus 685
3. Ankistrodesmus p. 304
4. Eug 1ena 228
5. Cyclotella . a• 228
Other genera 135
Total 12,748
2. Chlorophyll a -
Sampling Station Chlorophyll a
Date Number ( .ig/1 )
05/03/73 1 5.9
2 8.1
3 14.2
08/03/73 1 46.7
2 7.7
3 5.0
10/15/73 1 32.7
2 10.1
3 11.6
-------
8
Maximum yield
( ma/i-dry wt. )
9.0
25.6
22.4
9.0
C. Limiting Nutrient Study:
1. Autoclaved, filtered, and nutrient spiked -
Ortho P Inorganic N
Spike (mg/li Conc. (mq/l) Conc. (n gJl ) _____________
Controi 0.041 2.560
0.050 P 0.091 2.560
0.050 P ÷ 1.0 N 0.091 3.560
1.0 N 0.041 3.560
2. Discussion -
The control yield of the assay alga, Selenastrum capri-
cornutum , indicates that the potential primary productivity
of Mississinewa Reservoir was high at the time the sample
was taken (05/03/73). Also, a significant increase in yield
with the addition of only orthophosphorus indicates that the
reservoir was phosphorus limited at that time. Note that
the addition of only nitrogen resulted in a yield no greater
than that of the control yield.
The reservoir data indicate phosphorus limitation at all
sampling times; i.e., the mean inorganic nitrogen/orthophos-
phorus ratios were 35/1 or greater, and phosphorus limitation
would be expected.
-------
9
IV. NUTRIENT LOADINGS
(See Appendix £ for data)
For the determination of nutrient loadings, the Indiana 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 June, 1973, and was completed in May, 1974.
Through an interagency agreement, stream flow estimates for the
year of sampling and a “normalized” or average year were provided by
the Indiana District Office of the U.S. Geological Survey for the
tributary sites nearest the reservoir.
In this report, nutrient loads for sampled tributaries were
determined by using a modification of a U.S. Geological Survey computer
program for calculating stream loadings*. Nutrient loads shown are
those measured minus point-source loads, if any.
Nutrient loads for unsarnpled “minor tributaries and immediate
drainage” (“ZZ” of U.S.G.S.) were estimated using the means of the
nutrient loads at stations 0-1, E-l, and F—i, in kg/km 2 /year, and
multiplying the means by the ZZ area in km 2 .
The operators of the Eaton, Fairmount, Gas City, Jonesboro,
Marion #1, Upland, and Shadybrook Mobile Home Park (MHP) wastewater
treatment plants provided monthly effluent samples and corresponding
flow data. The operator of the Deerwood MHP plant could not provide
sufficient flow data, and the comunities of Albany, La Fontaine, Redkey,
* See Working Paper No. 175.
-------
10
Ridgeview, Somerset, and Union City did not participate; nutrient loads
from these sources were estimated at 0.567 kg P and 3.401 kg N/capital
year, and flows were estimated at 0.3785 m 3 /capita/day.
Nutrient loads attributed to the remaining domestic and industrial
point sources are based on data provided by the Indiana Division of
Water Pollution Control (see page 2).
No nutrient data are available for the Stone Crest MHP or the Crystal
Laundry, but these sources probably are relatively insignificant.
Note that all estimated phosphorus loads were reduced by 50% to adjust
for the Indiana phosphate detergent ban in effect since January, 1971.
-------
11
A. Waste Sources:
1. Known domestic* -
Hartford City
#1
#2
Jonesboro
La Fontaine
Marion
#1
#2
Redkey
Ridgeville
Somerset
Union City
Upland
East Brook High
School
Madison-Grant
High School
Ciscell MHP
County Line MHP
Deerwood MHP
Shadybrook MHP
Stone Crest MHP
3,202
?
act. sludge
act. sludge
tr. filter
stab. pond
act. sludge
act. sludge
+ pond
tr. filter
ext. aer.
ext. aer.
tr. filter
tr. filter
act. sludge
act. sludge
697 act. sludge
+ pond
act. sludge
+ pond
200 act. sludge
130 sec. + pond
? ?
4,807.0
1,684.3
326.1
300.2
39,061.0
56.8
631.0
349.7
94.6
1,512.1
1,523.2
37.8
18.9
132.5
11.4
32.3
25.6
Receiving
Water
Halfway Creek
Dunkirk Drain/
Big Lick Creek
Mississinewa
River
Back Creek
Mississinewa
River
Big Lick Creek
Little Lick Creek
Back Creek
Grant Creek
Mississinewa River
Mississinewa River
Halfway Creek
Mississinewa River
Mississinewa River
Little Missis-
sinewa River
Mississinewa River
Monroe Ditch
Back Creek
Little Newby
Ditch/Back Creek
Back Creek
Deer Creek
Lugar Creek
Mississinewa River
* BonHoniiie, 1976; Anonymous, 1971; treatment plant questionnaires.
** 1970 Census; mobile home parks from questionnaires.
Pop.
Served** Treatment
Name
Albany
Dunkirk
Eaton
Fai rmount
Gas City
2,293
3,465
tr. filter
tr. filter
1,594 tr. filter
Mean Flow
(m 3/ d l
867.9
3,557.8
603.3
1,479.8
1 ,436.0
act. sludge
tr. filter
3,427
5,742
8,207
2,466
793
39,607
1 , 667
924
250
3,995
-------
12
2. Known industrial* -
Na me
Active Products Co., Marion
Anaconda Co., Marion
Crystal Laundry
Foster-Forbes Glass Co., Marion
Irving Bros. Sand & Gravel, Marion
Owens—Illinois Glass Co., Gas City
RCA Corp., Marion
3-M Co., Hartford City
Mean Flow
(m 3 /d)
314.2
1 ,071 .2
734.3
1 ,816.8
3,084.8
75.7
2,604.1
Receiving
Water
Mississi newa
River
Mississi newa
River
Back Creek
Massey Creek
Walnut Creek
Mississi newa
River
Mississinewa
River
Little Lick
Creek
* BonHomme, 1976.
-------
13
B. Annual Total Phosphorus Loading - Average Year:
1. Inputs —
kgP/ %of
Source yr total
a. Tributaries (non-point load) -
Mississinewa River 101,710 63.4
Grant Creek 1 ,035 0.6
Badger Creek 395 0.2
Metocinah Creek 1,205 0.8
Hurnmel Creek 1,605 1.0
Cart Creek 950 0.6
b. Minor tributaries & iniiriediate
drainage (non-point load) - 4,380 2.7
c. Known domestic SIP’s -
Albany 2,600 1.6
Dunkirk 1,555 1.0
Eaton 1,925 1.2
Fairrnount 1,965 1.2
Gas City 1,830 1.1
Hartford City
#1 8,695 5.4
#2 1,790 1.1
Jonesboro 325 0.2
La Fontaine 450 0.3
Marion
#1 15,145 9.4
#2 65 <0.1
Redkey 1,890 1.2
Ridgeville 1,050 0.7
Somerset 140 <0.1
Union City 4,530 2.8
Upland 2,345 1.5
East Brook HS 90 <0.1
Madison-Grant HS 50 <0.1
Ciscell MHP 200 0.1
County Line MHP 5 <0.1
Deerwood MHP 115 <0.1
Shadybrook MHP 25 <0.1
Stone Crest MHP -
-------
14
Source
d. Septic tanks* -
e. Known industrial -
Active Products Co.
Anaconda Co.
Crystal Laundry
Foster-Forbes Glass
Irving Bros. Sand & Gravel
Owens—Illinois Glass
RCA Corp.
3-M Co.
f. Direct precipitation** -
20 <0.1
0.3
0.1
<0.1
<0.1
2.2
<0.1
<0. 1
225 0.1
Total
160,460 100.0
81 ,570
3. Net annual P accumulation -
78,890 kg.
* Estimate based on five recreation areas, one trailer park, and 120 lake-
shore residences; see Working Paper No. 175.
See Working Paper No. 175.
% of
total
kg P1
yr
435
145
40
40
3,455
10
30
2. Outputs —
Lake outlet - Mississinewa River
-------
15
C. Annual Total Nitrogen Loading - Average Year:
1. Inputs -
kgN/ %of
Source yr total
a. Tributaries (non-point load) -
Mississinewa River 2,562,810 78.4
Grant Creek 20,955 0.6
Badger Creek 12,475 0.4
Metocinah Creek 30,950 0.9
Huninel Creek 34,260 1.0
Cart Creek 58,525 1.8
b. Minor tributaries & immediate
drainage (non-point load) - 145,675 4.5
c. Known domestic SIP’s -
Albany 7,800 0.2
Dunkirk 9,330 0.3
Eaton 9,635 0.3
Fairmount 9,520 0.3
Gas City 7,625 0.2
Hartford City
#1 154,940 4.7
#2 9,950 0.3
Jonesboro 5,005 0.2
La Fontaine 2,695 0.1
Marion
#1 107,300 3.3
#2 265 <0.1
Redkey 5,670 0.2
Ridgevllle 3,145 0.1
Somerset 850 <0.1
Union City 13,585 0.4
Upland 10,050 0.3
East Brook HS 540 <0.1
Madison-Grant HS 300 <0.1
Ciscell MHP 1,200 <0.1
County Line MHP 30 <0.1
Deerwood MHP 680 <0.1
Shadybrook MUP 40 <0.1
Stone Crest MHP -
-------
16
kgP/ %of
Source yr total
d. Septic tanks* - 1,190 <0.1
e. Known industrial -
Active Products Co. ?
Anaconda Co.
Crystal Laundry ?
Foster-Forbes Glass ?
Irving Bros. Sand & Gravel ? -
Owens—Illinois Glass 13,050 0.4
RCA Corp. ? -
3-M Co. 14,120 0.4
f. Direct precipitation** - 13,765 0.4
Total 3,267,930 100.0
2. Outputs -
Lake outlet - Mississinewa 2,402,895
River
3. Net annual N accumulation - 865,035 kg.
D. Mean Annual Non-point Nutrient Export by Subdrainage Area:
Tributari P/km 2 /yr kg N/km 2 /yr
Mississinewa River 56 1,412
Grant Creek 37 748
Badger Creek 51 1,599
Metocinah Creek 31 798
Hummel Creek 48 1,017
Cart Creek 29 1,779
UEstimate based on five recreation areas, one trailer park, and 120 lake-
shore residences; see Working Paper No. 175.
** See Working Paper No. 175.
-------
17
E. Yearly Loads:
In the following table, the existing phosphorus loadings
are compared to those proposed by Vollenweider (Vollenweider
and Dillon, 1974). Essentially, his “dangerous” loading is
one at which the receiving water would become eutrophic or
remain eutrophic; his “permissible” loading is that which
would result in the receiving water remaining oligotrophic
or becoming oligotrophic if morphometry permitted. A meso-
trophic loading would be considered one between “dangerous”
and “permissible”.
Note that Vollenweider’s model may not be applicable to
water bodies with short hydraulic retention times.
Total Phosphorus Total Nitrogen
Total Accumulated Total Accumulated
grams/m 2 /yr 12.59 6.19 256.3 67.8
Vollenweider phosphorus loadings
(g/m 2 /yr) based on mean depth and mean
hydraulic retention time of Mississinewa Reservoir:
“Dangerous” (eutrophic loading) 1.24
“Permissible” (oligotrophic loading) 0.62
-------
18
V. LITERATURE REVIEWED
Anonymous, 1971. Inventory of municipal waste facilities. EPA
Pubi. OWP—l, vol. 5, Wash., DC.
Anonymous, 1972. Statewide lake survey--data for Mississinewa Reser-
voir. IN Div. of Water Poll. Contr., Indianapolis.
BonHomme, Harold L. , 1976. Personal communication (review of pre-
liminary report; point-source data). IN Div. of Water Poll.
Contr., Indianapolis.
McCollam, Archie, 1975. Personal communication (lake morphometry).
U.S. Geological Survey, Indianapolis.
Vollenwejder, R. A., and P. J. Dillon, 1974. The application of
the phosphorus loading concept to eutrophication research.
Nati. Res. Council of Canada Pubi. No. 13690, Canada Centre
for Inland Waters, Burlington, Ontario.
-------
VI. APPENDICES
APPENDIX A
LAKE RANKINGS
-------
LAKE DATA TO bE USED II RANKINGS
LAKE MEDIAN MEDIAN 500- MEAN 15- MEtJIAN
CODE LAKE NAME TOTAL P INORC’ N MEAN SEC C -ILO .LA MIN 130 DISS O TciO
1805 CATA,4ACT LAKE Q.0S 1.bbO 66.b61 10.74’ 15.000 0.013
1811 GEIST RESE’ VOI 0.07k 1.080 472.500 45.950 11.600 0.009
1817 JAMES LAKE 0.024 1.030 434.000 11.533 15.000 0.008
1827 MISS1SSINEØA RESENVOIR 0.101 2.400 473.444 15.178 i .00o 0.u29
1828 40NMOE PEEI VO1 0.025 0.325 438.b23 6.941 15.000 O.uor
1829 MORSE PESERVOl’ 0.084 3.325 473.222 56.167 1 5.000 0.009
1834 WAWASEE LAKE 0.012 0.210 364.500 5.000 14.600 0.003
1837 WEBSTER LAKE 0.025 0.790 431.000 11.500 15.000 0.005
1839 WHITEWATE? LAKE 0.084 1.620 470.161 33.063 15.000 0.012
1840 WINONA LAKE 0.035 1.250 444.667 11.211 15.000 0.011
1641 WESILEP LAKE 0.035 0.860 627.125 10.712 15.000 0.013
1842 WITHER LAKE 0.035 0.900 440.333 11.917 15.000 0.011
1843 LAKE HA INKUCKE 0.020 0.220 400.400 5.483 15.000 0.003
1844 TIPPECANOE LAKE 0.019 0.195 391.500 6.050 15.000 0.005
1845 DALLAS LAKE 0.029 0.830 413.333 10.067 15.000 0.014
1846 OLIN LAKE 0.012 1.460 403.333 4.867 14.900 0.003
1847 OLIVER LAKE 0.009 0.920 392.000 3.767 14.800 0.006
1848 SYLVAN LAKE 0.170 0.130 469.833 47.480 14.800 0.0 17
18’.9 HOVE’( LAKE 0.062 1.050 489.333 84.267 7.600 0.024
1850 VERSAILLES LAKE 0.139 1.090 482.000 25.078 14.500 0.U1
1851 BASS LAKE 0.040 0.250 471.375 29.367 7.000 0.012
.852 CROOKED LAKE 0.019 0.120 410.111 5.578 15.000 0.005
1653 LAKE. JAMES 0.016 0.190 352.464 4.856 15.000 0.005
1854 LONG LAKE 0.20 ’. 1.920 442.667 16.100 15.000 0.150
1855 PIGEON LAKE 0.058 1.945 442.467 11.900 15.000 0.015
1856 MARSH LAKE 0.09) 0.270 451.333 34.467 15.000 0.055
1857 HAMILTON LAKE 0.033 0.720 413.161 17.450 15.000 0.015
-------
PERCENT OF LAKES WIT 4 MIGMER VALUES (NUMBEN OF LAKES I1H HIGM M VALUES)
LAKE
CODE
LAKE NAME
MEDIAN
TOTAL P
MEDIAN
INO4L,
N
500—
MEAN EC
MEAN
CNLOPA
IS—
MIN 00
DISS
MEU IAN
ORTHO P
1N lEX
N(j
IHOS
CA1A ACt LAI E
37
9)
IS (
4)
ii (
8)
62 C
16)
iS I 0)
37
( 9)
11
1811
6 (1ST RESERVOIM
27 I
n
35 C
9
15
‘.
12 C
3
92 C 241
62
I 16)
243
1817
JAMES LAKE
73 I
19)
42 I
II)
8 (
15)
50 C
13)
35 I 0)
65
I 17)
323
1827
M1SSISS1NE A R(SEMVOIP
12 C
3)
4 I
I)
B (
2)
38 1
10)
35 I 0)
8
1 2)
lOS
1828
MONROE PESERVOI.)
67 C
17)
09 C
IA)
54 I
14)
)‘3 C
19)
35 I 0)
69
1 18)
367
1829
MOMSE PESENVOIP
23 I
6)
0 I
0)
12 I
3)
4 C
1)
35 I 0)
58
1 IS)
132
1836
WAWASEE LAKE
94 I
24)
85 C
22)
96 C
25)
88 I
23)
85 I 22)
98
I 25)
5’6
1837
WEBSTEP LAKE
67 C
17)
62 I
16)
62 C
16)
54 I
16)
35 C 0)
81
C 21)
301
1839
WH1TEWATE4 LAKE
19 C
5)
19 C
5)
23 I
6)
19 I
5)
35 C 0)
42
Ill
151
1840
WINONA LAKE
50 I
12)
27 C
7)
38 C 10)
58 I
15)
35
I 0)
52
C 13)
260
184)
WESTLEP LAKE
50 C
12)
54 C
14)
65 C 17)
65 I
17)
35
C 0)
37
I 9)
306
1842
WITMER LAKE
SO C
12)
50 C
13)
50 C 13)
42 I
11)
35
C 0)
52
C 13)
279
1863
LAKE MAXINKUCKEE
77 C
20)
81 C
21)
85 1 22)
85 I
22)
35
I 0)
98
C 25)
461
1844
TIPPECANOE LAKE
85 C
22)
88 I
23)
92 C 24)
77 1
20)
35
I 0)
85
C 22)
462
1845
DALLAS LAKE
62 C
16)
58 I
15)
69 C 18)
69 I
18)
35
C 0)
31
I 8)
324
1846
OLIN LAKE
94 C
2’.)
23 C
6)
81 C 21)
92 I
24)
73
I 19)
92
C 24)
455
1847
OLIVER LAKE
100 C
26)
46 I
12)
88 C 23)
100 I
26)
79
C 20)
88
C 23)
501
1848
SYLVAN LAKE
4 C
I)
96 I
25)
27 C 7)
8 I
2)
79
C 20)
23
I 6)
237
1849
IIOVEY LAKE
31 I
8)
38 I
10)
0 ( 0)
0 I
0)
96 1 25)
12
C 3)
177
1850
VERSAILLES LAKE
8 I
2)
31 C
8)
4 C 1)
27 I
7)
88
C 23)
15
C 4)
173
1851
BASS LAKE
42 I
I I)
77 I
20)
19 C 5)
23 I
6)
100 C 26)
.6
C 12)
307
1852
CROOKED LAKE
81 C
21)
100 I
26)
77 C 20)
81 C
21)
35 C 0)
75
C 19)
449
1853
LAKE JAMES
88 I
23)
92 I
24)
100 C 26)
96 I
25)
35 C 0)
75
C 19)
480
1854
LONG LAKE
0 C
0)
12 I
3)
44 I II)
35 I
V)
35 C 0)
0
C 0)
126
1855
PIGEON LAicE
37
91
8 C
2)
44 1 II)
46
12)
35
C 0)
27
I 7)
1 1
1856
MAMSH LAKE
IS C
4)
73 C
19)
35 C 9)
15 C
4)
35
I 0)
4
I 1)
177
1857
HAMILTON LAKE
58 C
15)
65 I
17)
73 C 191
31 I
8)
35 C 0)
19
C 5)
281
-------
LAKES PANKEC) BY INDEX NOS.
RANK LAKE CODE LAKE NAME INDEX NO
I £836 WAWASEE LAKE 546
2 OLIVER LAKE 501
3 1853 LAKE JAMES 486
4 1844 TIPPECANDE LAKE 462
S 1843 LAKI .4AXINKUCPcEE 461
6 1846 OLIN LAKE 455
7 1852 CPOOPcED LAKE 449
8 1828 MONROE RESEp VOjR 367
9 1837 WE8STER LAKE 361
10 1845 DALLAS LAKE 324
I I 1817 JAMES LAKE 323
12 1851 BASS LAKE 307
13 1841 WESTLER LAKE 306
I’ 1857 HAMILTON LAKE 281
15 1842 WITHER LAKE 279
16 1840 WINONA LAKE 260
17 1811 GEIST RESERVOIR 2’.3
18 1848 SYLVAN LAKE 237
19 1805 CATAHACT LAKE 217
20 1855 PIGEON LAKE 197
21 1856 MARSH LAKE 177
22 1849 HOVEY LAKE 177
23 1850 VERSAILLES LAKE 173
24 1839 WHITCIATER LAKE £57
25 1829 MORSE RESERVOIR 132
26 £854 LONG LAKE 126
27 1827 MISSISSINEWA RESERvOIR 105
-------
APPENDIX B
CONVERSION FACTORS
-------
CONVERSION FACTORS
Hectares x 2.471 = acres
Kilometers x 0.6214 = miles
Meters x 3.281 = feet
Cubic meters x 8.107 x l0 = 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 = lbs/square mile
-------
APPENDIX C
TRIBUTARY FLOW DATA
-------
TRIBUTARY FLOW INFORMATION FOR INDIANA
03/29/76
LAKE CODE 1827
I4ISSISSINEWA LAKE
TOTAL DRAINAGE AREA OF LAKE(SO KM) 2 91.2
TOTAL DRAINAGE AREA OF LAKE =
SUM OF SUB—DRAINAGE AREAS
MEAN MONTHLY FLOWS AND OAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR
MEAN FLOW DAY FLOW DAY
FLOW UAY FLOW
6 13 37.775
7 73 9.628
8 73 22. 144
9 73 6.881
10 73 14.328
11 73 13.989
12 73 31.970
1 74 54.283
2 74 104.829
3 74 21.492
4 74 44.939
5 74 29.619
6 73 36.132
7 73 8.552
8 73 16.679
9 73 2.832
10 73 2.718
11 73 19.227
12 73 44.939
1 74 74. 162
2 74 31.941
3 74 24.692
4 14 47.431
5 74 25.060
9 89.481
9 5.975
16 58.899
13 2.973
12.205
19 15.404
3 144.699
8 137.620
4 103.356
14 2.039
16 165.937
15 47.006
9 48.252
9 4.332
16 77.900
13 2.492
15 2.435
19 4.417
3 15.348
8 9.599
4 20.048
14 13.535
16 15.178
15 93.304
SUB—D lAINAGE
TRIBUTARY AREA(SQ KM)
NORMALIZED FLOWSCMS)
JAN FEB MAR APR MAY JUN JUL AUG
1827A1
2091.2
21.07
37.10
24.58
20.44
19.82
9.63
7.25
4.16
23.67
22.23
36.53
26.22
20.91
1827A2
1815.6
22.74
27.84
21.04
39.36
16.08
10.70
6.26
3.82
14.22
10.05
27.01
23.62
18.44
182781
28.0
0.340
0.396
0.566
0.538
0.340
0.263
0.156
0.051
0.051
0.051
0.136
0.255
0.261
1827C1
7.8
0.088
0.110
0.161
0.150
0.093
0.074
0.042
0.011
0.011
0.014
0.037
0.074
0.072
182701
38.8
0.453
0.566
0.793
0.736
0.481
0.368
0.218
0.074
0.071
0.074
0.190
0.340
0.362
1827E1
33.7
0.396
0.481
0.680
0.651
0.425
0.311
0.190
0.062
0.062
0.065
0.164
0.311
0.316
1827F1
32.9
0.396
0.481
0.680
0.623
0.396
0.311
0.184
0.062
0.059
0.062
0.161
0.311
0.310
182hZ
121.5
1.50
1.76
2.46
2.32
1.50
1.13
0.68
0.26
0.24
0.26
0.59
1.08
1.15
SEP OCT NOV DEC MEAN
SUMMARY
2091.2
TOTAL
FLOW
IN
=
252.43
2078.2
TOTAL
FLOW
OUT
=
252.70
1827A1
182742
19 31.715
29 43.608
19 40.408
29 64.534
-------
TRIBUTARY FLOW INFORMATION FOR INDIANA 03/29/78
LAKE CODE 1827 NISSISSINEWA LAKE
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTARY MONTH YEAR MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
1827b1 6 73 0.549 9 0.748
7 73 0.113 9 0.051
8 73 0.249 16 1.186
9 73 0.028 13 0.023
10 73 0.028 15 0.023
11 73 0.300 19 0.051
12 73 0.685 3 0.238
1 74 1.155 8 0.130
2 74 0.487 4 0.306 19 0.623
3 74 0.388 14 0.193 29 1.000
4 74 0.725 16 0.238
5 74 0.388 15 1.436
1827C1 6 73 0.153 9 0.201
7 73 0.266 9 0.008
8 73 0.068 16 0.334
9 73 0.003 13 0.108
10 73 0.003 15 0.002
11 73 0.082 19 0.000
12 73 0.187 3 0.059
74 0.317 8 0.034
2 74 0.133 4 0.082 19 0.170
3 74 0.102 14 0.051 29 0.272
4 74 0.201 16 0.059
5 74 0.108 15 0.399
182701 6 73 0.753 9 1.019
7 73 0.178 9 0.091
8 73 0.340 16 1.614
9 73 0.059 13 0.051
10 73 0.057 15 0.051
11 73 0.399 19 0.093
12 73 0.801 3 0.311
I 74 1.501 8 0.201
2 74 0.651 4 0.425 19 0.850
3 74 0.745 14 0.280 29 1.359
4 74 0.807 16 0.311
5 74 0.538 15 1.954
1827E1 6 73 0.651 9 0.878
7 73 0.153 9 0.079
8 73 0.300 16 1.416
9 73 0.051 13 0.045
10 73 0.048 15 0.045
ii 73 0.345 19 0.079
12 73 0.694 3 0.278
1 74 1.320 8 0.173
2 74 0.572 ‘. 0.368 19 0.736
3 74 0.643 14 0.244 29 0.116
4 74 0.697 16 0.275
5 74 0.464 15 1.671
-------
TRIBUTARY FLOW INFOI MATION FOR INDIANA 03/29/76
LAKE CODE 1827 MISSISSINEWA LAKE
MEAN MONTHLY FLOWS AND DAILY FLOWS(CMS)
TRIBUTAF Y MONT’-I YEAP MEAN FLOW DAY FLOW DAY FLOW DAY FLOW
1827F1 6 73 0.637 9 0.850
7 73 0.150 9 0.076
8 73 0.294 16 1.359
9 73 0.0S1 13 0.045
10 73 0.048 15 0.042
11 73 0.337 19 0.079
12 73 0.677 3 0.272
1 74 1.291 8 0.170
2 74 0.561 4 0.340 19 0.708
3 74 0.629 14 0.238 29 1.133
4 74 0.682 16 0.266
5 74 0.453 15 1.642
1827ZZ 6 73 2.407 9 3.228
7 73 0.566 9 0.283
8 73 1.104 16 5.210
9 73 0.190 13 0.167
10 73 0.184 15 0.164
11 73 1.274 19 0.283
12 73 3.002 3 1.019
1 74 4.955 8 0.651
2 74 2.124 4 1.331 19 2.718
3 74 1.64? 14 0.906 29 4.304
4 74 3.171 16 1.019
5 74 1.671 15 6.230
-------
APPENDIX D
PHYSICAL and CHEMICAL DATA
-------
STORET RETRIEVAL DATE 76/03/30
182701
40 40 15.0 085 48 10.0 3
MISSISSINEWA RESEI4VOIR
18169 INDIANA
051791
I1EPALES 2111202
0018 FEET DEPTH CLASS 00
00010 00300 00077 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP CNDUCTVY PH T ALK NH3—N TOT KJEL NO &NO3 PHOS—DIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTMO
TO DAY FEET CENT MG/L INCHES HICROMMO SU MG/L MG/I MG/L HG/L MG/L P
73/05/03 10 00 0000 15.1 18 500 8 00 189 0.150 0.900 1.700 0.084
10 00 0003 15.1 7.8 495 8.00 187 0.150 0.800 2.000 0.083
10 00 0015 15.1 7.6 500 8.00 189 0.140 0.800 2.400 0.083
73/08/03 10 30 0000 24.2 13 475 8.60 156 0.100 1.700 1.740 0.009
10 30 0005 23.8 9.0 477 8.40 156 0.120 1.300 1.640 0.009
10 30 0015 23.3 8.2 459 8.20 156 0.130 1.300 1.760 0.011
73/10/15 15 10 0000 19.6 11 724 8.30 290 0.380 1.600 1.060 0.045
15 10 0005 18.7 6.0 704 7.90 260 0.440 1.400 1.280 0.064
15 10 0008 18.2 5.0 700 7.80 256 0.480 1.500 1.260 0.067
00665 32217
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
73/05/03 10 00 0000 0.162 5.9
10 00 0003 0.169
10 00 0015 0.131
73/08/03 10 30 0000 0.168 46.7
10 30 0005 0.135
10 30 0015 0.180
73/10/15 15 10 0000 0.143 32.7
15 10 0005 0.204
15 10 0008 0.267
-------
STORET RETRIEVAL DATE 76/03/30
73/05/03 10 45 0000
10 45 0005
10 45 0015
10 45 0035
10 45 0052
73/08/03 11 00 0000
11 00 0005
11 00 0015
Ii 00 0025
11 00 0041
73/10/IS 15 25 0000
15 25 0005
15 25 0015
15 25 0025
15 25 0036
0.121
0.1)8
0.121
0.122
0.126
0.062
0.049
0.053
0.068
0.233
0.046
0.050
0.057
0.074
0.139
182702
40 40 50.0 085 53 08.0 3
MISSISSINEWA RESERVOIR
18169 INDIANA
051791
1 IEPALES 2111202
0055 FEET DEPTH CLASS 00
DATE
TIME
DEPTH
WATER
DO
TRANSP
CNDUCTVY
PH
7 ALK
NH3—N
TOT
I JEL
NO2 N03
PI4OS—DIS
FROM
OF
TEMP
SECCHI
FIELD
CACO3
TOTAL
N
N—TOTAL
ORTHO
TO
DAY
FEET
CENT
MG/L
INCHES
MICROMMO
SU
HG/L
MG L
M6/L
NG/L
MG/L P
73/05/03
10 45 0000
14.7
27
460
8.00
167
0.110
0.800
2.300
0.085
10 45 0005
14.6
8.1
460
8.00
167
0.100
0.700
2.300
0.071
10 45 0015
14.6
8.0
460
8.00
167
0.100
0.600
2.300
0.071
10 45 0035
14.6
8.0
460
8.00
167
0.110
0.500
2.300
0.075
10 45 0052
13.6
8.9
480
7.90
176
0.150
0.600
2.300
0.074
73/08/03
11 00 0000
25.3
26
497
8.00
16’.
0.070
1.000
2.970
0.010
11 00 0005
24.6
5.2
490
7.90
165
0.070
0.800
2.850
0.012
II 00 0015
24.5
5.1
490
7.90
165
0.080
0.800
3.120
0.013
11 00 0025
24.5
3.9
503
7.70
168
0.140
0.800
2.990
0.022
1) 00 0041
23.7
0.2
521
7.50
181
0.620
1.800
2.090
0.036
73/10/15
15 25 0000
20.6
33
447
7.90
168
0.080
0.700
1.540
0.014
15 25 0005
20.6
5.6
448
7.90
167
0.070
0.700
1.470
0.01 ,
15 25 0015
20.3
5.4
457
7.80
170
0.120
0.800
1.440
0.020
15 25 0025
20.1
5.0
470
7.80
179
0.130
0.800
1.450
0.022
15 25 0036
20.0
3.6
531
7.70
197
0.3)0
1.200
00665 322)7
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
8. 1
7.7
10 • I
-------
STORET RETRIEVAL DATE 76/03/30
182703
40 42 46.0 085 56 39.0 3
MISSISSINEWA RESERVOIR
18103 INDIANA
OS 1791
I IEPALES 2111202
0078 FEET DEPTH CLASS 00
00010 00300 00017 00094 00400 00410 00610 00625 00630 00671
DATE TIME DEPTH WATER DO TRANSP CNDUCTVY PH T ALK NH3—N TOT KJEL N02 NO3 PHOS—QIS
FROM OF TEMP SECCHI FIELD CACO3 TOTAL N N—TOTAL ORTHO
TO DAY FEET CENT MG/L INCHES MICRONHO SU MG/L H&/L MG/L MG/L MG/L P
73/05/03 11 30 0000 13.9 ‘.0 455 8.10 167 0.100 0.800 2.500 0.058
11 30 0004 13.9 9.4 455 8.10 167 0.070 0.500 2.500 0.062
11 30 0015 13.8 9.4 455 8.10 165 0.070 0.600 2.500 0.059
11 30 0045 13.8 9.4 455 8.10 168 0.070 0.500 2.500 0.061
11 30 0074 12.4 9.4 455 8.10 166 0.130 0.600 2.500 0.070
73/08/03 11 30 0000 24.5 35 477 8.00 163 0.060 0.800 3.360 0.006
11 30 0005 24.1 4.6 473 7.90 165 0.070 0.100 3.360 0.007
11 30 0015 24.0 3.9 473 7.80 165 0.060 0.700 3.490 0.010
11 30 0030 23.9 1.0 480 7.50 169 0.060 0.700 3.360 0.019
11 30 0045 22.9 0.1 492 7.40 179 0.400 1.200 2.970 0.031
73/10/15 14 20 0000 20.7 36 435 8.00 162 0.100 1.100 1.730 0.005
14 20 0005 20.7 6.4 430 8.00 162 0.110 0.800 1.730 0.007
14 20 0015 20.5 6.2 425 7.90 160 0.090 0.800 1.640 0.012
14 20 0035 20.3 6.0 430 7.90 184 0.130 0.900 1.110 0.015
14 70 OOSO 20.2 1.8 570 7.60 200 0.440 1.400 1.040 0.030
14 20 0060 20.1 0.0 623 7.6C 238 0.670 1.600 0.650 0.040
00665 32211
DATE TIME DEPTH PHOS—TOT CHLRPHYL
FROM OF A
TO DAY FEET MG/L P UG/L
13/05/03 11 30 0000 0.107 14.2
11 30 0004 0.108
11 30 0015 0.105
11 30 0045 0.105
1! 30 0074 0.110
73/08/03 11 30 0000 0.039 5.0
11 30 0005 0.032
11 30 0015 0.035
11 30 0030 0.045
11 30 0045 0.080
73/10/15 14 20 0000 0.046 11.6
14 20 0005 0.054
14 20 0015 0.047
14 20 0035 0.103
14 20 0050 0.198
I ’. 20 0060 0.205
-------
APPENDIX E
TRIBUTARY and WASTEWATER
TREATMENT PLANT DATA
-------
STORET RETRIEVAL DATE 76/03/30
1 R?7A 1
40 44 02.0 085 57 30.0 4
MISSISSINEWA RIVER
18 7.5 PEORIA
0/MISSISSINEWA RES 051791
SEC RD BRDG JUST t3ELO DAM
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NH3 -N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET HG/L P4G/L MG/L MG/L P MG/L P
73/06/09 11 10 1.920 1.050 0.090 0.028 0.050
73/07/09 13 50 2.900 1.890 0.470 0.072 0.135
73/08/16 13 45 2.600 1.000 0.300 0.030 0.050
73/09/13 14 00 1.800 0.860 0.038 0.006 0.030
73/10/15 14 23 1.360 1.400 0.150 0.020 0.060
73/11/19 15 01 1.360 0.600 0.028 0.020 0.050
73/12/03 10 41 2.900 1.400 0.180 0.030 0.155
74/01/08 11 00 3.960 1.300 0.148 0.112 0.240
74/02/04 10 45 3.200 0.900 0.110 0.120 0.240
74/02/19 10 55 2.700 1.050 0.115 0.100 0.193
74/03/14 09 30 2.800 1.100 0.100 0.090 0.170
74/03/29 12 00 3.000 1.050 0.140 0.080 0.13U
74/04/16 3.000 1.500 0.140 0.080 0.095
74/05/15 11 00 2.640 0.700 0.080 0.060 0.120
-------
STORET RETRIEVAL DATE 76/03/30
1827A2
40 35 05.0 085 39 40.0
MISSISSINEWA W1VER
18 7.5 MARION
1/MISSISSINEWA RES
HWY 9/37 BRDG .5 N
1 1EPALES
0000 FEET DEPTH
4
051791
OF MARION CITY LIMITS
2111204
CLASS 00
00630
00625
00610
00671
00665
DATE
TIME
DEPTH
N02&N03
TOT KJEL
NH3’N
PHOS—DIS
PHOS-TOT
FROM
OF
N—TOTAL
N
TOTAL
ORTHO
TO
DAY
FEET
MG/L
MG/L
MG/L
MG/ .. P
MG/L P
73/06/09
09
30
5.600
3.170
0.198
0.132
0.320
73/07/09
12
55
2.400
2.310
0.252
0.0b6
0.210
73/08/16
73/09/13
12
10
30
30
3.300
0.110
2.900
3.100
0.094
1.020
0.147
0.060
0.620
0. S0
73/10/15
12
34
1.360
2.900
1.600
0.273
0.420
73/11/19
13
05
2.100
2.300
0.860
0.108
0.230
73/12/03
09
22
3.800
1.800
0.360
0.100
0.180
74/01/08
09
15
3.000
1.200
0.288
0.124
0.180
74/02/04
09
15
2.940
1.000
0.155
0.085
0.165
74/02/19
09
30
2.700
1.100
0.160
0.140
0.240
74/03/14
12
15
2.760
1.000
0.105
0.065
0.145
74/03/29
10
05
1.600
3.200
0.175
0.075
74/04/16
09
30
2.640
2.600
0.300
0.065
0.105
74/05/15
09
35
3.700
3.000
0.170
0.105
-------
STORET RETRIEVAL DATE 76/03/30
182781
40 40 29.0 085 43 30.0 4
GRANT CkEE,c
18 7.5 LA FONTAINE
T/MtSSISSINEWA RES 051791
riwy 15 GROG IN LA FONTAINE
I1EPALES 2111204
0000 FEET DEPTh CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NPI3—N PHOS—DIS PHOS—TOT
FROM OF N-TOTAL N TOTAL ORTHO
10 DAY FEET MG/L MG/L MG/L MG/L MG/L P
73/06/09 10 30 1.220 1.680 0.154 0.036 0.115
73/07/09 13 15 0.220 1.470 0.082 0.032 0.150
73/08/16 13 20 1.200 1.540 0.076 0.066 0.155
73/09/13 10 59 0.250 0.370 0.020 0.014 0.045
73/10/15 13 04 0.130 0.300 0.044 0.017 0.060
73/11/19 13 56 0.152 1.000 0.024 0.052 0.390
73/12/03 09 5. 2.100 0.800 0.088 0.040 0.060
74/01/08 10 00 1.440 0.400 0.049 0.012 0.035
74/02/04 0 52 0.276 0.750 0.070 0.020 0.050
74/02/19 09 55 1.260 0.400 0.055 0.030 0.050
74/03/14 10 05 1.440 0.400 0.035 0.020 0.045
74/03/29 10 30 2.900 3.600 0.163 0.085
74/04/16 09 55 0.860 0.500 0.055 0.0 10 0.025
74/05/15 10 05 5.500 1.900 0.090 0.120 0.440
-------
STORET RETRIEVAL DATE 76/03/30
1827C1
40 40 02.0 085 43 44.0 4
BADGEI CREEK
18 7.5 LA FONTAINE
T/MISSISSINEWA RES 051791
1100 S RU RDG .5 MI W Of IN HWY 15
1 1EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH NO2 NO3 TOT KJEL NH3—N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET MG/L MG/L MG/L MG/L P MG/L P
73/06/09 10 25 5.500 2.000 0.138 0.176 0.190
73/07/09 15 13 3.600 0.720 0.044 0.132 0.165
73/08/16 13 15 2.040 1.150 0.056 0.168 0.260
73/09/13 10 59 1.900 0.500 0.046 0.044 0. Od O
73/10/15 12 57 0.029 0.750 0.046 0.078 0.145
73/11/19 13 3) 5.000 2.500 1.440 0.390 0.450
73/12/03 09 43 4.620 0.800 0.160 0.152 0.170
74/01/08 09 50 4.300 0.850 0.092 0.056 0.087
76/02/04 09 45 4.000 0.600 0.095 0.045 0.070
74/02/19 10 00 2.800 0.800 0.240 0.100 0.125
74/03/14 10 10 4.000 0.700 0.165 0.060 0.105
74/03/29 11 00 5.800 2.300 0.125 0.120
74/04/16 10 00 3.900 1.900 0.110 0.040 0.045
74/05/15 10 10 8.500 1.600 0.195 0.090 0.345
-------
STORET RETRIEVAL DATE 76/03/30
182701
40 3 32.0 085 42 35.0 4
METOCINAH C1 EE
18 7.5 LA FONTAINE
T/MISSISSINEWA RES 051791
HWY 15 BROG 2.2 SS . OF LA FONTAIr E
IIEPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 0 610 00671 00665
DATE TIME DEPTH NO2 .NO3 TOT KJEL NH3-N PHOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET MG/L MG/L MG/I MG/L P MG/L P
73/06/09 10 15 1.500 2.730 0.200 0.024 0.050
73/07/0 13 10 0.290 1.050 0.138 0.009 0.020
73/08/16 13 0( 0.680 1.200 0.093 0.074 0.183
73/09/13 10 55 0.340 1.000 0.144 0.005 0.010
73/10/15 12 52 0.300 0.300 0.069 0.008 0.015
73111/19 13 27 0.320 0.200 0.048 0.020 0.020
73/12/03 09 40 1.680 1.150 0.088 0.052 0.100
74/01/08 09 45 1.040 0.700 0.140 0.016 0.035
74/02/04 09 37 0.672 0.500 0.170 0.010 0.025
74/02/19 09 50 0.910 1.200 0.195 0.085 0.280
74/03/14 09 50 0.9 0 0.600 0.090 0.015 0.050
74/03/29 10 43 2.100 4.600 0.165 0.115
74/04/16 09 45 0.552 2.400 0.170 0.010 0.025
74/05/15 10 00 4.900 2.725 0.160 0.085 0.550
-------
STORET RETRIEVAL DATE 76/03/30
1827E1
40 35 17.0 085 39 38.0 4
HUMMEL CREEK
18 7.5 MARION
T/MISSISSINEWA RES 051791
SEC BRDG .6 M l N OF MARION CITY LIMIT
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NH3-N Pi-lOS—DIS PHOS—TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET MG/L MG/L MG/L MG/L P MG/L P
73/06/09 09 54 4.500 3.150 0.273 0.054 0.130
73/07/09 13 00 1.580 1.100 0.017 0.025 0.080
73/08/16 12 45 1.740 1.600 0.082 0.105 0.270
73/09/13 10 32 0.320 0.840 0.054 0.021 0.045
73/10/15 12 37 0.010K 0.750 0.013 0.026 0.050
73/11/19 13 10 0.060 0.400 0.028 0.005 0.031
73/12/03 09 ?5 3.400 1.300 0.060 0.116 0.230
74/01/08 09 20 2.800 0.700 0.068 0.068 0.115
74/02/04 09 21 1.680 2.400 0.125 0.060 0.230
74/02/19 09 35 1.500 0.800 0.160 0.075 0.130
74/03/14 09 35 1.850 1.900 0.095 0.045 0.240
74/03/29 10 10 1.520 1.800 0.075 0.065 0.400
7’./04/16 09 33 1.320 1.700 0.100 0.030 0.130
74/05/15 09 45 2.940 3.100 0.170 0.097
K VALUE KNOWN TO 8E
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE /03/30
1827F1
40 38 20.0 085 47 4 ( 1.0 4
CAl T CREEK
18 7.5 SOMERSET
T/MISSISSINEWA RES 051791
600 N RD RDG 2.6 E OF 800 W RD
11EPALES 2111204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665
DATE TIME DEPTH N02&N03 TOT KJEL NH3-N PHOS—DIS PHOS-TOT
FROM OF N—TOTAL N TOTAL ORTHO
TO DAY FEET MG/L MG/L MG/L MG/L P MG/L p
73/06/0? 11 50 8.800 0.880 0.046 0.038 0.070
73/07/09 14 20 2.400 1.050 0.064 0.056 0.120
73/08/16 14 15 2.100 1.150 0.039 0.130 0.240
73/09/13 15 00 1.320 2.400 0.061 0.021 0.055
73fl f15 15 55 0.830 0.450 0.028 0.021 (1.050
73/11/19 15 ?8 1.920 0.500 0.028 0.028 0.0’.2
73/12/03 10 15 4.900 0.800 0.032 0.080 0.115
74/01/08 10 18 5.200 0.600 0.028 0.02’. 0.040
74/02/04 10 10 4.400 1.100 0.165 0.035 0.065
74/02/19 10 15 4.200 0.400 0.030 0.030 0.04
74/03/14 11 00 5.460 0.500 0.020 0.025 0.030
74/03/29 10 35 3.080 2.800 0.095 0.120
14/04/16 10 15 4.700 0.900 0.041 0.015 0.022
74/OS/15 10 25 16.000 2.100 0.240 0.105 0.360
-------
STORET RETRiEVAL DATE 76/03/30
P01827ZA P000lJO
31.0 085 35 00.0 4
3ROOK MMP
18 GRANT CO HWY MAP
T/MISSISSINEWA RESERVOIR 051791
LUGER CREEK
11EPALES 2141204
0000 FEET DEPTH CLASS 00
1827LA
40 32
SHADY
00630
00625
00610
00671
00665
50051
50053
DATE
TIME
DEPTH
N02&N03
TOT KJEL
NH3-N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
FROM
OF
N—TOTAL
N
TOTAL
URTHO
PATE
FLOW—MGD
TO
DAY
FEET
MG/L
MG/I.
MG/L
MG/L P
MG/L
INST MGD
MONTHLY
73/07/18
0.020
24.000
1.100
3.150
4.500
73/08/22
14
00
0.0 12
11.000
0.252
0.660
0.006
0.006
73/09/28
15
30
0.290
9.900
0.640
2.550
..700
0.006
0.006
73/10/30
1’.
30
3.300
1.200
0.100
3.570
4.500
0.006
0.006
73/11/30
15
00
1.900
1.000
0.045
1.400
1.950
0.006
0.006
73/12/31
16
30
0.840
3.100
0.120
1.260
2.400
0.006
0.006
74/01/31
16
00
0.040
1.000K
9.700
1.600
2.500
0.015
0.015
74/02/28
16
30
1.680
1.000K
0.050K
1.700
2.100
0.005
0.005
74/03/31
16
30
1.720
1.000K
0.250K
0.955
1.450
0.005
0.005
74/04/30
16
30
1.440
1.000K
0.580
0.810
0.005
0.005
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/03/30
1827YA AS1827YA P000200
40 30 20.0 085 39 25.0 4
DEERW000 COURT MHP
18 GRANT Co HWY MAP
1/MISSISSINEWA RESERVOIR 051791
DEER CREEK
11EPALES 2141204
0000 FEET DEPTH CLASS 00
00630 00625 00610 00671 00665 50051 50053
DATE TIME DEPTH NO2 .NO3 TOT KJEL NH3—N PHOS—DIS PHOS-TOT FLOW CONDUIT
FROM OF N—TOTAL N TOTAL ORTHO R4TE FLOW—MGD
TO DAY FEET MG/L MG/L Mt3/L MG/L P MG/L P INST MGD MONTHLY
73/06/29 17 00 3.400 5.950 0.140 4.100 5.100 0.009
73/08/01 14 00 0.150 19.000 5.900 3.000 4.940
73/09/01 11 30 8.100 0.160 3.200 4.000 0.008
73/10/02 16 00 0.019 29.000 13.700 1.990 6.050 0.008
73/11/05 17 20 0.210 23.000 13.000 1.680 2.400
73/12/06 16 30 0.190 20.000 8.800 1.900 2.400
74/01/07 16 35 0.120 15.000 5.040 2.800 3.000
74/02/02 18 00 0.280 14.000 3.800 2.000 ,.700
74/03/05 18 30 0.520 22.500 7.400 4.S00 6.000
74/04/01 11 00 6.800 1.000K 0.050K 2.500 2.800
74/05/03 17 30 0.320 6.500 0.079 4.200 5.200
K VALUE KNOWN TO E
LESS THAN INDICATED
-------
STORE’I’ RETRIEVAL DATE 76/03/30
1827X4 TF1827XA P003000
40 ?7 30.0 065 29 25.0 4
UPLAND
ia GRANT Co HWY MAP
T/MISSISSINEWA RESERVOIR 051791
LAKE 3RANCH
1 1EPALES 2141204
0000 FEET DEPTH CLASS 00
00630
0062
00610
00671
00665
50051
50053
DATE
TIME
DEPTH
NO2 NO3
TOT KJEL
NH3—N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
FROM
OF
N-TOTAL
N
TOTAL
ORTHO
ATE
FLOw-MGD
TO
DAY
FEET
MG/L
MG/L
MG/L
MG/L P
MG/L P
INST MGD
MONTHLY
73/06/11
12
30
2.100
29.000
8.200
3.800
5.400
0.300
0.415
73/07/11
12
15
1.150
22.000
6.400
5.000
6.100
0.2S0
0.380
73/08/15
08
45
2.100
8.200
0.110
0.730
2.400
0.886
0.280
73/09/10
10
30
0.320
29.000
12.200
4.060
5.050
0.380
0.350
73/10/10
09
15
0.360
20.000
9.500
3.300
4.950
0.408
0.432
73/11/13
08
15
0.200
26.000
12.600
4.200
5.300
0.355
0.360
73/12/12
12
15
0.540
27.000
11.200
4.000
5.600
0.387
0.426
74/01/11
13
30
1.200
17.000
6.600
3.300
4.300
0.340
0.309
74/02/11
12
45
0.560
26.000
8.100
3.000
5.100
0.314
0.334
74/03/12
13
00
0.400
17.000
5.000
0.484
0.591
74/04/11
14
45
1.440
1.000K
0.130
1.450
1.700
0.462
0.624
74/05/10
14
15
0.520
17.000
4.500
2.900
4.150
0.572
0.414
74/06/10
12
50
3.800
1.000K
0.910
2.600
3.600
0.369
0.316
K VALUE KNOWN TO E
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/03/30
1827W8 AS I827WB P003474
40 25 42.0 085 39 00.0 4
FAIRMONT
18 GRANT Co HwY MAP
T/MISSISSINEWA RESERVOIR 051791
BACK CREEK
1 1EPALES 2141204
0000 FEET DEPTH CLASS 00
00630
00625
00610
00671
00665
50051
50053
N02&N03
TOT KJEL
NH3—N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
N-TOTAL
N
TOTAL
ORTHO
RATE
FLOW—MGO
MG/L
MG/L
MG/L
MG/L P
MG/L P
INST MOD
MONTHLY
DATE
FROM
TO
73/06/11
73/08/ 11
73/09/11
73/10/11
73/11/12
73/12/11
74/01/11
74/02/14
74/03/ 11
74/04/ 11
74/07/11
74/08/12
74/09/ 11
74/ 10/ 14
TIME DEPTH
OF•
DAY FEET
08 00
08 15
08 00
08 30
08 30
09 30
09 00
08 00
20 30
08 30
09 00
08 30
21 30
09 00
0.850
0.080
0.O lOrc
0.020
0.190
0.740
0.880
6.000
6,600
7.920
0.040
4.500
0.400
5 • 940
8 • 050
33. 600
30. 000
25. 000
30.000
12. 500
9.300
1.300
1.000K
1.000K
17.000
25.000
22. 000
19.500
0.037
7. 100
11. 300
18.000
16.800
2.500
1.900
0.051
0.050K
0.063
0.200
10.500
10.000
13. 000
0.760
2.520
8.360
3.100
2.20 0
2.100
1.040
0.810
0.050K
1.450
3.300
0.975
1 .400
4.500
0.910
14.500
11.500
4.200
6.600
2.500
1.200
1.050
1.200
1.S00
3,900
1.550
1.650
5.000
0.5’.4
0.213
0.400
0.400
0.350
0.550
0.300
0.450
0.450
0.325
0.375
0.250
0 • 350
0.150
0.521
0.308
0.373
0.400
0.440
0.500
0.300
0,401
0.400
0.430
0.400
0.350
0.350
0.300
K VALUE KNOWN TO BE
LESS IHAN INDICATED
-------
STORET RETRIEVAL DATE 76/03/30
1827WA TF1827WA
40 28 20.0 085 38 00.0 4
JONES BORO
18 GRANT Co HWY MAP
T/MISSISSINEWA RESERVOIR 051791
bACK CREEK
1IEPALES 2141204
0000 FEET DEPTH CLASS 00
P002500*
00630
00625
00610
00671
00665
50051
50053
DATE
TIME
DEPTH
N02&N03
TOT KJEL
NH3—N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
FROM
OF
N-TOTAL
N
TOTAL
ORTIIO
RATE
FLOW-MGD
TO
DAY
FEET
MG/L
MG/L
MG/L
HG/L P
MG/L P
INST MGD
MONTHLY
73/09/24
12
00
3.200
10.500
1.050
0.084
0.915
0.200
0.280
73/10/18
11
00
0.480
17.000
2.500
0.189
0.930
0.100
0.323
73/11/27
12
00
1.470
10.000
0.035
0.222
0.690
0.350
0.322
73/12/26
13
00
1.380
4.700
0.130
0.310
0.490
0.600
0.240
74/01/21
10
00
3.840
7.400
0.076
0.069
0.500
1.100
0.380
74/03/19
11
00
0.640
12.000
0.870
0.620
1.900
0.200
0.360
74/0’./22
11
00
1.920
9.800
0.780
0.150
0.870
0.200
0.466
-------
STORE! RETRIEVAL DATE 76/03/30
1S27AC TF1827AC P002000
40 20 45.0 085 21 52.0 4
EATON
18 DELAWARE Co HWY
T/MISSISSINEWA RESERVOIR 051792
MISSISSINEwA RIVER
11EPALES 2141204
0000 FEET DEPTH CLASS 00
00630
00625
00610
00671
00665
50051
50053
DATE
TIME
DEPTH
N02&N03
TOT JEL
NH3-N
PHOS-OIS
PHOS—TOT
FLOW
CONDUIT
FROM
OF
N—TOTAL
N
TOTAL
ORTHO
PATE
FLOW—MGD
TO
DAY
FEET
MG/L
MG/L
MG/L
MG/L P
MG/L P
INST HGO
MONTHLY
73/06/06
15
00
3.700
3.000
0.270
0.880
1.500
0.675
0.739
73/07/06
15
00
4.100
10.500
0.190
3.200
4.600
0.317
0.378
73/08/06
15
00
2.900
15.400
3.080
3.300
4.300
0.707
0.718
73/30/05
16
00
0.940
17,200
4.100
3.200
3.600
1.020
0.183
73/12/06
15
00
2.200
13.000
1.200
1.890
2.600
0.800
0.710
74/01/04
15
00
2.640
10.000
0.130
1.320
1.650
0.650
0.650
74/02/06
09
00
1.920
8.600
0.310
1.440
2.100
0.650
0.620
74/03/06
09
00
3.200
4.300
0 .050K
0.800
1.050
0.650
0.560
74/04/05
08
30
2.640
1.400
0.050K
0.570
0.760
0.490
0.530
74/05/06
08
30
3.300
12.000
0.032
2.000
3.100
0.425
0.390
74/06/06
08
00
3.400
7.300
0.100
1.600
2.600
0.425
0.400
74/08/06
08
30
1.480
26.000
4.900
2.400
4.900
0.220
0.200
74/09/09
5.800
14.500
0.275
3.350
4.b00
0.160
0.178
K VALUE KNOWN TO iE
LESS THAN 1NDIC TEt)
-------
STORET RETRIEVAL DATE 76/03/30
1827AB TF1827AB P005742
40 28 35.0 085 37 25.0 4
( AS CITY
18 GRANT Co HWY MAP
1/MISSISSINEWA RESERVOIR 051791
MISSISSINEWA RIVER
I1EPALES 2141204
0000 FEET DEPTH CLASS 00
00630
00625
00610
00671
00665
50051
50053
DATE
TIME
DEPTH
NO2 .NO3
TOT KJEL
NH3-N
PHOS—DIS
PHOS—TOT
FLOW
CONDUIT
FROM
OF
N—TOTAL
N
TOTAL
ORTHO
RATE
FLOw—MGO
TO
OAY
FEET
MG/L
MG/L
MG/L
MG/L P
MG/L P
INST MGD
MONTHLY
73/06/07
14
00
1.160
14.000
1.100
1.900
2.600
0.793
0.390
73/07/09
15
30
1.700
22.000
9.100
4.480
5.400
0.336
0.546
73/09/07
10
00
4.580
9.800
0.100
3.760
9.800
0.344
0.348
73/10/08
11
00
1.470
15.500
5.600
3.500
5.700
0.243
0.297
73/11/06
11
00
3.600
15.000
3.200
4.300
5.200
0.19’.
0.231
73/12/07
09
30
7.800
9.700
0.042
3.300
4.000
0.253
0.310
74/01/02
13
00
2.900
13.000
1.680
2.640
3.300
0.363
0.338
74/02/05
11
00
0.400
14.000
4.000
2.700
3.600
0.300
0.512
74/03/05
13
00
2.520
6.300
0.050K
0.850
1.150
0.911
0.366
74/04/03
13
00
3.200
10.000
0.090
0.890
2.000
0.680
0.436
74/05/02
11
00
1.600
13.000
0.550
3.000
3.800
0.250
0.399
K VALUE KNOWN TO BE
LESS THAN INDICATED
-------
STORET RETRIEVAL DATE 76/03/30
1827AA 4S1827AA P040043’
40 34 45.0 085 39 30.0 4
MARION
18 7.5 MARION
T/MISSISSINEWA RESERVOIR 051791
MISSISSINEWA RIVER
1 IEPALES 2141204
0000 FEET DEPTH CLASS 00
00630 00625 006)0 00671 00665 50051 50053
DATE TIME DEPTH NO2 NO3 TOT XJEL NH3-N PHOS—DIS PHOS—TOT FLOW CONDUIT
FROM OF N—TOTAL N TOTAL ORTHO RATE FLOW—MGD
TO DAY FEET MG/L MG/L M&/L MG/L P MG/L P INST NGD MONTHLY
73/06/12 00 00
CPU)— 1.890 8.600 0.100 0.840 0.930 14.000 9.700
73/06/12 02 00
73/07/05 08 00
CPU)— 2.700 6.180 0.099 0.580 2.600 9.540 11.500
73/07/06 06 00
73/08/06 10 00
CPU)— 1.500 5.050 0.080 0.920 1.200 10.600 8.500
73/08/07 10 00
73/09/06 08 00
CPU)— 4.100 5.000 0.085 0.750 0.870 9.800 11.700
73/09/07 06 00
73/10/09 12 00
CP(T)— 0.180 10.250 10.200 1.700 1.775 6.270 8.840
73/10/09 22 00
73/12/06 08 00
CP(T)— 0.990 6.850 0.018 0.290 0.490 12.400 9.430
73/12/06 20 00
64/01/08 24 00
CPU)— 1.240 5.100 0.170 1.000 1.500 10.100 10.100
74/01/08 22 00
74/03/12 24 00
CP(T)— 0.080 1.000K 0 .050K 0.050K 0.750 10.900 9.720
74/03/13 22 00
74/04/02 26 00
CPU)— 2.760 3.800 0.050K 0.190 0.315 11.600 12.000
74/04/13 22 00
74/06/05 00 00
CPU)— 0.240 8.200 0.390 0.510 0.890 12.600 11.700
74/06/05 24 00
K VALUE KNOWN TO 8E
LESS THAN INDICATED
------- |