U.S. ENVIRONMENTAL PROTECTION AGENCY
NATIONAL EUTROPHICATION SURVEY
WORKING PAPER SERIES
NITROGEN AND PHOSPHORUS
IN WASTEWATER EFFLUENTS
WORKING PAPER NO. 22
A Preliminary Analysis of
National Eutrophication Survey Data
Collected During
the 1972-73 Sampling Period
PACIFIC NORTHWEST ENVIRONMENTAL RESEARCH LABORATORY
An Associate Laboratory of the
NATIONAL ENVIRONMENTAL RESEARCH CENTER - CORVALLIS, OREGON
and
NATIONAL ENVIRONMENTAL RESEARCH CENTER - LAS VEGAS, NEVADA
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NITROGEN AND PHOSPHORUS
IN WASTEWATER EFFLUENTS
WORKING PAPER NO. 22
A Preliminary Analysis of
National Eutrophication Survey Data
Collected During
the 1972-73 Sampling Period
National Eutrophication Survey
Pacific Northwest Environmental Research Laboratory
Corvallis, Oregon
July, 1974
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Introduction
The National Eutrophication Survey (NES) was initiated by the U.S.
Environmental Protection Agency in 1972 with the primary mission of
identifying and investigating those lakes and reservoirs in the con-
tiguous United States which were in danger of eutrophication caused
by phosphorus inputs from municipal sewage treatment plant discharges.
In its entirety, the NES effort included sampling of each lake
included in the survey, the tributaries and outlets of each lake, and
municipal waste treatment facilities which impacted each lake either
by direct discharge to the water body or to a tributary of the water
body.
The magnitude of the NES effort made it necessary to conduct the sampling
by groups of states, starting generally in the eastern United States and
working further west each year. In 1972 and 1973, sampling was started in
all of the 27 states east of the Mississippi River (including Minnesota)
In the 27 states, the operators of approximately 750 municipal and in-
dustrial waste treatment plants agreed to cooperate in the sampling program.
In this report are presented the data for about 500 of these plants from
which five or more samples were received and analyzed for nitrogen and phos-
phorus content. The 500 facilities served a total of nearly seven million
people.
Each state is not equally represented by the number of plants sampled
because the number of surveyed lakes, the number of treatment plants
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2
impacting lakes, and the success of the Survey in recruiting operator
assistance varied from state to state. Therefore, the results presented
in this report are not necessarily representative of the quality of
waste treatment in each of the states because the sampled plants were
not randomly selected nor were there equal numbers of plants sampled
in each state . In addition, only in the last four or five years have
the nutrients in treatment plant effluents been a real concern to the
general public and those responsible for planning and building waste
treatment facilities. Consequently, most waste treatment facilities
were designed to remove settleable solids and biodegradable organic
matter with little concern for nitrogen and phosphorus removal. There-
fore, even a well-operated plant may reduce the biochemical oxygen demand
without significantly reducing available nutrients.
Methods
With the cooperation of the state water pollution control agencies,
municipal sewage treatment plants which impacted each surveyed lake or
reservoir were identified. These were plants whose effluent was dis-
charged either directly to the lake or to a tributary of the lake within
about 25 miles of the lake.
Either by direct contact of Survey staff with the plant operator,
with the approval of the State Agency, or preferably by contact of State
Agency personnel with the plant operator, his cooperation was requested
in providing monthly effluent samples for a period of one year.
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Essential Information about treatment type and the population served
by each plant was obtained through a questionnaire which was completed
either by individual plant operators or by personnel of the appropriate
state agency.
Each cooperating operator was asked to provide one of the following
types of samples ranging from most desirable (number 1) to least desirable
(number 4).
1. A once-monthly 24-hour composite sample of one liter (proportional
composite if flows are metered or measured), or_
2. A once-monthly 8-, 10-, or 12-hour composite sample of one liter
(proportional if flows are metered or measured), pjr
3. A once-monthly modified composite sample consisting of about
500 milliliters (ml) collected at 11 AM and another 500 ml collected
at 4 PM of the same day, or_
4. As the least desirable alternative, a once-monthly single grab
sample of about one liter collected on a weekday between the hours of
8 AM and 8 PM.
After the operator had agreed to cooperate, he was provided with a
sampling kit including instructions, sample containers (one-liter
cubitainers), mercuric chloride preservative, shipping boxes and pre-
addressed, franked shipping labels.
Following collection, the operator preserved the sample by adding
the contents of a vial containing sufficient mercuric chloride to achieve
a concentration of 400 mg/1 in the sample. The sample collector then
filled out the label (shown below) packed the sample in the shipping
container, and mailed it to the Pacific Northwest Environmental Research
Laboratory in Corvallis, Oregon for nutrient analysis.
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4
NATIONAL EUTROPHICATION SURVEY
STORET NO.:
PLANT NAME
COLLECTION DATE
CIRCLE SAMPLE TYPE GRAB COMPOSITE
COLLECTION TIME
SAMPLE DAY FLOW• MGD
AVG. DAILY FLOW FOR MONTH MGD
PRESERVATIVE ADDED
COLLECTORS SIGNATURE:
(2700)
Upon receipt in the laboratory the samples were mixed in a blender
for one minute; then an aliquot was filtered through a glass-fiber filter
(Gelman #61694-type A or equivalent) and the filtrate was stored in a
screw-capped test tube until analyzed.
Both the unfiltered and filtered portions of the effluent samples
were diluted ten-fold with distilled water prior to analysis.
The filtered samples were used for the analysis of nitrite, nitrate,
ammonia and dissolved orthophosphorus, while the unfiltered portion of
each sample was used for Kjeldahl nitrogen and total phosphorus analysis.
All analyses were preformed on a Technicon Auto Analyzer II (industrial
unit) according to the general procedures described in EPA tiethods f L
Chemical Analysis of Water and Wastes (1971) and summarized below in
Table 1.
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TABLE 1
Analytical Methods and Precision of Wastewater Effluent Analysis
Parameter Method Precision
Single reagent methods involving colorimetric ±0.05 mg/i or ±5%
Dissolved Orthophosphate determination of antimony-phosphomolybdate complex.
Persulfate oxidation followed by the above ±0.05 mg/i or ±5%
Total Phosphorus method for dissolved orthophosphate.
Diazotization of suifanilamide by nitrite ±0.01 mg/i or ±2%
Nitrite-N
coupled with N—(l-naphthyi )-ethylene diamine.
Nitrite-Nitrate-N Cadmium reduction. ±0.1 mg/i or ±5%
0 ,
Nitrate-N Determined by difference. ±0.1 mg/i or ±5%
Amonia-N Alkaline phenol hypochiorite reaction ±0.05 mg/i or ±5%
producing an indophenol blue.
Manual acid digestion followed by ±1.0 mg/i or ±5%
Kieldahi-N procedure for an ionia nitrogen.
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6
Results
The individual plant data summarized in this report may be found in
Appendix A.
Seventy-eight (15.4%) of the sampled plants had mean total phosphorus
concentrations of less than 3 mg/l which is lower than would normally be
expected in domestic waste. The low concentrations of ten plants can be
accounted for by the fact that phosphorus removal processes were in use;
however, the reasons for the other low values are unknown but could be
determined by a followup investigation in each case.
The concentration data for both phosphorus and nitrogen should be
reliable, assuming that the operators provided us with representative sam-
ples, which we believe the majority did. The data presented in the Appen-
dix most subject to error are the values for population served, effluent
flow rates and, of course, the per-capita contributions which are depen-
dent on the other values. Considerable effort was devoted to checking
the population and flow figures; however, it is possible that some errors
were not detected.
Substantial variations in nutrient effluent concentrations could be
predicted between plants, for concentrations would be influenced by the
amount and type of industrial waste load, treatment type, quality of treat-
ment, degree of hydraulic infiltration, and other factors. To minimize
the effect of the variability and of any undetected errors, median values
were used in the report although mean values are also given occasionally for
comparative purposes.
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7
Median effluent total phosphorus concentrations by state (see Table
2) ranged from 3.40 to 8.80 mg/i with a median value for all samples of
5.89 mg/i and a mean value of 6.56 mg/i. It is interesting to note
that the lowest median concentrations for total phosphorus occurred in
New York, Indiana, Maine, and Michigan. New York instituted a phosphorus
ban in laundry detergents which became effective July 1, 1973, about
halfway through the sampling program. Indiana had a similar ban which
was effective throughout the entire sampling period and in Michigan,
thirteen of the forty-one plants sampled were providing phosphorus
removal.
Only three plants--serving a total population of 2,550--were sam-
pled in Maine, so the results were not representative.
Median effluent concentrations of total nitrogen ranged from 10.45
to 19.10 mg/l by state. For all samples the median concentration was
15.00 mg/i and the mean was 16.53 mg/i.
Median per capita contributions of phosphorus by state ranged from
0.8 lbs P/capita/year to 3.8 lbs P/capita/year with a median value of
2.2 lbs and a mean value of 3.1 lbs/capita/yr for all samples.
Median per capita nitrogen contributions by state ranged from 2.4
lbs/capita/year to 10.5 lbs/capita/year with median and mean values
for all samples of 6.0 and 8.4 lbs/capita/year respectively.
In Table 3, the phosphorus data are summarized by type of treatment
with only those plant types with significant representation included.
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TABLE 2
State
Al abama
Connecticut
Del aware
Florida
Georgia
Illinois
Indiana
Kentucky
Maine
Maryland
Massachusetts
Michigan
Mi nnesota
Mississippi
Median
TP Conc.
mg/i
4.75
6.00
5.00
7 .30
7.90
5.30
3.50
6.05
3.54
8.80
5.25
4.40
7.10
7.20
Median
TN Conc.
mg I 1
10.50
16.86
14.88
14.73
14.20
11 .84
11.58
12.04
18.04
16.80
16.10
17.30
19.10
12.62
Median Effluent Concentrations and Annual Per Capita Loads for
Phosphorus and Nitrogen for Wastewater Treatment Plants Sampled
for the National Eutrophication Survey
Median TP Median TN
Population Load Load
Code # Plants Served ( lbs/capita/yrj ( ibs/capita/yrl
01 25 930,022 2.2 4.8
09 14 123,800 3.5 10.0
10 3 3,555 1.6 5.4
12 22 253,913 2.2 4.6
13 27 450,612 3.8 5.2
17 20 72,402 2.0 6.3
18 22 52,072 1.2 4.0
21 13 53,296 3.0 5.9
23 3 2,550 0.8 2.4
24 5 9,800 1.8 5.6
25 10 153,500 2.4 7.3
26 41 444,506 2.3 8.0
27 43 1,709,693 2.9 7.5
28 8 15,950 1.9 3.5
cc
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TABLE
(Page
State
New Hampshire
Code
33
# Plants
3
Served
6,300
New Jersey
34
20
36,222
New York
36
40
253,371
North Carolina
37
18
98,266
Ohio
39
13
135,236
Pennsylvania
42
24
121,275
Rhode Island
44
2
8,723
South Carolina
45
36
289,327
Tennessee
47
35
821,179
Vermont
50
18
65,613
Virginia
51
21
310,193
West Virginia
54
5
26,000
Wisconsin
55
14
192,018
Totals and Median Values
505
6,639,394
2
2)
Median TP Med4an TN
Load Load
( lbs/capita/yr) ( ibs/capita/yr )
3.2 10.2
1.4 4.2
1.7 6.7
3.3 6.3
2.4 5.0
1.2 3.4
2.6 8.0
2.4 5.3
2.1 4.2
1.9 10.5
2.1 7.2
1.2 5.7
8.6
2.2 6.0
3.1 8.4
Median
TP Conc.
mg / 1
5.25
5.40
3.40
6.80
6.30
5.60
4.90
7.00
7.60
5.25
6.00
5.76
5.45
5.89
6.56
0
Median
TN Conc.
mg/i
15.70
16.35
13.54
1 2 . 58
14.95
1 2 .90
11.93
13.00
11 .86
18.02
15.50
10.45
18.19
1 5 .00
16.53
Mean Values
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10
Of the six types of treatment included, only the group of plants
which specifically practiced phosphorus removal averaged substantially
lower effluent total phosphorus concentrations. Effluent concentrations
in those plants which practiced phosphorus removal were less than 50%
of the total phosphorus concentrations in the effluent of plants of
other treatment types.
The data in Table 3 also support the contention that secondary treat-
ment without phosphorus removal tends to provide a higher percentage of
phosphorus readily available for algal assimilation than does primary
treatment. About 54% of the phosphorus discharged by primary treatment
facilities was in the orthophosphorus form while the discharges from oxi-
dation ponds, sand filters, trickling filters, and activated sludge facili-
ties had 72-83% of the phosphorus in the dissolved ortho-form which is
readily available for algal uptake.
The data for nitrogen in wastewater treatment plant effluents are
summarized in Table 4. These data indicate that, on the average, the
highest total nitrogen and ammonia concentrations were found in the efflu-
ents of primary treatment plants while the lowest concentrations were
observed in oxidation pond effluents. The latter is probably due to the
fact that ample opportunity exists for algal assimilation, sedimentation,
and denitrification to occur. Effluents from activated sludge plants aver-
aged considerably less ammonia and slightly less total nitrogen than trick-
ling filter plant effluents. Phosphorus removal processes produced effluents
with nitrogen concentrations similar to those of activated sludge units.
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TABLE 3
Surmiary of Phosphorus in Effluents of
Various Types of Wastewater Treatment Plants
Plant Type*
Primary Settling
& Digestion
Oxidation Pond
Sand Filter
Trickling Filter
Activated Sludge
Phosphorus Removal
No. of
Plants
53
46
11
160
187
16
Popul ation
Served
1 ,063,609
102,671
33,905
1,634,794
3,427,442
227,773
3.03
4.48
4.00
4.63
4.51
1 .65
Median
Total P
( mg/i )
5.64
5.83
4.83
6.43
5.84
2.53
Median
Dissolved 0-P
(mg/i)
-I
-1
* Highest degree of treatment given.
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Summary of Nitrogen in Effi
TABLE 4
uents of Various Types of Wastewater Treatment Plants
Median
Ammonia-N
Conc. (mg/l)
Median
Nitrate-N
Conc. (mg/i)
Median
Total
Conc.
N
(mg/l)
Plant*
Type
Primary Settling
& Digestion
Oxidation Pond
Sand Filter
Trickling Filter
Activated sludge
Phosphorus Removal
No. of
Plants
53
46
11
160
180
16
4.39
1 .18
2.86
3.79
1.58
1 .90
0.76
0.26
5.41
2.08
2.60
3.24
20.98
10.89
12.77
16.31
14.31
13.15
-J
r’.)
* Highest degree of treatment given.
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13
At least when the data were grouped on the basis of population served,
the size of the treatment facility had little relationship to the concen-
tration of nitrogen and phosphorus in the effluent as demonstrated in
Table 5. Over the four groupings by population served, total phosphorus
mean concentrations ranged from 6.15 to 6.74 mg/i while total nitrogen
ranged from 16.10 to 17.76 mg/i.
Nitrogen to phosphorus ratios in the effluent of an activated sludge
plant of 2-3 have been suggested by Bartsch (1972). The ratio determined
by Survey data for all plants for N/P was 2.5 with a range of 1.9-5.2/i
for various types of treatment as shown in Table 6.
Discussion
Phosphorus is the critical element which accelerates the eutrophication
process in surface waters (Bartsch, 1972; Schindler, 1973; Edmondson, 1974).
Conventional municipal waste treatment plants are localized sources of
phosphorus, a large portion of which is readily available for algal uptake
and assimilation.
It has been estimated that waste discharges to surface waters in the
United States annually contribute 200-550 million pounds of phosphorus
(Anonymous, 1967).
If the assumption is made that 75% of the phosphorus discharged in
wastewater was available for algal assimilation and was actually used,
then theoretically one pound of discharged phosphorus could produce 3,000
pounds (wet weight) of algal biomass. This is an oversimplification and
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TABLE 5
Effluent Phosphorus and Nitrogen Concentrations and Per Capita Loads as Related to Plant Size
Population
Served
0-2,500
No. of Plants
Sampled
Mean
Conc.
(mg/i)
6.74
TP
Median TP
Conc.
(mg/i)
5.55
Mean TN
Conc.
(mg/i)
16.38
Median TN
Conc.
(mg/i)
13.21
249
2,501-10,000
156
6.54
5.78
16.10
14.70
10,001-50,000
77
6.15
5.90
17.76
15.10
>50,000
23
6.26
5.40
16.95
15.68
1
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TABLE 6
Nitrogen to Phosphorus Ratios in Effluents of
Various Types of Wastewater Treatment Plants
Total Nitrogen!
Plant Type Total Phosphorus
Primary Settling 3.7/1
Oxidation Ponds 1.9/1
Sand Filters 2.6/1
Trickling Filters 2.5/1
Activated Sludge 2.5/1
Phosphorus Removal 5.2/1
All types combined 2.5/1
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16
overstatement but does indicate the potential magnitude of the effect of
phosphorus in wastewater on primary production in surface waters.
There are two mechanisms which can be used to reduce phosphorus in
wastewater which may be used either separately or in combination;
(1) banning the use of detergents which contain phosphates and/or
(2) treating the effluent specifically to remove phosphorus. If the phos-
phate detergent ban is used one could expect reductions in effluent phos-
phorus concentrations of approximately 50%. If tertiary treatment for
phosphorus removal is initiated, reductions of 50% to 99% can be achieved
depending on the method and sophistication Of the treatment process.
In terms of reducing effluent phosphorus concentrations or loadings,
wastewater treatment plants impacting lakes or reservoirs with long hydraulic
retention times should be given first priority, for these systems are the
most difficult to reverse once they become enriched. Second priority
should be given to plants impacting lakes or reservoirs which have short
detention times and third priority to wastewater plants discharging to
streams which do not impact lakes or reservoirs.
Consideration should also be given to background or natural phosphorus
levels in surface waters. In those areas where natural runoff contains
high concentrations of phosphorus, the effect 0 f phosphorus reduction in
wastewater effluents may be negligible so far as primary productivity in
surface waters is concerned.
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17
Survey data (U.S. EPA, 1974) from the northeast and north central
lakes indicate that in the majority of cases there is little potential
for improving the trophic condition of surface waters by removing the
nitrogen in wastewater effluents although nitrQgen treatment might be
desired for other reasons, e.g., ammonia removal to prevent oxygen
depletion by nitrification or nitrogen reduction to prevent excessive
nitrate concentration in surface drinking water supplies. Abundant
quantities of nitrogen usually are available from diffuse land runoff
and precipitation falling directly on the lake surface. In addition,
several of the most noxious forms of blue-green algae are capable of
fixing atmospheric nitrogen. Survey data indicated (without consideration
to the nitrogen-fixing capability of some blue-greens) that nearly all of
the lakes in which nitrogen was limiting were eutrophic; although there
are some exceptions to this observation such as Lake Tahoe which is oligo-
trophic but nitrogen-limited.
Conci us ions
The National Eutrophication Survey received and analyzed for phosphorus
and nitrogen content effluent samples for 505 municipal waste treatment
facilities serving approximately 6,600,000 people. The following conclu-
sions were reached:
1. Median total phosphorus effluent concentrations by state
ranged from 3.4 mg/l to 8.8 mg/l. The lowest concentrations were
achieved by those states which either had phosphate detergent bans
or were using phosphorus removal processes in a number of sampled
plants.
2. Median total nitrogen concentrations by state ranged from
10.46 mg/l to 19.10 mg/i.
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18
3. For all samples, the median total phosphorus concentration
was 5.89 mg/i and the median total nitrogen concentration was 15.00
mg/i. Mean values were 6.56 mg/i for total phosphorus and 16.53
mg/i for total nitrogen.
4. For all sampled plants, median phosphorus and nitrogen loads,
based on population served, were 2.2 pounds total phosphorus per
capita per year and 6.0 pounds of total nitrogen per capita per year.
Mean values were respectively 3.1 pounds and 8.4 pounds for phosphorus
and nitrogen.
5. Little difference was observed in median effluent total phos-
phorus concentrations in conventional treatment types which did not
include a phosphorus removal process. Median total phosphorus con-
centrations ranged from 5.64 mg/i to 6.43 mg/i.
6. Waste treatment facilities which specifically practiced phosphorus
removal had a median total phosphorus concentration of 2.53 mg/i, less
than 50% of the median value of conventional treatment processes.
7. Only 54% of the total phosphorus discharged after primary treat-
ment was dissolved orthophosphorus whereas following various types of
biological treatment, 72-83% of the total was orthophosphorus.
8. Total nitrogen and ammonia nitrogen concentrations were highest
in effluents from primary treatment facilities and lowest in oxidation
pond effluents.
9. The size of the wastewater treatment plants had no apparent
relationship to the concentrations of phosphorus and nitrogen in the
effl uent.
10. The average N:P ratio in the effluents of all sampled plants
was 2.5:1 and the range 1.9:1 to 5.2:1 for different types of
treatment processes.
11. Nutrient concentrations and per capita nutrient loads may vary
substantially from one plant to the next and are dependent on such
factors as quantity and type of industrial waste load, type of treat-
ment, extent of hydraulic infiltration and many other factors.
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19
REFERENCES
Bartsch, A. F., 1972. Role of Phosphorus in Eutrophication. EPA
Ecological Research Series #EPA-R3-72-OOl.
Edmondson, W. T., 1974. Editorial comment. Limnology and Oceanography
19: 369—375.
Schindler, D. W., et al., 1973. Eutrophication of Lake 227 by Addition
of Phosphate and Nitrate: the Second, Third, and Fourth Years of
Enrichment, 1970, 1971, and 1972. J. Fish. Res. Board Can. 30:
1415-1445.
U.S. Environmental Protection Agency, 1971. Methods for Chemical
Analysis of Water and Wastes. National Eutrophication Research
Center, Cincinnati, Ohio.
U.S. Environmental Protection Agency, 1974. The Relationships of
Phosphorus and Nitrogen to the Trophic State of Northeast and
North Central Lakes and Reservoirs. Pacific Northwest Environmental
Research Laboratory, Corvallis, Oregon.
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APPENDIX A
Summary of Effluent Data for Each Plant by State
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SIP SUMMARY BY ST AT I ON
ST0 ET__ _
CODE TREATMENT TY E
SA* LI G_ OP fLOw
METHOD SERVED MOO MAX MIN MEAN MEDIAN MAX
TOTAL—N
MIN
TOTAL-N TOTAL—N LO /CA 11&__
MEAN MEDIAN TOTAL—P TOTAL—N
01011)4 ACTIVAIFOSLUF)GE
01011)8 PRj S flj .E.QIGL T
O1OIDC PR! SETTLE,O [ (’EST
3 1500
3 — 15000
2 315000
0.275 3.200 0.54? 1.907 1.950 10.840
6.00Q . 3.629_3.200_11.540
36.09? 9.100 3.600 6.346 5.725 29.030
1.250
2.980
1.577
4.197 3.520 0.929 6.835
7.519 7.458 +.468 930Q_
16.347 15.680 2.110 5.288
OIOIFC TQIC cLiNG FILTSr 1
2 18000
2.536 8.500 2.600 6.021 6.650 24.700
5.180
15.411 15.700 2.963 10.560
01O.k A PR ! EJJLE !fE T
3 - 3300
2.066 7..350 4. ) 89 4 .400 A2.280
6.475
9.609 9.773 8.337. J8.30i
0)0414 ACTIVATED SLUD 1 ,E
3 28205
2.167 9.800 2.700 5.733 5.900 38.080
6.010
17.830 14.845 1.316 4.263
0 104T13 ACTIVATED SLUDGE
3 2 7
0.021 7.000 1.650 4.475 4.700 16.060
4.080
11.021 12.042 0.896 2.291
0I0.ñAP SEPII.C TANK
- 1 218
0 ,066 -- Q 31 _ 2.298 2.5_O . 32.352
1.460
11.150 9.640 1.242 4.317_
OIO6AF POND
1 8100
0.347 8.700 3.450 5.762 5.100 8.990
2.160
6.460 6.640 0.753
0 )0480091) --
I 2248
- 5.600 5.850 1.700 5.283 5.500 17.696
4.030
9.555 10.190 14.461 33.924
0 cA__ACtIVATED SLUD(,E
I 65°
0.117 2 . 0 .0 4 9_ 6.564_ 3.600 18900
1.560
7.678 7.610 3.4233 .2 0
3.816
0)0744 8080
I 1000
0.263 7.500 3.600 5.503 5.200 12.440
4.820
7.419 6.420
OIO7EA T IC LIN1) ElITE?
2 1500
0.450 5.900 1.150 - 2.590 2.150 16.490
3.040
8.090 7.465 2.390 7.414
0I07 1 )A - ACTIVATED SLUDGE
3 1744
0.625 8.400 0! 9Q__ 3.9_ 0 16.660
3.020
7.942 6.815
0107C,R ACTIVATED SLUDGE
? 2300
0.764 3.500 0.920 2.058 1.725 8.200
1.7S0
4.958 5.250 .1.930 5.126
OIORCA I8ICKLING EILTER
2 4500
0.7?0 19.500 1.500 7.838 5.700 32.000
2.565
13.509 11.060 2.951 5.517
OIIJ 8_ IS TTLE.t1IGEST
2 ?S0000
25.375 10.000 3.600 7 26 ?,5Q0 27.600
15.600
21.897 22.030 2.198 6.67a
0)1148 THICKLING EIlEEN
2 76000
?.508 6.800 5.000 5.820 5.800 23.440
11.947
16.151 14.990 1.684
-
OI1i I CIIVATEI) SLUDGE
‘ 20000
l.3P? 6. 5O 1.750 3.981 3.800 26.120
5.785
8.932 7.110 0.817
011151 TW!CKLI Jr, FILTF 8
2 42000
1.173 12.000 7.90 0_ 9. 71 .10.100 24.150
13.800
18.189 17.100 0.839
011248 TI1ICKLINS FILTER
3 60000
1.297 15.700 5.900 10.612 9.950 18.013
12.280
14.642 14.112 4.202
01)21)4 T. IrKLINr . FILTER
7 7000
0.984 12.000 3.175 6.586 7.050 1I.?80
4.200
7.365 6.910 2.809 2.975
- — -
- 3 956
0.010 5.000 2.800 3,878. 3.800 52.500
10.710
39.751 41.000 0.159 1.674
01I?KC ACTIVAIFI1 SLuDGE
2 50500
4.137 4.400 2.400 3.158 3.075 23.240
16.200
19.560 18.893 0.793
TI.’!C L!NG FILTE
1 70000
4.761 - 19.100 - 2.100 13.000 19.500 19.180
2.484 1.876
2.580 10.076 8.265
NOTE: SAMOLINC, IETH0D
I GRA# • 2COIPOSJ TI • 3=GPAP AND COMPOSITL_ - —
-------
ç M oy FQ ENTi P s)a1
TOTAL °LAriT’ SAM LEfl 25
TOTAL 5E VtI) 9300’?
TOTAL ° LOAL)/YEA ’ 20 64 )06.
TOTAL N L (iAD/YFA 4- J55 681.
M A I frfCA 1 ’ITA 2.??’)
‘IF O IA N c/CA ’lTA
I rAN N/CA’ 3 ITA 5.3)9
MEDIAN N/CAPITA 4.837
MFAN TflTAL— 6.Obi ’,
MEDIAN TOTAL-P 4.750
‘ FAN TOTAL—N I3.4 ? ’
MEnIAfI TOTAL—N 10.500
-------
,T P SUMM 4L Y 8Y STAT I ON
PAGE 2
ST’ 9FT Sath-’L INC ’ PtjI- ‘IF N FLO4 TOTAL—P TOTAL—P TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
COr)f: T E’*TME’,T TYL’L IA T,-IO() SEPVEfl ‘ ‘(,D MAX MIN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
OQO 151 ACIIVATLD sLrnr, 3 1500 0 .31 9.600 1.030 4.874 5.200 2 .4O0 4.285 13.950 11.850 3.122 8.848
09015? ACt1VAT ) SLw4,E 3 2500 0.3Q0 11.000 0.025 7.770 8.900 36.200 2.380 20.632 21.425 3.789 10.173
090151 ACi1 IA1EI) SL’JI)( 2 7000 1.818 8.500 3.200 5.629 5.400 23.120 8.090 15.443 15.220 4.829 14.176
090 0 1 1C ’Li . FfLTF - 3 ‘.4800 3.506 6.700 1.250 3.385 1.990 27.520 6.400 14.224 10.700 0.412 1.571
0 0t.S3 ‘,. N’) FjL1E. 3 1500 2.005 3.600 1.700 2.617 2.650 40.160 10.300 20.658 18.730 11.404 79.096
0Q0 S1 SAN() Fi(TE 3 500 0.334 10.500 3.100 5.796 5.450 23.260 6.530 11.728 10.820 10.978 23.894
090551 A(’TlVArEfl SLI’J’ 7000 o.23 9.900 5.600 7.973 8.100 30.200 12.210 21.116 23.400 2.878 7.794
09055? T)jCP(LIN’ ru Tt 2 22000 3.896 7.400 3.300 5.223 5.600 30.880 13.560 19.059 17.720 2.712 9.906
0910- 0 SANt) FIt TE 3 F00 0.407 6.830 4.000 5.619 5.396 33.025 5.040 9.774 7.050 11.544 20.496
0910-’! SANt Fit TF- ’ 3 500 0.25’. 22.000 5.200 8.416 7.500 26.100 4.200 12.673 11.110 11.014 14.512
091!- ,) AfTj’/AT I) LJfl’ 7 7000 0.560 9.800 2.400 5.514 5.750 41.090 11.620 22.997 23.580 1.373 5.619
091151 T 1CKLTNr, F1LT i 7 90O0 - .610 9.600 3.600 5.383 5.400 25.150 10.000 14.759 14.085 4.847 13.239
09115? tCT(VATF L’JP’W 7 900 fl.04? 11.000 2.500 1.768 8.000 26.500 9.900 19.952 20.640 1.095 3.090
o°uu AcruvAr r) L1i’,f ? ‘.ooo 0.51? 8.200 4.?0O 6.605 (‘.800 35.070 15.160 24.319 23.783 2.532 9.233
‘40TE SA L1N MIFN)D I.( ’PAK. ?=COMPO,ITF. 3=(,i AR AND COMPOSITE
-------
SPIMAPY fD’ f IJIPF S1AT jq
TOTAL PLA rs SAM LEI 1’.
TOTAL P’ JLnTlflN S M lEI 1?3 uO
TOTAL L)AO/YE. 2 I3t-.
TOTAL h LOAfl/YEA 1’)S495Q.
MFAO C /CADITA
M IA!J P’CAPIT 1 .465
MEA’4 /CA ITA
UFDIAN J/CAP!TA 10.039
MFAN TOTAL-P
‘FDIA ’1 TOTAL-P
M AJ ToTaL—b. 77A
‘ F lA TOTaL—N
-------
7
3
SIP SIJHMAPY BY STATION
PAGE 3
STO T --
CODE TQEATMENT TYPE
SAM.-’LING
iETHOD
POP
SERVED
MEAN FLOW
MOD
TOTAL:P_T TALP TQJIAL.—P
MAX MIN MEAN
TOIALP
MEDIAN
TOTAL-N
MAX
TOTALN
MIN
TOTAL i _TOTAL N
MEAN MEDIAN
LA LCA IA
TOTAL—P TOTAL—H
1O0 AA ACTIVATFfl SLUDC,E
AO0
0.250
‘).000 7.560 8.312
8.300
19.000
9.550
14.310
14.880
2.266 3.898
IOO7AAACTIVATE) SLUD(;F
‘ O
0.017
3 .50O - 2.1S Q___7.925
4.450
140.080
3.650
27.932
19.360
1.538._5.9
IOO7AB ACTIVATED SLUDGE
j05
0.065
6.900 0.950 4.139
4.300
22.260
5.900
13.787
13.980
1.629 5.423
NOTE: SAMPLING ICFMOD
2 COMPOSITE, 3GRAA AND COMPOSITE
-------
SUMMAPY FOP ENTIf€ STATE 10
TOTAL PLANIS SAMPLED --
TOTAL POPULATION SEWVEO 3555
TOTAL P LOAO/YEAI4 7553.
TOTAL N LOAo/yEA t5J53.
MEAN P/CAPITA 2.125
MEOIMI P/CAPITA I.62Q
MEAN N/CAPITA 4. ?A ?
MEO 1At N/CA’ITA 5.4 3
MEAN TOTAL—P 7.435
MEDIAN tOTAL —P 5.000
MF N TOTAL-N ‘2.4R1
MEDIAN TOTAL—N 14.Rqo
-------
St P S UMM 8 Y BY STAT! ON
POP MEAN FLOw TOTAL—P TOTALP TOTAL—P
SE8VEO P .460 MAX MIN MEAN
TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N
MAX MIN MEAN MEDIAN
PAGE 4
LOAD/CAPITA
TOTAL—P TOTAL—N
ST0P T
CODE
TPEATMENT TYPE
SAM LIN
NETHOD
MEDIAN
170?CA
T . Ic cLIwG FILTEP
3
SROO
0.707
12.000
7.400
‘).933
9.600
33.660
16.800
24.861
23.450
3.128
7.815
1703B4
1PICKLIN’ FILTEP
2
f 3flO0
?4.400
3.400
6.696
7.050
21.090
3.320
13.045
14.645
2.142
4.257
1?O9AA
TPIC cLjNG F !LTP P
7
7 OO
0.85?
10.000
8.100
9.331
9.450
30.400
14.340
21.619
21.900
3.184
7.445
I?IOAA
T.-IC LINr, FILT P
3
12000
1.201
10.500
8.225
9.361
9.300
27.490
10.200
23.005
23.991
2.858
7.057
1214EA
1?1SDA
POND
POND
?
2
i10 o
1700
1.967
0.173
3.200
9.500
0.480
2.800
1.397
6.315
1.010
6.300
18.800
14.700
2.750
2.760
6.837
9.319
5.210
8.635
0.782
1.963
3.650
2.891
1?2I O
ACTIVATF i) SLIJI)’,F
3
S0n
0.19-
14.000
6.600
9.236
9.100
25.300
4.660
12.145
10.300
2.191
- 2.970
12?34A
T ICKLIMr, F [ LTE
2
I 00
0.28?
13.500
9.100
10.830
10.250
31.320
15.040
23.018
22.658
5.250
11.122
1??lAk
ACTIVATFI) SLUD ,E
3
9778
0.8P
11.S00
6.200
8.813
8.900
24.010
6.300
13.174
11.760
2.610
2.865
?31DA
ACTIVATED 5LIIO’ F
1
9000
0.421
11.000
7.900
- 9.183
8.900
15.920
9.100
11.621
11.500
1.313
1.661
1?3?CA
ACTIVATED SLUUr.E
3
1100
0. 15i
15.400
4.500
9.980
11.000
22.295
12.800
15.981
14.920
5.034
7,Q3 9
1?360A
T4ICKLINC, FILTER
1
500
0.045
9.100
3.600
5.867
5.100
22.800
7.400
14.072
12.540
1.371
3.754
1?3QCA
17’.1DA
T8ICPSLINfl FILTE8
TPICKLIN( F1LTEi
?
2
P?72
6000
0.758
0.R?-
27.000
9.?O0
3.200
4.950
- 8.331
7.327
7.200
7.700
115.360
29.100
8.220
14.400
25.402
21.598
18.600
21.500
2.100
2 ,955
6.256
8.765
l?41FA
T8TCI L1NC, F [ LTFP
1
66?
0.114
9.800
3.900
6.569
6.500
14.120
6.640
9.984
9.510
3.035
4.977
1?4?1)A
TPICKLING FILTFP
1
8200
0.79?
8.200
4.400
6.325
6.350
41.300
11.500
21.551
18.380
1.854
6.255
?4i A
TPIC’(L1N6 F1LT P
I
1000
0.171
6.300
1.500
4.279
4.400
18.055
3.080
9.413
8.250
0.746
1.640
1?478A
ACTJVATEF) SLUDC E
2
c0400
5.1 S
6.400
4.100
5.292
5.350
18.500
9.975
15.005
15.855
1.65’.
4.703
1?478P
ACT IVATEI) SLIIOr,E
2
11500
0.877
10.000
6.400
8.362
8.350
?5.200
14.080
18.959
19.020
1.908
4.402
1?4MDt
ACT!VATEI) SLIJUr,F
1
15000
4.6?
M.300
6.500
7.459
7.400
24.270
7.750
15.095
14.700
2.997
6.944
1?580C
ACTIVATED SLUU(,E
2
lOu
0.004
11.500
6.430
8.663
8.600
34.000
6.460
22.540
24.500
0.978
2.375
1?61AA
1L?jC LINI FILT
1
4000
C’.503
9.250
4.600
6.210
6.000
17.000
3.000
10.305
9.690
2.341
3.948
NOTE: ‘, M’ L jrj .qET-4’) )
1r(,PA, . 7=C0M OSITE. 1=G’ Ak AND COMPOSITE
-------
cJMIAPy FO ENTIRE STATE I?
TOTAL °LANTS SAM ’L1O 2?
TOTAL PO°tJLATIOr.J SEMVED
TOTAL P LOAD/YEA” 5S 331 .
TOTAL N LOAD/YEAR 1266751.
MEAN °/CAPITA
urnyAr , P/CAPITA
MEAN N/CAPITA
MEDIAN N/CAPITA 4.SS’
MEAN TO14t—P 1.9R1
MEDIAN TOTAL-P 7.300
MEAN TOTAL—N 17 .h39
MEEflAN TOTAL—N 14.73rj
-------
ST 6 S iMM A6Y BY ST All ON
PAGE 5
STOPET S- ’ ’r ’Ll1iG I-’Ur ’ iiFA FLOW IOIALP TOTAL6 lOYAL—P TOTALP TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
cODE T 1’1f T Tv L •FIMOLJ SE6vED P(,fl MAX (‘IN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
1lr)l) td lCKLIS(1 TI 2 5)Ofl 0.665 14.650 3.700 1.238 A.250 22.750 2.763 16.585 17.360 2.801 7.100
130121 ACT1VAl i) SLPP ’ ( ‘ ?oOO 0.310 16.800 6.500 11.787 11.150 21.100 10.180 15.397 14.950 5.484 7.366
11O?FA r’ lr4Ll J FILI 1 13000 2.92) .I0O 2.500 6.560 6.400 32.800 7.700 16.780 14.000 4.997 15.046
110221 ACTJVATR’) “LJ’) f 2 1O() 0.16-4 9.050 2.200 5.583 0 .300 25.080 7.900 16.329 16.775 9.073 35.703
110222 P l SETTLE.l4 ’ 1 2 3-00 (,.749 4.’#OO 0.760 2.241 2.000 .lO0 2.600 5.356 5.000 1.638 3.320
I30 ..4A T Ic,
-------
SIP SUM A y By STATION
PAGE 6
S1O T S 4 ’L I NC, POC-’ ML A’i FL UW TOT AL—P TO TAL—P TOT AL—P TOT AL—P TOTAL—N TOT AL—N TOTAL—N TOTAL—N LOAD/CAP IT A
COOF TUFATMFNT T1P M 1r1OI) SFDVEI) PGr1 ‘lAX MIN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
I !Q?J T 1r LIN ’ FIL 1 1 000 17.000 4.850 9.7 M 10.000 27.500 12.050 17.258 16.100 1.423 2.510
NOTE: S AMPL I Nc IF I r-UI) 1 ( ,k 9 • 7C0ML05 I TE • 3 —1,frIAB ANt) COMPOSITE
-------
ciJM ?’ F(j. ENTHE TATF Ii
TOTAL PLANTS SAM LFO
TOTAL P’)PULAT!ON SE v1 450t12
TOTAL P LOAO/YEA )O9 7S7.
TOTAL N LOAO/YE 4 ? 9 OO.
FAN ‘/CAPUA
1EO1AN P/CAPITA 3.170
MEAN N/CA ItA
MEDIAN N/CAPITA 5. 157
‘WAN TOTAL—0
MEDIAN IOTAL—P 7.000
‘IFAN TOTAL—N
MEDIAN TOTAL—N 14.700
-------
STP SUMMAPY BY STATION
PAGE 7
STOQET SA PLI G POP MEAN FLOW TOTAL-P TOTAL—P TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
C0’3E TPEATMENT TYDE MEII-40r) SE VE1) MG’) MAX MIN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAl—N
170664 T- lr LIN’ ) FlL1 loon 0.119 7.500 4.900 5.835 5.575 15.500 8.000 11.697 11.800 2.111 4.221
I7OQAA ACT IvATE SL’1 )(E ? ‘?OO 0.390 12.600 2.2U0 6.007 5.100 45.024 8.400 19.292 14.830 2.886 8.954
171121 ACTIVATFr ) SLUDGE 1 350 0.02M 0.870 0.338 0.630 0.670 6.050 2.500 ‘..409 4.480 0.154 1.075
171131 S N’) FILTEM I Ido 0.060 5.100 0.410 2.579 2.100 24.200 14.000 20.035 20.500 0.417 20.354
171644 POND 1 4300 0.601 9.300 3.450 5.897 4.900 10.760 5.100 8.057 8.575 1.470 2.486
171406 ACTIVATED SL(Jfl(,F 3 3000 0.326 16.100 4.600 10.772 11.000 13.000 4.300 9.397 9.020 1.525 1.352
172504 IM 4nFF 3 1200 0.100 7.400 2.600 4.503 3.800 15.060 6.150 9.371 8.640 1.152 2.392
172 5CA Tc IC LINr, FILTER 1 16300 2.200 10.000 2.600 5.862 6.000 22.950 7.800 14.451 14.900 2.433 5.84
172754 ACTIVATFi) SLUDGE 2 3300 0.697 8.800 3.450 5.839 6.000 16.550 1.440 11.412 11.880 3.576 7.076
171)44 T ICKL!’ G ILTE9 I 800 O.04 16.500 4.60012.240 13.000 30.800 14.200 21.950 20.900 2.2713.890
17334’) 1RIC L1NG ILF I 800 0.127 3.700 0.180 1.876 1.700 49.640 9.380 23.604 21.500 0.616 5.351
17156A, TRIC6LING FILTEO 1 20000 1.880 10.000 3.750 5.790 5.150 12.350 1.580 8.480 9.450 1.668 2.486
174064 IPICKLINc, FILIEP 3 110 0.007 13.000 3.300 8.767 P.600 77.000 20.700 46.394 44.000 -- 1.629 8.998
1742*6 TOIr6LING FILT 4 I 2525 0.183 16.500 2.800 1.510 6.850 28.400 10.300 18.427 14.500 1.675 4.076
175064 AcrlvArF-r) SLIJDGF 1 7700 2.405 12.000 5.900 7.715 7.650 22.280 9.640 15.944 17.580 7.117 13.7%
175221 ACTIVATED SLUDGE 2 1919 0.512 5.300 0.050 - 3.528 4.300 13.480 7.600 9.551 9.330 2.695 7.722
175321 T IC (LIN(, FILTE9 I 200 0.349 6.900 0.056 1.049 0.215 5.300 0.890 3.424 4.460 9.098 10.613
I7S4AA 1 lICKLING F1L1 3 6000 0.616 7.400 2.200 5.386 5.300 28.300 16.160 21.123 20.940 1.797 6.798
175921 T ICI\LINr, V1LTf I 150 0.028 19.500 0.630 7.739 8.000 20.500 2.840 12.366 13.210 11.207 13.190 -
176244 S. NU FILTER 1 360 0.101 7.350 2.000 4.835 5.075 56.500 11.939 29.473 25.000 6.310 17.47?_
N0TF SAMPLING Mt.IHOD I GPA, . 2=COUPOSITE, 3=GRAI3 AND COMPOSITE
-------
YMMA -Y FQ FNTIWE ,TATr 17
TOTftL LA [ S SA,AJLt IJ 20
TnTAL POD IJLATIQ,’I SF VFO 7240?
TOTAL P LOAD/tEAP I sRA ’ .?.
TOTAL t 1 LOAO/YEA 4Q4979
MEAN /CA’flTA
r4FDTAf4 .‘/CAPITA
MEAN N/CAPITA 5 . SQ1
MEDIAN 9/C&PTTA 6.324
MEAN TOTAL—P 6.3 60
MEDIAN TOIAL—P 5.300
MEAN TOtAL—N 17.243
MEDIAN FO1AL—N 11.840
-------
ST P SUMMARY BY STAT ION
PAGE 8
STOQET SA lPLIN(, PQP MEAN FLOW TOTAL—P TOTAL-P TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA _
C3 3E TPEATMENT TY METrIQO SERVED MOD MAX MIN MEAN MEDIAN MAX HIM MEAN MEOIAN TOTAL—P TOTAL—N
1P11A ACTIVATED SLUDGE 2 ?300 0.366 4.700 1.870 - 3.012 3.000 8.200 2.870 5.175 4.710 1.522 2.720
181148 ACIIVATED SLIJL)GL 2 2496 0.236 5.500 1.050 3.505 3.300 22.190 6.400 13.398 13.244 0.843 3.367
IRIIAC T9ICKLINC, FILTEP 3 ‘300 0.386 5.750 1.250 2.614 2.500 47.760 6.230 12.864 9.870 1.208 6.080
1811C T- 1C cLING FILTE. 1 2480 0.468 15.700 - 0.860 3.846 2.400 16.815 6.960 10.794 8.240 2.339 5.834
18l1 A POND 1 700 0.003 5.800 0.570 2.777 2.800 10.450 1.130 4.219 4.280 0.058 0.030
18?7A-i T- JCKLINC, ILTE I 574’ 0.382 5.700 1.150 3.675 3.700 23.700 8.540 15.723 15.160 0.607 2.916
1877AC T. tr
-------
çj j . y FNTI’ E STATV 14
TOTAL SLANTS SAN LE’)
TOTAL POPJLATION SEr VEi) 5201 ?
TOTAL P LOA’)/YEA44 IO TJSO.
TOtAL N L AO/YFAR 2 ScR sI.
MrAtj P/CAPITA 7.06
MI flIAN -‘/CAPITA 1 .203
MFAN N/CAPITA 4.9)1
“IFO IAN N/CAPITA
MFAN TOTAL—P 5.9 )2
MEDIAN TOTAL —P 3.500
MFAN TOtAL—N 14.31 1
MFOIAN TOTAL-N II.SRO
-------
SIP SUMMAPY 8Y STATION
STDO T
CODE
T. EA1MFNT TY’L
SALIN’,
1ETb-4Ofl
POP
SF. VED
MIA\J FLOw
MGr
TOTAL—P TOTAL-,
MAX MIN
TOTAL—P
MEAN
TOTAL—P
MEDIAN
TOTAL—N
MAX
TOTAL—N
MIN
TOTAL—N
MEAN
TOTAL—N
MEOIAN
LOAD/CAPITA
TOTAL—P TOTAL—N
?ID?AA
ACT IVATFO SL’lt)”F
I
2500
0.315
55.000 13.600
24.535
24.000
76.280
17.200
38.500
33.960
10.145 16.461
?IO1AA
1 ICf’LIN6 FtLiE
2
3210
0.2?N
50.000 8.000
19.058
17.650
48.600
10.160
28.091
29.200
4.403 6.374
2 103AN
F iIC’ LING FILTFP
2
?674
0.351
18.800 3.700
9.927
9.200
20.100
6.480
12.865
12.340
4.420 5.373
?1018A
T IC LIN ., F1LTF-
3
1154?
1.500
14.700 1.850
6.577
6.300
28.000
10.460
16.462
13.800
2.741 6.919
21O4PA
ACTIVATED SLIJD’,E
3
t30D
0...60
8.800 2.050
5.172
3.450
8.300
2.940
5.932
5.950
0.972 1.172
2 )0421
ACTIVAT t) SLUD(E
2
5700
1.500
5.300 1.900
3.132
2.600
18.180
8.140
13.381
13.480
2.456 10.608
210631
)N()
1
3700
0.592
9.800 3.600
5.M 1
5.000
19.260
6.120
11.366
11.060
2.710 5.310
?l04 +l
PONO
I
900
0.066
13.500 3.530
7.698
6.300
21.096
6.230
13.728
13.040
1.445 2.648
21045!
POND
I
l?00
0.752
7.700 3.200
4.591
4.400
14.040
4.600
6.987
5.740
7.545 17.599
?IOL.*’.I
P)ND
1
2000
0.270
5;900 3.100
4.263
4.197
12.980
3.620
9.083
9.220
1.733 — 3.785
210471
T 1C (LIN’ F1LT P
?
2000
0.363
9.600 2.700
5.718
4.800
12.200
4.160
8.179
8.840
2.997_ 4.527
?1058A
T 4 1C cL1NC, FILTEP
3
10079
3.037
12.000 2.100
7.117
7.800
34.960
2.240
19.480
21.960
5.529 14.924
210521
ACTIVAT!-I) SL JlJ4E
2
672
0.257
0TF: SAMPL IND ‘-4F Ip’)L>
108A8. 2=COMPOSITE, 1.GRAR AND COMPOSITE
-------
5’JA iA Y F J-? ENII”E STATE 21
TOTAL “LAIdIS SAMoL r 13
TOTAL POPULATION SEQVFO 53?9o
TOTAL P LUAO/VEA 195139.
TOTAL N LOAO/YEAP 4379S4.
UFAJ P/CAPITA
MEQIAN P/CAPITA ?.gq l
‘WAN N/CAPITA 8.211
MEDIAN N/CAPITA 5•Q OR
MEAN TOE AL-P 9.509
MEDIAN TOTAL-P 6.053
MEAN TOTAL-N I#.3 0Q
MEDIAN TOTAL—N I?.0 ’ .0
-------
STP SUMMARY BY STATION
cTOP’ r
C Y)E TWEATIFI,IT TYPF
?1IOS Acr1vAT ) SL(l )C,
?1I?S’J ACTIVATFr) SLUD(,F
?11150 ACTIVATED SLIJD(,F
NOTE: ,A APL1NO MT 1Or)
PAGE 10
S M..)LIN& OP AN FLOW TOtAL—’ TOTAL—P IOTAL—P TOTAL—P TOTAL—N TOTAL-N TOTAL—N TOTAL—N LOAD/CAPITA
MEIrIOD SF vED MGD MAX HIN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
0.808 2.429
6.920 226.154
0.555 2.128
?
900
0.0 ’7
.556
1.950
3.7’3
3.750
27.200
1.710
11.395
9.250
750
1.232
3.000
0.560
1.) 4
1.400
63.086
27.420
45.870
47.168
3
900
0.047
13.500
1.250
6.325
5.750
42.350
5.510
18.878
18.040
l=(, AB.
‘=COM OS1TF. 3= MA9
AND COMPOSITE
-------
U I’ A Y o ’ EI.1! ’E STnTI- 3
TOTAL PLANTS SAM LF 3
TOTAL P jPULATIQN SE Et)
TOTAL I-’ LOAO/YEA C f,4 17 .
TOTAL N LOAO/YEA’ 173717.
MEAN P/CAPITA 2.5I
MEDIAN P/CAPITA O.SOP
UFAN N/CAPITA .121.
4FDIAN N/CAPITA
‘lEAN TOTAL—P 4.291
MEDIAN TOTAL—P 3.540
MEAN TOTAL—N ?4. 23
MEDIAN TOTAL—N IP.O )
-------
SlOT
COOE T Et TM .T TY t
STP SUMMA Y t Y STATION
PAGE 11
Sa - LINC. POP M JAN FLOi TOTAL—P TOIALP TOTALP TOTALP TOTAL—N TOTAL—N TOTALN TOTAL—N LOAD/CAPITA
MFT 1()D SF- VE’) MC,1) MAX MIN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
?601?I
T IC LIJ 3 (
?
300
C.O10
13.500
3.600
9.585
9.200
25.000
10.400
19.350
18.520
0.914
2.222
? .031l
ACTIVAT &) SL’JU(
3
1000
u.607
6.600
2.600
4.708
4.900
29.400
9.900
19.611
19.000
1.756
8.134
?40 XA
ACTIVATFI) SLUDOF
3
3000
0.113
12.000
8.800
9.783
9.050
16.800
4.400
10.807
10.800
1.120
1.193
?40 YA
ACII’/ATEI) S1’J( ’ F
1
1000
0.082
17.000
10.500
13.286
12.500
29.800
16.500
22.443
21.500
3.257
5.609
? .3Q1J
T. IC,(L1 C, FILTT
I
75flfl
0.336
11.500
1.300
4.705
4.600
23.050
6.040
12.030
10.050
2.153
6.536
NOTE:
AMPL1Nr, MEP-lOD
1=GPAd.
2=COMPOSITE. 3=GRAB
AND COMPOSITE
-------
SiJc4& PY -nP FNTIPV 1ATF ‘.
TOTAL PLANTS SAMPLED S
TOTAL POPJLATION SE -EVE’) VROO
TOTAL P LOAD ,YEAR 17542.
TOTAL N LDAO/YEAP 50597.
MEAN P/CAPITA
MCD!AN P/CAPITA 1.75 6
MEAN N/CAPITA 5.Ib
MEDIAN N/CAPITA 5.609
MEAN TOTAL—P M.98 f l
MEDIAN TOTAL—P P.800
MEAN TOTAL—N I P.637
MEDIAN TOTAL—N I6. 00
-------
ST P SUMM AP Y BY STAT ION
STO9ET
CGOE
T EATHENT TYPE
SAMPLING
METHOD
PQP
SE VEfl
MEAN FLOW
MGD
TOTAL-P
MAX
TOTAL—P
MIN
TOTAL—P
MEAN
TOTAL—P
MEDIAN
TOTAL—N
MAX
TOTAL—N
HIM
TOTAL—N
MEAN
TOTAL—N
MEDIAN
LOAD/CAPITA
TOTAL—P TOTAL—N
250750
T’ ICI
-------
cL)V 1APY r0’ ENTIPE STATE ‘S
TOTAL °LANIS SA?IPLEI) 10
TOTAL POPULATION SEr VEO 153500
TOTAL P LOA IT/VEAP “08405 .
TOTAL N LJAO/YEAR 1661146.
MEAN P/CAPITA 2.oA.I
MEDIAN -‘/CAPITA 2.374
MEAN N/CAPITA IA.86S
MEDIAN N/CAPITA 7.295
MEAN TOTAL —P 6.171
MEDIAN TOEAL— 5.250
MEAN TOTAL—N 19.0Th
uri)IAN TOTAL—N 1 6.100
-------
ST N S UMM ANY 8 Y ST A TI ON
PAGE 13
STOQ T SAN”LINfl 09p MEAN FLOW TOTAL—p TOTAL—i-I TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
con TNEA1. TNT TYNE MErHOr ) Sr9VE1, M(,1) MAA MIN MEAN MEDIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
?64O 5 1 T 9 1C
-------
“ T S IJMM AU Y $ V STATION
PAGE 14
ST’) ’ T SA ’LIr’, OP MLAr FLOW TOTAL—P TOTAL—V ’ TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
CO1 T4EATNENI TY’* •1F1H01 SE VEI) MGI) MAX MIN MEAN MEDIAN MA MIN MEAN MEDIAN TOIAL—P TOTAL—N
P I sErrLE. .)In’-cT 7200 1.041 9.M00 1.600 .210 3.900 28.500 5.254 18.999 20.130 1.813 8.107
? ‘ 5lS0 PHOSp -1O. IJ , - M)VAL 3 A ’ 00 ?.4)5 7.600 2.000 3.227 2.800 23.700 6.180 13.618 13.000 2.702 11.229
?46Q50 ACT l AT1 i) SLIifl1, 2 1 ’OflO 1.795 ,.80O 2.300 4.017 3.700 15.155 4.500 9.858 9.150 1.752 4.347
?A7160 0 ’J 4 -MOVAL 3 l?203 I.9?9 ‘4.400 0.530 1.555 1.475 27.700 9.700 18.994 18.400 0.349 10.223
‘ ETrLC .’)(G cT ‘ 1 19 ’)S 1.100 6.300 0.530 2.566 1.925 30.240 15.904 24.03’. 26.197 0.656 6.991
?67? ,I P-IOSPrIOPUS ‘ F- ’flVAL 3 I64 0.504 .8OO 1.400 4.233 3.450 21.600 5.740 12.472 11.580 3.951 11.133
26725? ‘.hOS ’-1 )r JS EM 1VAL 7 0S0 ( ..]03 8.400 1.i 90 4.81$ 4.450 18.460 6.400 14.913 15.500 2.197 6.899
p - 4 ’j P-i! S T1LE.t)1(, T 3 ?07 1 0. P? 4.500 2.250 3.395 3.300 18.060 9.460 12.250 11.810 3.383 12.382
767°c0 ‘ i ‘-,E1ItF*i)I ,FSI 7 15000 1.M51 9.200 3.750 6.17’. 6.000 44.4’.0 17.670 26.572 25.070 2.255 9.643
? ‘7°S1 ACTIVATfD SLu ( 2 3200 0.34’ 10.000 3.200 5.440 4.700 51.900 9.400 19.367 17.700 1.682 5.699
26445) 1, 1orF 1 ‘ .70 0.12’. 1 ’.000 2.000 6.150 6.000 33.648 12.100 21.301 20.430 4.688 15,347
?6 7S3 T IC ’LIN ILI 2 ‘300 0.37 11.500 3.300 6.329 5.500 26.200 6.300 17.604 18.075 2.e63 e.1s4
269150 —I ‘ .ETT1F.fl1(, ’,T ‘ 9710 2•’.39 76.000 .ii4O 15.316 13.250 24.700 14.000 19.476 18.180 11.593 14.921
2690-0 O iO ”IJS -1 V L 3 1100 (1.241 2.950 1.250 2.3 1 2.400 35.600 14.000 21.808 19.900 0.515 4.797
?69Q ( P,1OSI-’HO IJS - EMOVAL 2 1503 0.321 ‘..P00 0.550 1.599 1.300 21.560 10.100 14.282 13.080 0.474 3.927
NOTE: A ’-’LINU, 1 T—f) 1”PA—. ?CC’M ’OSITE. 1 C, AP AND COMPOSITE -
-------
S 4I ”ts i ‘)- 41 l-flt NI lt 2-,
T nT AL
TOTAL
74 )1 AL
TOTAL
MFAN
“F”! AN
“F AN
M T 0! AN
‘IF A N
M A’J
MFflJ
A4rs SAvaL
P)I 1JL A TI ON SEr VF,)
P LOA n / Y EA R
N L0AO/YCu .
‘/CAPT TA
U/CAPT TA
‘I/CAP 11 A
N/I A’-’ IT A
I )TAL—”
TOTAL—’ -’
OT t’_—N
TOT i —N
‘ I
,44 SO €‘
‘427107.
7f,4 IF 9.
I • ‘45!
2• 7’5s
IC ’. fiR
k ØSØ
‘ ,.ô S l
4. 4CC)
PA AL,5
I - ?. J I lO
-------
‘,L 6 (MM I Y .4Y ‘ IAT lO l l
PAGE IS
‘,1D I
rorw
T ’ .LAt ’ t FY01
‘‘ PL Ir r, ‘OI-’ l l’J .1 ).
9ETrIOIl SC VFr) H(, J
rUrAL— ” 10181—8 TOTAL—’ 1OtAL— TOIAL—’J
MAX Mill MEAN MIDIA1J MAX
TOTAL— Il TOTAL-N 10141—N LOAD/CAPITA
MIlJ MEAN MEDIAN TOTAL—P TOTAL—N
?7&7 l
T- IC ’ Lf. ILIt ’-’
-‘
li -1O
U. 6I
12.500
.4(IO
10.690
10.400
69.060
IN.9?0
35.145
33.200
2.628
8.827
?74’5I
ALTIV4TF1 SLJu(
3
(2(95
I.373
11.500
6.400
8.418
9.200
40.020
It.660
25.563
26.005
2.884
8.820
?7A ’I
ACT 1 1ATE1) SLJUOE
2
‘-.714
16.500
9.900
13.191
13.600
21.190
15.500
18.835
19.100
6.434
9.306
?7 —/
CTIVTTVl cLIPtJ’ 1
2
1419
j (
9.100
5.000
7.500
7.450
25.400
14.030
20.063
20.200
2.914
7.521
?1% -3
C-”TIVATC’ cLu ,, ’,’
1
I64(.
4.469
ci.000
‘ .2o0
18.01?
15.000
13.565
1.5?5
4.236
3.350
15.244
3.396
?7A I
ACT1VA1 ’l ‘.1 i ,) ’ F
. ‘
1% c’D0
Jr .600
6.700
2.800
4.414
4.100
22.070
11.130
14.708
13.480
1.969
6.536
? 81
CTTJt,1 SL ’”) ’F
P
-“--2’
u.I , -0
I’.SCIO
7.00’)
9.544
9.600
48.070
24.600
32.5 8
33.020
1.773
6.167
77S6’.
I ‘I(sLi ’ IHLN ”
5r47
f.24Y ’
16.50’)
10.500
13.355
13.600
57.995
28.440
45.385
47.290
1.799
6.086
27%69 ’,
1TV T1 ‘LIJ ,P,E
l 4I9
0.438
23.000
7.900
13.640
13.500
71.545
14.950
38.007
34.230
2.450
7.266
?7A I
0.,( ).’- 0 IS -l ’ ’c)V L
2
I i91
l.°11
4.000
0.i 70
2.597
?.950
37.900
1.080
12.474
10.780
1.376
7.019
7747’,’
OS .)-’L’- ’ - ‘ ‘)VAI
?4’ - ’
3.4??
7.000
1.850
5.404
5.850
25.045
9.000
16.672
19.400
3.233
7.726
178153
ACIlV It) - ,L’iI ” - ’ -
‘
1138
526
36.700
4.400
17.683
14.250
124.330
11.080
33.091
17.000
10.514
20.897
?7 -4 1—I
4rT1VAT ’ I. ’ ’
I’6 ’ ’3
?. (97
‘4.300
6.400
7.959
8.400
39.000
20.100
26.295
25.000
4.122
13.391
?7 5}
ACTIVATe) SLI ’,) ’.Y
1
ill
0.129
7.700
0.960
4.699
4.700
21.16’)
1.400
11.347
11.810
2.705
6.570
171661
1- ’IC ’(Li ’’ II ’ I ’-I
1
O7j
0.465
1 11.500
4. 100
7.500
7.500
43.500
16.500
28.302
28.550
2.151
8.294
?7” - ’5I
F—IC-LI- Ii I
7
?,‘‘4’
4.-.04
6.600
3. ,?,
‘..4?1
4.300
39.900
13.100
19.177
16.287
2.353
10.353
?7C? ’- ’
IC1I ’ . T L”
‘
l- ’-’
0.140
1.200
3.200
5.018
4.900
19.100
7.900
13.628
13.245
3.558
8.885
?7C15 (
T ICIL I ” , F lLIP ’
-‘
/ 4
1.1,31
1 ’ .S00
2.900
9.417
8.200
44.400
19.400
30.200
26.200
2.857
12.?97
170761
-CT iVA1 ‘ ‘ ‘
1
I ‘4I
. 37
I -.. 4 00
4.100
8.816
“.450
45.?30
14.710
28.831
28.000
4.15?
10.367
? O ’ -u
rak L ( It i- ’-
7
‘ -l1 ’
(.14?
10.030
1.650
1.13?
F.800
19.200
9.200
22.728
22.920
3.101
12.620
T-)I’(t I , ,CILT -
1
4216
.413
11.503
6.000
8.708
4.800
32.100
3.940
17.449
18.300
3.306
6.799
‘7l SI
c1 ) - ’I - , ‘ ‘ . ‘
1
5.
3.’)-,,’
7.7fl0
0.47)
3.7 ’.S
4.200
14.900
2.330
4.971
7.140
1.74’.
3.101
?7l 4I
I —)
I
1 ‘17
-i.’- ”—
?2.OuO
l.?V4)
12.1,43
13.000
49.040
27.070
40.’- ,?’.
40.190
0.758
2.37?
?71’ --’(
T- ’lC-cLI lLI ’ --
‘
F4 ’-
). 4
I ”. OP
1.900
9.414
‘4.900
34.600
13.190
23.?57
20.400
10.267
78.379
?11 ”-l
‘t, 1,171’ ‘ ‘-.l’ ’. ’
2
I7 3 ’
.46(
.5u0
1.050
4.477
4.5,0
26.400
4.470
15.545
15.700
1.946
7.128
‘7,. —l
‘i — -IrLt-’ ’l ’ -81
I
(‘86
93C .
I•’. ’)OO
0.O t.
.003
0.230
50.150
0.475
17.564
1.5?5
0.956
2.595
‘IOTF . ‘“ Li’. - ‘- F•- 1’
-1 ‘t II -. 1 , A ” 4N’) C’.1MP05 ,IIC
-------
5I- SUMUA Y Y STATION
L)fl J’
F IL I ‘
- lLT-
F IL
ILI
?7’.c— -
I
?7 ’. I
I
I
?7’, , ’-,
?7”P - ‘
27451
2753
T9yC L1 ’ .
T-QIC ’(LI
T ’I cL1
r’rr LIr ‘
AC Fr VAT’
4C IVAT-)
T )ICKLI
ACT IVAT ’-’.)
‘.,I ii
IL )IJ
ILl V
cT-l I
T—F T FNF Ir- ’;
S . l-’L II C-
ET” OI)
‘(‘
SF VLO
I- L’ ,)
TOTAL-P
MA)
ItjT AL— . ’
T1IN
TOTAL—V
MEAN
TOTAL—P
MEPIAN
TC,TAL—N
MA
TOTAL—N
MIN
TOTAL—N
MEAN
TOTAL—N
MEDIAN
LOAD/CAPITA
TOTAL—P TOTAL—N
?7 .c’
‘ - I - TI’. ’ •‘ I ’- ’.T
I
“‘1)
0 . ’ 6
6.600
0.542
1.90?
1.150
16.270
5.100
9.048
7.700
2.530
10.703
3
144/
0.114
T.N40
5.400
7.210
6.30()
15.400
6.900
11.007
10.570
0.184
0.265
3
t ’0’
0.721
11.000
5.000
7.630
6.430
41.600
13.870
24.283
23.165
3.250
7.976
“
)‘•34
0•343
?7.000
S. ’ )0
IJ.045
‘.500
33.QQO
12.3?0
23.907
?3.4 0
2.859
6.956
3
121’.
(‘.‘G ’.
1).000
3.725
/.1s5
7.400
16.250
6.335
12. ,57
13.400
3.495
6.055
7
‘45n
2.471
/.600
3.300
4.604
4.600
24.000
10.000
15.879
16.250
2.708
9.373
2
0.223
/.500
4. ’.0O
5.991
5.750
14.600
3.400
7.508
6.995
3.379
4.256
I
3-,’j
i) 279
6.950
l.Iu0
?.777
?.700
22.600
1.290
6.639
3.913
6.351
15.029
3
1504
0.15’
Iu.500
1.050
5.123
4.200
33.690
3.690
14.567
11.375
0.927
2.422
7
157’
I.?03
1?.SO0
6.000
.05N
.10O
32.020
19.200
25.413
24.876
4.717
13.158
277’ -3
-T L-’. •I6r ,r
‘
‘ 20OD
lc.7o8
7.600
3.100
5.785
5.750
‘.3.300
11.650
20.425
18.820
2.909
10.134
2776,.’
-‘ t S-I1L , .)I(’L1T
2
1.649
1?.000
6.900
9.951
4.R0O
36.980
23.040
28.572
27.480
5.228
15.667
?77 ’ ,
-“I 1 34_r. ’Ic . ’--,T
. ‘
1 7 v00
I.’i O
10.500
4.100
6.7’S
6.700
50.640
12.040
28.566
27.925
1.811
7.1 ’ .A
27775 1
T -’I L1\ ’ FILII ’
I
I53
“. 152
4.200
2.200
4.100
4.250
26.400
5.010
9.357
7.140
0.662
1.916
?7 75I
T Ir -LI ,I(, II 1’.-
3
‘5797
I.0 D1 ’
9.750
2.400
6.11-3
5.600
19.900
2.930
9.290
4.500
3.309
4.739
27 1 ”4SI
‘ CT TIArII
3
1141
‘).I s
‘.?OO
2.400
5.350
5.300
20.000
11.940
15.040
14.500
3.207
6.496
27Q’ -- ,I
1 . IC LI ‘ , -1L3-.
2
l1’ . ’
0.173
13.000
2.300
/.5 /
P. ’ 50
45.200
NOTE: IA’4 -L I j(. .I - T-”)I
T ( .9A -. lCO.4 O ’ ,IT . 4 6 .-3AP ANI) CO.l )OSIIt
-------
c’ it-i Pt FO ErirNE ,TiTF ‘1
TTAL P( \91 S3N”’LC) 43
TOTAL pooJLar!0N SEHE’) 1tO9 91
TOTAL P LUAO/YEA4 19037i)3.
TOTAL N LOA)/YEAP 120d99 14.
UFAN 2/CAPITA ?. ?t41
YEflIAP’j /CA ITA
‘WAN ‘I/CAPITA 7.071
‘AFOTAN N/CA°ITA 7.521
‘WAN TOTA4—9 8.277
AFr)IAN TOTAL—P 7.l ’0
MEAN TurAL— I 22.7?5
MFnIAN TOTAL—N J .lUO
-------
ST? SuM 1A. Y BY STATION
PAGE 17
ST3 - I
c-rn r;AT ‘1
‘ ‘ -LI ( - ‘I)’ - FL TOTAL—-’ TOrAL— ’ TOTAL—-’ TOIAL—? TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
. I,iOil S’ JVLO M(,f) MA U(N MEAN ME [ )14N MAX MIN MEAN MEOIAN TOTAL—P TOTAL—N
?P)IC
P
I
7 (
0.’)?-,
- ).3’)O
3.300
5•979
5. 100
16.040
3.98?
9.574
9.570
1.417
3.051
? - 3IC(
—) II )
I
?)(
u.0 -’O
I4.SflO
7.500
.7E 7
9.650
16.150
7. 1?
11.321
11.465
2.316
3.870
?‘ - ‘O??
POFiP
1
‘ oo0
0.?cO
0.600
5.400
6.519
6.000
26.1?))
2.170
10.116
9.760
0.950
1.558
‘ 0 ”?
-0) I ’)
I
- 330
0./SO
13.000
1.100
7.2’.6
7.200
19.040
4.110
9.516
9.360
0.992
1.527
7’ 0? ’
Pfl
I
?OD
0.160
20.000
6.100
9.66?
.750
33.080
10.280
17.179
12.810
21.292
38.418
? ) 04 t
Nfl
I
)0
(‘.011
N.000
6.500
11.135
10.000
28.125
4.060
16.128
16.037
1.229
1.932
7Pfl4
- >1 ,90
I
1000
‘..bS ’
5.500
?.O50
4.369
4.600
32.020
15.810
23.100
23.525
6.988
39.382
T- 1 - I’ giLT-—
1
4000
0.500
11.-40c)
5.000
6.81?
5.700
35.040
13.680
18.475
17.000
2.644
7.052
NOTE
SAMPLIjI, 110L
I=.i-.A- .
?=C0’IPOSITE. 3 C ,. >AFi
AND COMPOSIIE
-------
ç p .q’it4y mu-’ CNTIPF -,TATF
TOTAL PLA’41’u SAMtJLtjJ P
TOTAL POPULATION SNVEI)
TOTAL P LOAO/YEA 3 2 11 g.
TOTAL N LOA n/YEA R q2pIs.
MFAN /CAL’1TA ?.oc l
MFOIAN. P/CA’-’ITA
MEAN N/CWITA
MEDIAN 1/CAPITA
MEAN TOTAL -P P .3 03
MFDIAN TOTAL-P 1.200
‘ FAN iDEAl —N
UEflIA . TOTAL—N I ?. ’O
-------
STP SUPIMA’ f Y STATION
PAGE 18
S1 ,rT L ( L) 1- f FL TOtAL-.’ TOTAL— ’ TOTAL— TOTAL—P TOTAL—N TOIAL—N TOTAL—N TOTAL—N LOAD/CAPITA
T’F ii 1 r- o Y vE ,1A 1N MEAN MEIII AN MA MIN MEAN MEDI AN TOTAL—P TOTAL—N
I )O 0. ”41 6.100 1.440 4.187 4.150 14.320 2.210 9.148 11.110 12.853 26.5 1
- 0•v)’, r rr i r ILT 7 4f)f 0.37 ? ‘4.700 2.600 5.696 5.100 34.480 7.740 18.910 20.555 3.157 10.170
110 0 r’ -ffl ‘ ‘.0 )0 0.410 13.700 3.150 8.093 7.775 46.580 10.350 23.563 20.130 2.223 6.421
‘JorE i T- O I U Ar ’. ‘COMPOSITF. G A AND C0 ’iPOSITE
-------
SIM’1A T ).fl 1TT
TOTAL I A iTS SA.’ LF ) 1
TOTAL “ 0 ULATfON SE V ”)
TOTAL ‘- L)Afl/TFAP I O6O.
TOTAL N LJAO/YF4 53Th-fl .
MEAN /cA°ITA 3.O ?S
urfljA.’ /C4’!TA 3.157
MCA J /CAP1TA P. 5 1 ’ l
ME nIAN “t/CA. 1TA 10. 1 10
MEAU TOTAL—P 6.4 75
M I) saq TOTAL—P 5• 753
-IFAN TOTAI—N 14.3OM
MFIJIA TITAL—’J IN. 7JO
-------
sI , ,u._ 1 .. ’• _JY ,TAE ION
PAGE 10
Clr’,R T—t.-T r 1
I LIIr,
-: Ii’)’)
->C.’ ‘F 4’t FL l, I) F AL—P flU AL—” TU1AL— ’ ict IAL—P FOFAL —N
91 N ME AN ‘4E’I AN MA
IOTAL—”I TOT4L— J TOTAL—’J LOAD/CAPITA
‘uN MEAN M MIAN TOTAL—P TOTAL—N
3’ ”- .tl
ACTiI’ T “1
I
i’-,i
.01
60.000
23.tJUO
u1. 191
31.000
?4.600
17.500
19.940
19.750
‘.542
3.90?
1 ’ O 3 ’ I
,\rrT ‘ i, “t’Ii’
I
U
(,. ‘JC2
10.000
.d00
8.?B7
M.500
23.750
5.520
18.867
21.400
1.658
4.191
4l3AA
AcrivAfi ) 5Lt 1 1)(. ’
5P
U.05i
J.’00
0.7’.0
1.749
1.550
? ‘..700
7.000
13.926
14.970
0.647
4.394
t ’g f
‘ rj tI fl ‘ -,I.It
I
ID—
0.0 11
P.200
1.75,)
4 .63
3.950
16.350
6.400
11.975
13.175
2.175
5.801
14L )
A Fi AFr Si ii ’
I
t”
0.01”
-.. 0)
.4U0
3.437
3 . .0()
24.400
9.900
16.552
15.780
0.523
2.512
1’.114i-
PNLi 1 ILI ’
I
7 .1j
0.144
12.000
3.I00
6.726
7.350
21.130
4.110
12.772
11.630
13.464
43.803
“.I3
T..IC . -LIF,, Fit I--
I
. .13 ’
5.. - ,0
0.155
3.AI7
1.90’)
16.000
2.200
5. ’ u52
4.900
14.404
10.072
161 a I
AC1 ’V. 1 I ‘ L ii F
I
00
1.00-,
1.’ 0
0.147
1.113
0.420
25.360
0.770
t3.961
2.920
0.008
0.045
I4I4A ’
IIVAT ’ I 5tJL)’
3
i’.D0
0.01-,
9.300
1.760
5.998
6.500
65.450
14.630
28.211
29.600
0.197
0.985
1 1(LI’t( ILl’ ”
I
54
0.005
-?5.000
0.400
17.925
18.500
34.370
13.510
21.104
18.660
4.329
4.718
1 ”/P
T IC ’L1I ’ iLI”
I
I — , ’ )
3.00i
.600
0.630
1.001
1.800
14.440
2.350
6.588
5.890
0.339
1.164
1417ff
T IC.(LI 11 FIL1r-?
‘
15)0)
1.135
.5OO
1.450
6.579
6.700
31.080
11.040
23.763
?4.680
1.531
5.479
1412 ’
cr 1 T -
1
7)—,
C.01
- .4ljt)
4.400
6.875
i .950
54.000
30.720
41.677
38.750
1.722
10.552
14I?$ ’
.CFI Alr )
7 t(i
L..NJ
7.200
5.500
5 .77 I
6.200
75.400
6.480
20.997
23.650
1.286
4.296
1 I5 -’1
ACTIvaf I 4Ltt 5 ’-
I
S0
f ’.O?
rI. ’400
4.1400
8.836
6.950
20.900
9.060
14.P04
15.000
0.926
2.019
‘ I ’ fl
iF ./ Ji-fl 31’),-
1
7 flJ
0.001
..90t)
1.237
3.45 ,
4.100
s2.500
13.400
42.059
47.150
0.042
0.513
1 lQ C
T —1C - LI,- -ftT - ’
3
- ,) , )q)
4.100
1.450
3.958
1.800
29.750
6.520
16.728
17.300
1.502
6.008
‘ -
( -‘ rl1 1 —i I -
I
(t.00
7. 5J
3.700
5.933
6.250
31.050
.0O0
18.428
17.050
0.226
0.702
1/.7 ’
t.( I I” T ) I —I I
I
4 i”
0. 3’.— ,
7. 7,0
2.900
5.823
. 00
23.500
11.700
11.796
18.200
I • 774
5.995
.?c
‘— ‘ I - ‘ I IL’ • ‘I , - ‘I
3
441
1.0I1S
7.100
1.90
4.7’S
‘i0TE a —’’LI I Ti ’
I CI’M ”II ’ - I If • 1 74 A 1f) CU-IPOSITE
-------
C 1 1• P FflR E91 NE S1 TF I ’
TOTAL PLANTC Ct.’A?Lt, 20
TOTAL PØP1 AT ON SE’ VEO
TOTAL 0 LOAO/YEA 5 47a6.
TOTAL N LOAn/YFq I8#,106.
MEAN O/CAaTTA 1. 5 1 7
MFO IAN 4’/CAPIIA 1.3’4
“F 9/CAPITA 5. 13M
MEOIAN 9/CAPITA 4 . 44
MFAN TOl AL— 0
MEDIAt’. TOTAL-P 5.400
MFAN TOTAL—n i ?O.7 4
ME OIAN TOTAl —N l .3S ’)
-------
ST cu MA BY ‘STAT IO
PAGE 2 )
M: B V ’ s Tl)IAL—P T lAl— ’ 101 AL—# TOTAL—I- IOFAL—B
A% BIN MEA9 TIEDIAN MA
TOTAL—B TOTAL—N TOTAL—N LOAD/CAPIIA
MIN MEAN MEOZAN TOTAL-P TOTAL-N
‘ ST)- ”I
C)I1’
4-I- ’LlN
‘F I.-’Oi,
S
-
I -l( L1t (’ ‘ lt 7’-
I
‘ iJ0
C •75.
I 7.600
.340O
‘1.400
7.950
130. 720
14.180
53.121
43.?80
6.019
41.025
1 i; ’ - ’
- ‘I SF1 ILt ’) I(” 1
1
‘0 0
7•4Q4
1.650
1.500
‘..096
3.?50
31.260
9.500
18.984
16.910
2.250
11.263
189957
.‘DI S 1YL’.’JI( S1
‘
1JOO
1.153
4.100
0.820
?.‘.90
2.500
16.000
1.540
9.954
9.500
2.955
11.586
1Q-, ”
4’ IF
70’)
0.I ’6
‘- .i00
l.?00
1.300
3.000
8.350
3.690
6.295
6.1?0
2.210
5.859
l 3 4 3
—- T1L . 1’ ‘ ST
1’-’3’
.)0O
1.450
4.359
4.500
29.760
9.700
18.755
18.375
2.160
9.252
161T’- ,I
- I ‘,‘-TlL I’,r”T
I
130’)
Il.IPP
7.950
1.450
4.115
3.450
36.010
12.200
20.979
18.360
1.690
8.698
3,) - , ?
sJ S )-1ILF . 1(, ’’ ,1
2
800 ’)
‘i. ’#S
6.600
0.410
1.766
1.100
33.17’)
2.780
7.838
4.280
0.777
3.838
1! I Is)
C1TVATr’) ‘B ‘I ’ ’ ,’
175,)
0.251
5.000
3.655
d.45’,#
2.050
9.7’.0
6.890
8.540
8.405
1.002
3.605
361153
O”Ji
‘
7640
1.001
6.300
0.350
3.268
3.477
25.780
8.760
18.892
20.015
1.434
8.156
‘61156
ACIIVATF , ’ SL’JJ I
I
‘OOO
0. 0Q
4.800
1.750
5.833
5.800
44.37Q
9.100
27.019
32.368
1.380
6.862
181158
“I I ’TLF )!”r’,1
‘
1306
3.19’
IA.500
?.500
6.360
6.025
63.400
1.840
12.453
12.145
2.756
6.102
1f , 3 1 5 6
‘
4100
0.549
8.300
3.300
5.085
5.100
23.000
7.300
15.192
15.700
3.511
9.874
1811 “
“—I SF ! TV ’ ‘‘h -‘1
7
4 ) 6j0
1(1.760
4.300
1.9110
2.6?1
?. ‘ .00
25.100
10.700
15.195
14.300
1.997
11.598
‘ 1 1- ,4
- “ -I ‘‘-III r,jj( 57
I ’ )
8.6’,?
‘9.100
3.800
5.755
5.825
44.04?
12.915
31.523
33.040
0.746
4.037
8 l 1co
?3 0
0.695
5.400
1.430
3.252
?.765
25.910
6.045
12.721
11.280
2.630
10.314
3 1 ’)
5),’) C1 1 I ’-
I
I ’-’)00
‘.775
5.800
.900
4.267
4.450
23.200
4.920
13.510
13.365
2.432
8.563
“ lOSt’
‘
- ‘7/’)
C.9 4
7•3(ifl
3.25,)
4.746
4.600
60.000
11.598
19.146
16.250
2.362
9.350
1s355 )
( s t ,
1
I ’ .? ”
0.?77
‘.500
2.500
3.637
3.780
28.600
7.950
11.370
10.050
2.130
6.705
i ’ s —
‘
1 ’ o
. IS)
I ’).S ’ )O
‘.30
4.463
3.800
31.580
11.480
20.034
17.520
1.036
4.556
l6’)
‘
- ‘41’ ’ )
? 94
‘..400
2.540
3.546
3.600
25.185
1.951
16.697
18.060
1.851
8.561
163O5’
?I s ’-11L 6 ”Ii ’-8T
-‘
“(tO’)
?.j91
7.400
1.450
4.942
4.800
26.000
11.800
22.325
22.700
1.732
7.871
‘)8 S55
““1 ‘S ’J111 • ‘,‘ -,T
-
531)0
..17t
33.000
7.250
12.471
11.000
55.420
19.930
30.751
29.135
3.027
7.516
11 17?
1 I(sLl ’’, I ’
?
‘-,(1”)
).I60
1.’”’,
0.140
0.500
0.450
1.700
0.93s
2.oO2
2.300
0.06’.
0.287
183753
I-’I( ’YLI.’ IIL1” ’
1
‘ 300
l. c,
4.980
1.500
3.5’9
3.750
23.190
6.520
17.159
19.045
3.145
15.751
1837S
I ’-Ii’ Lf ” II] ’-
1
17’,
o.67 ’l
8.400
0.sIO
2.9 ’ 7
2.825
21.100
4.710
11.939
12.200
17.266
64.520
‘ B 7 ’
11 1 ‘AIV ’ ) SI ii ” -
3
I )
).t 1 ’,
“.-- c’
1.900
-..077
4.550
35.880
9.160
19.385
18.100
1.173
6.2 3
\IOTF ’ “0”) 1”’ ‘- T’-s) ’
I r( ’ As. ?sC ,)’. 1’ ,Sj TF. 1r,,4A 1- ’ 081) CI1’*P )5tTF
-------
51 SJ”IMAr Y 8Y SEAT ION
PAGE 21
STO ET
c 1r)F T ’ FT 4ENT T t
tl ’L I’jr, OP ME44 FLL) ’ 9 TOEAL— TOTAL—? TOTAL—I ’ TOTAL—P TOTAL—N
1 r ’ 9or) S -’VtTI) ‘ - ‘ Of) MAX MIN MEAN MEDIAN MAX
TOTAL—N TOTAL—N TOTAL—N
MIN
MEAN MEDIAN
LOAD/CAP I rA
TOTAL—P TOTAL-N
154I 1A
A TIVAT r) 5 j ) I
‘
c6T
0.237
D.SOO
O. 30
3.266
4.100
21.300
2.480
11.534
10.220
1.713
6.310
1 -41IW
ACTLVATI) ‘L)D”-
I
1750
0.649
5.000
1.200
2.100
1.800
18.000
8.970
12.062
10.410
0.985
6.661
3I,4)Stt
T—ICr(LIN(, FTLT ’- -
I
‘ - )0
0.550
“.OOO
0.610
2.696
2.700
21.900
4.660
10.884
10.580
1.297
5.213
-6jT
T-’IrILpI FILI- --
I
25fl
- , ‘6
6.100
0.190
2.9(3
3.025
16.900
5.600
10.063
10.300
1.621
5.646
3461Vt (
ACTIV 1Fi) S)IJI”
1
50
0.001
4.000
0.670
1.888
1.750
74.120
20.500
39.864
36.700
0.082
2.062
1461A6
1?J T1L I .1lIGr ’ -T
?
7 iJ0O
‘ ..76’9
2. ’900
0.740
2.0 ’ 9
2.000
19.880
3.800
11.706
11.465
1.172
6.565
‘,41XA
ACT I’iAT I SLI!JIF
3
‘. , ( 1
0.319
‘9.000
4.400
6.46’.
6.600
19.400
7.080
12.554
11.400
0.843
1.641
1 .41YA
ACEj’IATFi) SI Ii) E
2
1320
0.130
6.800
2.300
4.142
4.050
23.700
8.380
12.908
12.390
1.243
3.875
364 11A
ACTTVATEI) SLiID ’.E
2
I ’8
(1.243
4.000
1.000
1.987
1.850
11.310
3.800
6.089
5.195
0.943
1.741
‘.1so
T LCr
-------
I’ M. ?Y Ffl- TT’ S1r T
TOTAL i A1T5 SAL I 40
TOTAL POPLJLt.T( J SE VEI) ‘5137 1
TOTAL P LUAD/YEA’
TflTAL N LOAO/YUA fl50 I4.
‘IFA.M “,‘CA ITA I.R 14
FO1AN /CA TTA
AFAN N/rAPIT.
‘IFOIA J N/CAPITA E .6h3
‘FAN T)TAL—P .•757
iFDJAN TOTAL—P 3. .O0
MEAN T )1AI —ri I7.7 fl
MFOTAN r) AL—N
-------
ST- SUHMA Y 4Y STATION
PAGE 22
S l- Ll r, fl ) M,- 4J’ L TOTAL -° TOTAL—? TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
CO0 TQEA1M ’siT 1Y ,1 T .- 0rj 5EIJVF’ ft,0 MIN MEAN NEOIAN MA* MIN MEAN MEDIAN TOTAL—P TOTAL—N
17041A T IC
-------
CJi ’iALy F )C FIT j F ST fl 37
Tr IAL PL ’. IS Sap.k’ [
TOTAL Pfl IILAr1oN SFUVrO
TOTAL P L)Afl/YEAR 3 3 ’O5.
TOTAL N LJAI)/YEAQ QOI 4 R.
MEAt ” P/CAPITA
Mrr)Jt\ °/LAPITA .3t4
‘4FA’J E/CAi.)114 9 . 1 7 ’ .
MFDIAPJ rsc3JITA 6.?7 1
MIAN TOTAL—P N •j7q
MEDIAN TOTAL—P .HOO
MEAN rDTAL—l’
MIDIAN b lAt—N I’.5 1S
-------
SUMMA4Y 8Y STATION
PAGE 23
OP ‘IFAN FL)w TOTAL—P TOTAL-P TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
‘11,1) MAX MIN MEAN MEOIAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
ST’)QcT
cOnc
T EATMc NT TY ’E
S. - LINC
‘l THOp
c L vED
34ocA
ACF1 AT ‘ IJ
1 O0O
1.3
l0.S00
3 . 00
h.48M
7.000 23.1?O
5.480
16.159
17.480
2.944
5.230
100’.AA
ACfIVA11 ) SLIt)
?
I53
(i. 63
LS.P0O
4.300
10.711
11.000 19.300
6.600
11.w 2
12.100
4.153
4.950
3907AA
ACTIVATFI) I )r, -
0
I’.000
1.591
7.650
2.200
4.833
4.400 26.032
9.020
16.4?2
16.720
1.744
5.869
1’.07EA
ACUIOTIO SLIJ(h,F
I
I ’00
‘ .4HH
5.600
1.300
2.894
2.475 Id.020
5.960
11.182
10.010
1.043
4.253
4OPAA
AcFTv. TFI) SLIfl,
‘.3003
6.000
1.950
3.831
4.000 174.080
5.130
57.135
46.280
2.370
36.965
0QOPX6
AEI .ttE1) .)O”Jfl
I
?000
0.297
7.500
3.400
5.712
5.600 12.880
3.520
8.275
8.870
2.670
3.824
92I,1
ACTIvA1 ) SIRi ’r
)
iUui.i
I .’. ’6
10.500
4.000
.27S
6.650 19.300
8.520
14.422
15.130
2.779
5.917
3424AA
IMHOF
I
0 flO
0.JPI
13.500
7.100
10.150
9.650 36.880
9.131
20.228
18.987
3.218
6.822
2Q24AP
P J SF11L .)j1,’ .T
2
1700
0.149
1.O00
6.400
13.372
14.000 50.010
21.840
38.015
42.110
3.685
10.480
1Q2PXA
T-IC L1N1 . 11T’ T-
7
‘SOC
0.347
3.530
5.753
5.400 19.6U0
6.700
14.222
15.900
1.938
4.859
o7qaA
T—l(;ALlN FlL1r
)l ))
.71O
10.500
5.000
7.014
6.300 25.400
10.500
15.922
15.100
2.229
5.039
101IOA
. c1IvATF ) SL’PP’E
?
14300
1.050
9.600
6.000
8.114
7.600 19.240
10.668
15.119
14.952
1.844
3.433
Q1?AA
ACTIVATt) SL II , -
“000
!,.73 ’
1l. ’ 00
2.000
5.610
5.325 16.050
2.440
10.593
11.040
1.961
3.839
IOTE: SA ’ LI I -1 )
A rI • ?C lPr)r IT . 14-TAH ANI) C MPOS IT E
-------
ST 5tIMMA Y - y STATION
PAGE 24
cT1. T S LIN( I’I)P “CAN L k TOTAL—.’ TOtAL—-’ TOTAL— , ’ TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
coor T..EAT ..a I Ty’E siF1 1Ofl -,FAv () MUl) MAA MIN MEAN MEOIAN MA* MIW MEAN MEOIAN TOTAL—P TOTAL—N
4201 11 CT I IATF) SI fl . ‘.ioO° ?.‘- 1S.1 6.900 4.600 5.938 5.800 19. 100 6.160 1,.065 16.095 I • 31,5 3.435
4?31A- ’ 1 1C6LI” - FILtF 1 100 0.0 ” ‘.400 2.100 2.357 2.400 12.900 7.350 10.459 10.740 0.889 3.910
4?0I*C CTIV4TF ’ SI.IU”, 10000 ?. 1 ’. 10.000 0.900 8.257 P.313 19.500 12.800 16.808 18.100 2.214 4.641
? ‘ )lf . AC1IVAT I ‘S(J ‘ I 120) “.u7 ’ 15.150 9.500 11.403 10.630 28.800 11.058 18.979 16.500 0.785 1.349
6207 )A -I ETTL .,Ior5I I 1?- ,.i 03 11.000 1.550 10.642 10.500 69.090 3.500 23.819 22.110 0.761 1.540
4?37-4A ACTIVA1 ) Lft fl I I?00 0.061 11.000 3.900 8.131 7.350 44.270 12.900 25.083 22.200 2.621 6.957
4707 A T . ICKL1lj(, lLr- 2 6’- ,00 ‘.“- ‘9 15.000 2.000 8.833 8.600 35.720 8.700 22.151 20.410 2.796 7.244
620721 ACIIIATC ( - I’i(- ‘ -.38 0.086 15.000 1.600 5.604 4.470 40.160 1.890 17.599 16.660 0.274 0.867
420731 AC1TVAT .1 cLJo ,E I 12’) 8.007 15.000 2.400 10.294 11.500 52.600 2.850 23.347 18.700 2.240 5.164
.7l1GA ACTj A T-) 6 I (’, I I’3 ’ ) 0.I1 ’ 10.000 3.100 6.11.8 5.450 17.500 3.740 8.568 7.640 1.981 2.906
4? 164- ( T ’I(”Ll\ lt - 2 hl000 1.5-’) 12.000 4.840 7.437 6.650 19.800 7.140 14.204 14.900 3.264 6.892
421 .Ar T - IC(LI JI , FILT— ‘ 7’J13 0.6C,4 9.200 1.250 5.032 4.900 22.200 5.520 11.817 11.100 1.048 2.622
4?j6A )V1 TVATr () SIlP.,R 3’ ,( G.lr’O 8.260 1.H0Q 6.226 5.100 20.900 0.800 10.335 9.600 2.097 5.056
‘ .7 1”l ’ SI ’4 I 4’ ’I 1.918 3.000 0.039 1.004 0.169 4.680 0.670 2.437 1.890 3.563 1.722
4?16YA 3CTIVAT (-t) I 1100 ‘)• ,)56 ‘ .900 2.200 8.542 6.500 43.670 0.760 20.790 21.450 0.097 0.282
6?l ’ - ’ ‘15 I t66 u.09 ’, 1.400 0.33t) 0.762 0.560 3.420 1.240 1.877 1.566 0.15? 0.374
4?)’-’’ “ J ..F I .. 0.004 $.9o0 1.800 5.070 5.000 29.120 0.940 9.M90 6.890 0.589 1.113
‘ .?I ’A T Ir ’ LI,. )t Tr- I 6” 1 J.L02 •) 4co 2.600 5.355 5.370 47.800 15.100 31.431 32.590 0.61,5 4.965
‘.7 ) ’ 0 7Cr 1 .J ,1- ,l ‘ 7 ?J0 0. ”3 1 0.670 0.120 0.282 0.2o5 5.020 2.563 4.001 4.195 4.561 53.925
4?7’,’A T ’ ’ L )’ r (sr ,. 2 I ’”7 1.66? 7.200 2.060 5.629 6.000 24.200 9.400 15.755 10.500 2.807 8.495
c.’77’) T ’j’L . ’ ‘1 1-— 1 I “.26” ‘..700 1.965 2.Mf ’I 2.575 18.500 9.100 13.307 13.400 0.702 3.273
I —Li’ (.13 1.0 -— 1.140 U.050 0.280 0.136 10.290 1.040 4.620 2.120 0.099 1.069
.., ) ‘f 1.1 I v 1 6. , 1 .01- ,-3.’300 4.2(10 11.133 9.850 31.940 4.400 15.569 12.900 4.277 6.275
.7.) ’7 ( C01 JAIl 1 -L ”I 1 )‘i ’ ) 1.cO — , 9.400 3. ’ O 3.938 3.600 46.000 2.460 14.670 8.650 0.069 0.267
‘JOlT ‘ .6 I • “ 1—’ -‘- A. • -‘ ifl’ ”’ O I • 3=i, . . ) A’.)!) ‘flI ’ -IPOc ITI
-------
SlJ l lt\ Y O- ? CPlrr- l U- i-.
Tr)TAL L$d- cy 4-)L 14
IOTAL °f Lt1T1ON SE VF.
TOTAL P IOAfl/YFt° iO7V- .
TOTAL N LflAn,yrA
‘4FAN a,rA-’lrA
IE)IAN r’/CA°ITA 2 .370
“FAN \‘/CA 2 TIA In.V3
MrHAN .I/CAOITA
UFAN IJTAL—r’ 7 . P4S
MF’)IA\J TOTAL P ! ,.300
MFAt TQflL—N ?1.A u
slf [ )IAH hEAL —N 1’-.
-------
cJM¼1A?y cc) - FN1I sr. rr -.‘
TUTAL IA’Jr sA _)Lrn
TOTAL PE) tjLAT [ ON SE VEO t?1?lc
TOTAL LoaP/YFa ?3b&I3.
T CITAL N LOA 1J/Y€A t,L.4WSQ.
MEAN °/CAO!TA 1. S1
UFOJAN “/CA’-’ITA l.?OT
MCAN J/C Q1rA 4. 1 .41
MFOIAM •J/CA’-ITA 3.154
4r44 tOTAL- 0 5.4)5
IF OtAN IOTAL—P 5.600
MEAN TOTAl . lF.Ifl
MEflIAN TOTAL —N )2 93 )
-------
ST c JMMA y BY STATION
PAGE 25
cTO rT ‘ -‘L Ii’” C ,-‘ M.A’ . F L) TOT AL—r’ TOTAL ’ TOTALP TOT AI.P TOT ALN TOT LN TOTALN TOTALN LOAD/CAPITA
cOr)E T . t lENT Tv- F i 1Hth) S VL!) P/(,() MA MIN MEAN ME [ )IAN MAA MIN MEAN MEDIAN TOTALP TOTAL—N
.‘ O1’-I SA’JII FILT 7900 2.e,I1 5.700 .300 3.425 3.275 17.860 7.810 12.441 12.915 3.389 12.459
1.L.155 ) CTIv- h ) L’ D’ ’F 2 ‘423 0.0Th 10.400 4.900 6.867 6.900 30.410 5.560 13.442 10.450 1.812 3.6D4
‘ O1E SAUPt INC’ T -) ) I’ A ’ , 2=CO4 - flSITF. =G AR AND COMPOSITE
-------
cJn M’f r).J F-JTT —L%Tf ‘a ce
TOTAL PLA.IS SAMPLEI b -,
TOTAL PQP!JLATIOFj S HE’ R7 1
TOTAL P LoArvyEta 23I ° .
TOTAL N LOAn ,yra4 1 00 5 1 ) 4 .
MEAN ‘/CA ’flTA 3 • ) 7
MF’lTAN P/Co Ol to
MEAN 4/rA rTa
MEOTAN N/rA°ltA ‘ 1.011
FAN TOTAL—P
ME l loN TOTAL—P 4.9 ’Jfl
MRA\I TOTAL—N 1Cc.l . )
M rflft J TONL—tu ll.93 )
-------
ST .’ SIINMAPY NY STATION
PAGE 26
S 0 1__ — SA4 - ’LING ‘cp flr . ’S FL ) TOTAL-P IOTAL—0 IOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
COI1E TPEATP4ENT TYPE ‘lETriOt) SEOVLI) MGI) 4A0 818 MEAN MEDIAN MAX PUN MEAN MEDIAN TOTAL—P TOtAL—N
600L.A0 PISFTTII.DI(WST I 1000 0.078 16.000 4.700 9.994 9.425 34.046 7.720 21.448 22.040 2.411 5.IQ3
4504 -IA ‘(JND 3 ,O’) O .?6s c.20Q_1.90Q 6.300 14.180 5.04 ’5 10.817 11.720 9.160 19.102
4504CA T . ’1C(LINO FILTF 3 115000 20.616 10.500 6.300 8.695 9.450 35.800 17.090 23.138 20.792 5.901 15.649
4504 A ‘)N,..t 1 ‘.000 0 .OIF 4.400 0.590 1.930 1.600 12.640 - 1.720 4.752 3.640 0.032 0.396
‘.50609 A 01T!1) PQ9r) 1 1700 0.214 14.500 0.290 7.539 7.700 41.520 1.300 22.568 18.040 3.939 12.250
450000 POND 1 1000 0.070 9.000 1.950 3.364 2.850 18.880 5.123 10.220 8.380 0.70’. 2.811
45050C POOP I 0O 0.136 o. ’.00 3.1504.690 4.700 19.720 6.340 10.607 9.550 2.440 5.510
450500 PO4fl 1 2000 0.100 14.500 5.009 9.9 6 0.500 37.S$0 10.860 20.870 20.040 0.762 1.655
40050A POND 1 1500 0.313 6.800 4.400 5.56? 5.550 18.320 6.800 10.445 9.720 3.831 6.972
4SOSJA AC1TVAT P SLLIL1PE 1 1154 0.121 13.000 5.400 9.300 9.500 14.980 1.870 9.427 10.350 4.149 4.855
40O tJA TMdO F I 1000 0.010 11.500 2.882 1.600 28.336 2.100 9.375 6.620 0.146 0.476
‘. 05VA 0000 I 200 0.048 16.500 5.000 10.521 9.975 20.110 7.920 13.917 13.7 5 6.413 S.4 3
4505WA A ATEP Pool) I 700 0.300 3.000 0.990 3.003 3.300 29.200 4.440 14.485 15.080 3.923 18.921
45O9 B POND I 200 0.020 2.900 0.Y90 1.868 1.725 6.080 1.380 3.100 2.693 0.569 0.945
4SOSZA 1 140FF I 1000 0.170 9.700 2.225 6.835 7.300 21.300 3.360 13.053 13.650 1.895 3.915
4 5057R IM 0FF I 3’-,’) 0.040 1?.000 2.200 4.094 10.500 25.500 5.090 18.460 21.975 2.654 5.498
660501 TPIr-LINC , FILTF’. 3 10.30 0.212 23.000 9.100 14.675 10.150 21.060 1.320 IS.S57 18.040 3.528 3.243
400511 ACIIVATFI) SLJDC.F I 3409 0.222 14.700 4.700 9.095 9.375 19.014 4.240 15.206 14.100 1.777 3.535
‘.00541 ACEIVATFI) SLlrDh 1 ‘?OO 0.336 ‘1.400 1.890 5.549 5.750 17.040 3.350 9.897 10.740 2.600 4.681
4çn7 F T . ’Ir cL IN ’ FILTI-” 1 ‘501) 0.343 17.500 8.100 12.445 12.500 36.190 IM.640 26.585 27.300 5.172 11.004
45 1)7XA ‘ONfl I 500 0.040 10.400 11.000 16.123 16.500 52.500 22.600 35.036 37.000 4.951 13.755
457Xr ’ 9 TFr “Do’ I 103 0.uAU 3’.500 ?0.OOu 25.04? 25.000 39.230 19.030 20.287 ?6.700 10.575 11.509
4007YA T ’-lCILIO(. FILF I .3 - 5 0.27o 15.000 3.200 ‘ .165 9.025 241.000 10.I’O 54.965 40.115 1.855 24.261
450720 r ’Ir -L1No vILr 1 1900 (j 3Pk 10.400 2.0)0 6.590 6.350 19.100 1.660 13.356 12.060 2.235 6.493
451)’.A0 I ‘- “) ‘ 1 1 3f’ 0.151 “.300 ‘.700 3.906 3.750 26.060 8.100 14.900 13.982 1.846 7.710
4510X1 “ill’) 1r 12 .. ‘1.I ll 03.100 5. 0O .1.329 P.550 16.320 T.411 11.195 10.900 2.088 2.806
NOTE’ S. ‘- ‘LINC ‘Il-’flfl I ,’,—. 4. 2=CL) -l . ’OSITF. 3 G-0AP 001) COMPOSITE
-------
TP SUMMA. Y bY STATION
PAGE 27
‘ “- LII. -‘ -‘ ‘ LO TOTAL—P TOTAL—P TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
iEThOtl ,H vEfl ‘ ‘Ofl MAX MIN MEAN MEI)IAN MA* MIN MEAN MEDIAN TOTAL—P TOTAL-N
STq T
C0fl
TPEAT EN1 TY r
1.1?1
3.100
1.200
2.116
2.000
9.120
3.280
6.420
6.300
7.975
24.205
.SHC
4Ct1 / T I’ c’JI)(
I
0 ’1-
4 . 3
l. 0
0.b o)
1.291
1.350
7.IflO
3.360
4.531
4.470
0.255
0.899
44I1J’
I
3
? ))
1. 103
12.300
4.300
7.169
6.600
25.890
3.440
10.843
6.740
9.201
11.459
c. cA
- i S TT(
3
2- .02
1.317
13.000
7.J0O
11.411
10.750
39.078
12.437
22.115
20.400
1.986
3.339
4C.HVA
rrI ,4r ) JI(’
‘
10000
0.3 t)
9.1(0
2.600
6.427
6.600
21.990
7.080
12.961
12.020
0.715
1.470
451lA.
ACTTVATrIJ SLIII)OF
7
1000
0.104
10.500
4.100
7.744
8.175
27.630
12.160
21.334
22.404
2.736
6.666
4 !IYA
T -’I(rLI’ FILF
)
‘C,fl()
G.I
12.500
4.500
R.386
8.600
?7.070
8.920
14.774
11.900
1.997
2.908
4Sj4AA
I’ Ir’LI , ILT
3
1C00
I.’ 9I
.6flfl
4.200
6.? ?
6.400
22.000
10.600
13.769
12.390
1.901
4.239
0’ fl
1
‘ 7
0.204
12.000
3.150
7.017
6.550
39.640
7.660
17.488
12.315
1.460
3.551
‘ . I’
SF ’TJC TA.j.
1
400
(‘.1
14.500
5.400
9.285
7.900
18.040
2.340
11.503
10.850
9.146 8.928
NOTE ,A”- LI’ t , M T,-., Ir , ‘AI-. ?rCIj 0 I1 , 3=c A.- ANI) COMPOSITE
-------
5’JP4M4 Y FOP ENTIRE cT T
TOTAL PLANTS SAM 3 LEfl 3 ’,
TOTAL POPULATION SEPVEI) 289T27
TOTAL “ LJ4U/YEA - 93?415.
TOTAL N LOA n/YEA R 4IIIO 4.
MEAN /CA°I1A 3 .7 73
ME OIArI °/CA ITA 7 •42 ’ ,
MEAN N/CAP1TA
MEDIAN N/CA°ITA 5.345
MFAN TOTAL —P
MFOIAN TOTAL—P 7.0 0 0
MFAPJ TOTAL—N
MFOIAI TOTAL—i 13.000
-------
, 0 -‘ S L 8 A Y 8 Y S I A T I () N
STfl_ I
rin 1’- nr - rir ri..
PAGC 28
-L N’. ‘)np i , Th L J Is) [ AlP TOTAL# TOTAL—P TOTAL—P TOTAL—I TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
“‘13.05, SF vE1 ‘c r -44 .418 rIEAN MEDIAN MAX 818 p -IEAN MEDIAN TOTAL—P TOTAL—N
0iC
ltN.(-FiLl -’
I
9—2’
u.5 l
17.300
6.900
11.118
10.500
29.600
12.900
19.059
16.600
3.176
5.514
47 fll
AcrivaT ) L II
. 3
39 4 k,
o .Dq.
3c.00 l)
10.500
16.292
15.700
32.010
2.625
13.753
13.170
2.374
2.036
70I’3
ACT!s/AT- 5) SL’ Or
639
0.079
23.000
5.800
13.956
13.000
38.040
9.080
23.582
24.565
5.294
8.740
47A4 sr
rlvn s -p sW’f
3
1 10
7.131
3.000
0.700
1.484
1.200
14.400
4.060
9.340
9.265
2.850
18.216
477AA0
(CT(VATF) 5) l) .
sill
‘.614
71.000
3.300
11.214
‘4.000
30.300
6.240
16.593
14.150
5.342
8.497
470’-A
ACITVAT.rr) SLII’ ’ .F
3
‘ o00(s
‘-,.957
9.000
1.700
3.380
3.600
16.600
4.500
10.295
9.850
1.183
2.960
4lo .Ar
A(11V 1 ‘ -
1
17.000
5.000
‘4.459
A•975
2I.Q00
7.300
12.641
12.700
1.04?
1.521
47544’
£ .CIIVAI S 5’
.3
l.,—fl
0.695)
4.530
-,. 0O
7.472
7.425
20.800
9.915
14.449
14.780
1.467
2.915
470’ A
-j C4 1 IS’ F I LI’--
I
-, )3
(S .‘.s37
14.650
5.250
10. 397
11 .500
14.200
4.140
8.631
7.270
2.024
1.742
‘ .7774,0
‘ )‘j
2
73’.fl
.?13
9.30!)
2.408
5.721
7.200
17.960
8.460
14.609
15.540
2.214
4.770
4707?(
CTIsioI ) si 7)’ -
4
733)-s
0.543
)4.50(,
5.100
9.292
9.200
17.360
8.300
12.122
11.068
0.742
0.988
670A’(0
IflC LI’ 1, ILI —
7 ? ’ 0 ’s
.3I3
11.800
3.200
7.111
7.700
24.540
6.720
13.490
10.475
2.113
4.170
‘ .7” T7
SC T 1041 ’1 St ’,j’
S
6l ’ )
I .“O”
2.900
I • 100
I .9??
1.925
6.110
1.839
4.128-
3.750
2.448
5.237
47 ( S- XL
SCIIVAT , ,J 5 (55 -
- ‘
?7th1
4•67—>
12.500
7. 00
7•523
8.500
22.400
5.800
14.999
15.570
3.640
7.541
613 IJO
AC1TVAT 5L ’ , ” 4
)937
0.17)
39.000
4.700
15.000
14.000
31.900
4.700
12.698
10.015
3.755
3.798
47 1? -A
[ —Ic LT’( iL1 ’—
‘ I3-
2 33’.
./00
3.450
5.617
5.400
14.040
6.560
10.428
10.650
0.827
1.812
47) 15’
Ar! T A1 -r ) 4) i
. 3
J -,3’)
2. 3’.
5 .484)
1.600
3•4?5
7.150
9.790
3.320
6.501
6.700
2.533
4.910
67i? !-
FflC2LI’J’. r IL)-
I1 0 ”
I.-, ’4
7.000
2.800
5.150
5.100
11.000
1.0’30
11.073
11.565
1.836
4.102
67) 2 - 2
ACT I VAI S 5 4 ,
7
21 )J
—. 1)0
I • 1-,,)
. 5
1.900
21.03?
7.500
12.728
12.085
1.622
6.492
‘ .774
T —) ’ .Lf’ - - -J--
I5 O
-s.I?’
1-9.910
‘.900
13.65’,
15.400
P9.500
9.?Ot)
20.684
21.742
3.284
5.061
s.77J’ A
CTTV0T ’ N SLJr) ’ 4
3
IQs)
0.71!
31.000
4.700
8.550
7.200
10.750
6.000
8.447
8.700
7.711
8.088
6772.3’—
N” C-l N ri 3 3-
2
57/.
.. “.‘.
I - ’.SiOO
3.300
9.710
8.400
35.500
8.090
15.620
12.850
1.179
P.869
67’ 4.ii
I- ’N” LISJ - H
‘
---‘-‘4
‘. —‘-
1/.500
3.900
10.373
9.400
19.500
2.160
11.560
9.460
1.959
2.114
‘.72724
1)/4T-’) ’.
7
I .s
l. 0u
l?.500
?.SuO
6.750
5.450
24.040
5.700
14.148
11.600
1.280
2.793
,.12 ,cL
ATfl !
2
‘.1’’—-’
l -’.DO ’a
1. , - ’ U
6.769
3.100
27.000
3.820
11.060
6.780
0.712
1.313
‘.7217
!‘-s F- ‘-
-. ‘--
(‘.15!
NOTE 9 ’ ’ LI ‘ I-i-- ’•
, ‘ .“. - ‘ C0 ‘ - ‘7SITI-. 3r, CA ,-5 AND COMPOSITs
-------
STr)’ T
(3 )F T-’EAJMENT TYI-’F
SIP S1JMMA Y BY STATION
PAGE 29
S —LI J ’ ‘OP Mf4 FLOw TOTAL—P roT L—P TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA -
it THOU 5 4vEJ MOD MAX MIN MEAN MEDIAN MA MIN MEAN MEDIAN TOTAL—P TOTAL—N
47?VA
AcTt l ’T’-r t ,LIJt) r
1
O.’. 3
11.600 2.600
13.123
14.000
21.810
1.400
14.502
17.025
2.459 2.657
4723. A
ACilVA1F - ) SU 1 r.
-B1
0.SP I
17 000_ L000
11.000
36.270
8.000
18.390
17.080
2.070
..5.84&
6773Yt.
477 Y
TMJCKLINC, FILft-.’
1-’ICKL1t t FtLI
1
I
‘ D0O
l5n
0.564
O.11
1’ .500 3.400
I’h900 5.100
11.425
10.825
11.150
10.300
27.120
28.120
6.880
7.140
16.987
14.225
15.060
13.170
3.165
1.756
4.706
2.840
47 44A
TL IC LII\(, FIL1”
3
70O
fl•7L.
IN.00) 4.400
10.500
9.300
32.100
6.810
16.680
16.835
2.430
4.209
z.724CA
T, ICi(LI’v, FILT P
7
t??Su
3.?62
5.600 2.600
‘..18O
3.800
28.800
12.800
18.640
15.900
3.413
13.753
6726-lt
t I c Lj F1LT
7
?i) )
0.216
14.000 2.100
- 7.3 7
7.550
26.231
6.480
14.786
14.700
1.736
4.450
47? A
‘-‘j j
I
SOO
J.’ 0u
.400 1.450
4.031
3.950
16.100
5.560
10.276
9.380
1.755
4.474
4775Ff
Tv or
3 00
o.4l
M.u00 3.753
5.460
5.400
I4.260
6.440
9.488
8.060
1.889
3.237
NOTE: S4 LIPi T - ) ) rfli 3=GRAH AND COMPOSITE
-------
C, A At P t I j- fl ] f’ E S -i flC
TOTAL P 1 A’JN SAUPL JJ 3- ’
TOTPL PflD’j A ] J’ j ci’Ve ‘2 1 17 Q
TO IAL ° LOAfl/YCAQ l?574u0 .
TOTAL N LOAfl’Y . ’’e ?a? 977,.
r’ ’ - /CA1-lTA
MrrflArq P/CAPITA
UCAIIJ ‘i/CaPITA 3 44b
MC1IA J Ni/CLi. lTA 4.l 7 ’
‘WAN T’)I”AL—D 4fl .
.IFflIAt TOTAL-,’ 7.&uO
urArli T’)f4 — j
‘4Ff! N TOT L—N I I • - lE d )
-------
SI ’- ’ S JMl4A Y 51At105
PAGE 30
. () - ‘ •i- A ” FLO- TOTAL—P TOTAL—P TOTAL_LI TOTAL—P IOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
S - v .1 M1,I “AX MIN MF4N MEI)IAN MAX MIN MEAN MEDIAN TOTAL—P TOTAL—N
cTr).v I
C 0
T -W r. ’FNT rY ’E
4 [ ‘ ‘01
500167
—I 1lL , . ,,l Z1
3
P3 11
I.3 ?
‘9.360
1.050
3.070
12.087
OO1S1
‘ILTIVAF ” ‘Ll ’ ’ ’-
C . 10
.?0I
4.’OO
1.115
1.099
11.722
600)54
ACF1VA1 U ci ‘iii,’
- ‘
‘- ‘00
7.700
2.000
8.965
16.508
‘ 0I ’-
PCTivA1 ‘ - J’ ”
2
I 11- ,
).130
P.600
?.300
0.977
2.084
SI ’ ’.
AC M ATr •) Si IU1,
‘
-‘3 iii
i. 179
“ .6C’O
0.490
1.025
2.589
500160
‘I ‘ IMfL . )!i ”- T
?
‘1S3
0.605
10.500
4.000
2.350
10.216
SCOITI
3rTIVAEr ’ ‘ t ifl(”
2
4300
‘1.777
7.900
0.095
0.143
29.683
500)1”
“ ‘T) T10’ 1l1C — ’
I
‘20
0.109
60.000
1.350
5.618
26.937
5r OlT
- T ’ 1 L 0 2i
1
350
0.0 5
12.000
9.500
6.014
8.607
60)11’.
3C1TJ .T’i E0--
3
‘ .uu
t.1’ .1
5.500
0.891
1.605
5.656
6O’)IT
‘- “I “-1lL • ( . 1-SI
‘1
4 ’0 ’)
0.49?
9.500
1.200
0.473
2.429
5O0IT’
‘- t SIrriF.I,I(, 5T
1-00
0.134
9.S00
2.900
4.257
17.035
‘,00ITC
T -’1?I! ,6 I I I ’ -
1
‘- )0i
.426
‘1.300
3.000
7.074
23.177
cPOi’ -’
,1 ‘- I”-
1
7 1 9- i
0.660
e’.XIO
2.400
1.069
2.641
corii
‘‘ ‘ ‘-Tr ’. Isl
?
‘- . 00
0.775
‘ .200
2.’.00
2.649
10.763
fl ’ 1 ’- ,l
- - ! I1’ • .I ’--- I
“
71”
i.1 6f-
14.000
1.200
1.262
5.140
500 ---7
I— V’-LI ’I • 1LI -
1
3(
). 1
I -‘.700
2.000
1.305
3.862
i 0QS )
“- ‘I - 1IL l ’lt,l
‘1
rl)
l.?Pü
12.500
1.100 7.850 p.150 29.889
5.800 21.322 21.735 5.621
15.640
5.559
3.431
5.332
5.55-,
3.643
6.729
0.942
11.915
10.700
3.096
5.6’.?
6.2 20
6.380
4.278
6. ’ .6 0
5.341
S • 770
3.500
5.500
5.535
3.325
6.650
0.246
3.000
11.000
3.200
5.500
6.850
7.300
1.900
6.610
4. ’ .00
7.0 50
30 .4 10
48.440
16. 200
31. 8O
20.230
4 3.250
56.200
230.090
37.800
17. 320
‘+2 .0 70
43.390
31.960
25. 7 30
34. 6 37
40. 115
45.200
7.800
6.980
3.4 70
4.552
3.490
22. 6 20
36.400
7.325
3.910
3.690
6.160
6.780
10. 350
2.090
11.480
4.100
21. 496
17.634
9.193
12.566
9.213
32. 103
‘4.743
63. 593
15.579
12. 352
23.581
25.0 10
20.061
11.856
26. 349
20.54 3
18.159
23.505
14.5 15
8.235
9.850
8.355
31.900
43.250
14. 310
14. 920
13.530
23. ’ 10
22. 360
18.525
11.500
26. 750
18.212
1 3.968
‘IOT1 LI ’i ‘ ‘ - r- .
1= •-‘ i—. =rr) 10) 5 I IF. 1=hwA.1 1(11) COMPOSITE
-------
‘,JMMAQY FQ° EN1I- F ‘,IAIF I
TOTAL PL- tS S 1 Lt• 10
TOTAL PflPI !LAILON SE-fllE ) 6S6 13
TOTAL P LdAI)/Y€A i9I< 7 ’.
TOTAL N LOAfl/YEA p444 7 3,
MV4N ‘i/CAPITA
‘iFfl1 °/CAr’IlA I. M77
WAN u/CA [ T4 1?.$1S
UF I I IAN ‘i/CAPITA 1 0.4 -”)
MFAN TOTAl —0
‘4F014r1 TOTAL—ø
‘IFAN TI)TAL—’J
MFflI ’ TUAL—N
-------
SUM, l4 Y _ 1 STAT ION
PAGE 31
cTlr)C I
r’OOE T r. - r Ty ’
S Lj”.’, - # .I. J’ F1Or IOTAL-P TUTAL— 1OTAL—I TOFAL—P TOtAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
!ri0’; C P MAX S 1N MEAN MEDIAN MAA MIN MEAN HEUIAN TOTAL—P TOTAL—N
ciC1c•,
T-V LI1 {i I-—
‘
;‘-oi
( .32J
-1.000
3.300
‘..962
4.700
20.640
4.750
11.434
10.400
0.526
0.771
cioii
- ‘ ‘
I
32.000
22.000
25.311
24.000
34.120
4.090
16.037
16.060
48.308
34.033
cIO’.> ’I
T-tC -cL1’ rILI -
7
I )‘- 3O
1.251
I’.400
.9OO
11.509
11.000
35.840
14.200
24.555
25.300
3.179
6.811
ci P”
‘ - I • . 1 Ii • I
?
1130
I • 3. C’
14.000
4.100
10.806
II .t,25
34.080
15.280
22.438
21 • 770
3.986
8.370
I0’
1 E ‘L Il,
2
.-)900
h.112
1.700
4.400
6.04 ’.
..750
20.950
7.100
11.989
10.380
4.002
7.921
5I0’ M
t IC-LI’I. IL1--
I
)UJI ’
0.227
‘1.000
5.500
10.183
9.450
‘ .9.240
4.720
20.029
13.390
3.411
6.328
S)06T\
- I - .FTEL. ’ jt(’—,I
‘
94’I
0.049
?. i03
0.440
1.105
0.850
9.850
1.190
4.760
4.725
0.323
1.425
‘- )0
-, I
I
(‘0’ )
i.2 1
15.000
1.100
10.733
9.500
35.200
10.900
22.494
23.440
3.700
7.618
5 104F
j. )I1C
7
46921
6.615
23.000
l?.000
17.300
17.450
56.700
28.880
44.361
42.820
2.812
7.219
4( TIdA l-’
2
L )Ii
,.j2Ci
5.500
0.410
2.5 0
2.630
22.300
5.900
11.357
10.100
0.881
3.914
4 ()U I
CTj .1,l 4’ H
7 3
J. 1d9
12.500
I.6 0
5.561
4.100
21.280
6.620
10.658
8.505
1.490
2.913
SI0 J .
AC1lVXT FI SI i’ -L
‘
‘‘Ol
) .57’.
6.400
4.500
5.629
6.000
21.000
13.040
16.463
16.480
5.801
16.826
cI ’)- ’v-
4C1 IV4Tr1 51
7
‘ r
0.571
-. ‘00
1.600
3.4 )o
2.800
15.400
6.760
10.407
9.420
13.328
40.174
Slfl V-
.Ct1\Ji*T ’ SL I
‘ , ‘0
1.1/H
13.500
0.850
4.893
4.100
11.040
6.800
9.922
8.895
1.355
2.623
SI(,4XA
A-4tt ’l ‘Y’ l
‘
‘(-70
0.8?’
3.500
0.770
1.928
1.975
?3.660
12.120
18.500
19.200
1.625
15.441
I0 Y5
-‘c L1 - ’ . IN
i
I0
.I ’4’ .
I1’.OOU
0.670
3.568
1.165
30.230
7.480
18.754
16.240
0.581
2.456
4IO’.Y-’
A---’A -‘)‘
‘
‘ 7C
C.31J
13.5)0
3.400
8.608
8.625
22.900
10.120
18.564
?1.440
3.848
7.784
SI9 /A
,ITII t I - ’I
1
“ -)
1. /I’.- .
‘. ?oO
0.240
0.939
0.4?0
16.600
4.900
11.035
12.000
0.450
7.958
.-,1 l’-
CIIv6r
‘
10
i.i 9
7.600
1.000
J.O d
3.000
15.520
9.500
14.117
14.080
0.858
4.624
‘-,I1)AA
ACrTf T.-) -.1 p
)
I( )
l .J6t
(-.200
0.340
?.1S7
2.075
21.080
6.680
11.187
9.410
2.119
8.666
dIG/A
T jC1L! ‘J(. Jj 1-
7
I..
C.005
ii.500
6.6,0
9.450
10.250
49.500
15.040
26.320
24.800
1.026
2.845
NOTE ‘ 4 4 ’-) f
• 7 fl Ff • 1= ,8Af- ’ ANI) CoMPOSITE
-------
c IM’t7’V o’ -tii I - f l ‘,)4 [ 1
T nT AL
TOT Al
TOTAL
TOT AL
M I A N
MFOI AN
M I M’
MI nI AN’
MF AN
MIf) TAN
r A ’
‘- iFOT AN
P 1 ANT-, SW )LE
Pflc)(JLAT TON ‘ E- ” j
LOAO ,Y A-
N LOA n /YEAR
/C\ T IA
11 A
‘I/CAPITA
‘‘/C4 I TA
TOT AL—P
TOT 43 —2
TOE Al —N
rnrAi —N
33” 103
‘343 7 6.
7 64 1 )
2• 33 1
7 • cc-c
7. ?P3
• 64?
-------
SI I• SUM’.l A P Y BY ST All ON
rlflF T FATMFit 1y -
PAGE 3
c - L1•m -‘(IP f ’:A’J F t C ). TOFALP FOTAL—P TOTAL— TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N LOAD/CAPITA
“ rboL) cI , ) M(, ) MA MIN MEAN MEDIAN MAX HIN MEAN MEDIAN TOTAL—P TOTAL—N
. Ir,A
ILlc
I
‘ .iOD
‘1.20’
‘5.000
2.300
4.600
5.100
20.500
6.300
14.243
14.200
0.764
2.331
S 0 I JA
T’ I C L I IL t -
I
I ‘ (0
0 • I 17
7. 0fl
1 • ISO
3.940
3.200
13.200
3.020
5.162
3.835
1.077
1 • 598
S .O1 A
TlC LI’I ’ Fft1
?
II0O(
1. 56
I?.000
1.600
6.044
4.300
27.280
4.290
15.091
15.730
2.756
7.051
ç4OIYA
.‘.C1I ATr 1 ) -L I’
“-J(i
0.25 ’
.900
1.950
b.4 ’.b
5.645
12.300
4.350
8.429
8.700
1.189
2.239
lL1 -’
3
• CO”
.77?
4.500
?.M00
5.933
6.400
17.640
9.080
13.652
13.200
3.575
8.364
NOTE
‘,A4PL I ‘J . ‘ir I i u1)
, Pt’- •
7CONPJS I r • 3:0’ A
AND COMI-OS I TF
-------
SIMMAPY Fjs - ‘i i j r ; 1 fc L 4
TOT AL 0 1 A.,Tc ca.AISLCU
TOTAL PnPULATION srwvr’)
VITAL D LJAD/YE3I 6&4T3 .
TOTAL N LUAfl/YFA 147136.
MEAN PfC. P1tA 7 •3 4
MROIAN °/C4PTTA 1. 1F9
‘1!AN /fl° TA 5.6
MFOIAN N/CAPITA ‘.331
PAgAN TOTAL-P
PAFOTA 1I TOTAL-P 5.235
‘ IrAN TflTAL—% 1fl.4 O
Iro1AN TflTA( —N
-------
SUMMA . iY 87 STATION
STr) ?E T
T F r’1FN1 1Y . ’
cts - . ) . c. ‘)i-’ l N ELO rurAL—P rout.—,’ TOTAL—P TOTAL—P TOTAL—N TOTAL—N TOTAL—N TOTAL—N
4LF4 1J S -V M i f) MAX MIN MEAN MEDIAN MAX MIN MEAN MEDIAN
PAGE 33
LOAD/CAPITA
TOTAL—P TOTAL—N
cc os
u-.oc- ’- 1 o- js 1 J L
1
SQ’J
11.7Sf)
1.300
4.392
4.000
20.100
2.340 9.505
9.600
1.014
2.030
cc27
ACT 5’ II)C
)
ulS..
I. . ?35
11.000
2.700
7.031
5.150
29.270
11.427 20.461
22.060
3.998
11.920
55225 1
T-1C LI 1 ILT . ?
7
S .2Z
1.371
12.500
3.600
7.567
7.350
12.700
3.780 9.233
9.600
5.446
7.017
cc 53
O’i .j
f f.i 3
()• ‘ )I
5.C Ofl
2 Ø
5.727
5.66
12.645
1.590 7.605
7.940
2.425
3.628
5 6M ,’
- I S TTt.L’ . ’T
t
Iro
O.O
9.100
7.700
i.64O
6.000
42.130
13.240 24.364
21.160
1.322
5.341
555151
ACTIVATCI1 t 9)’ .E-
2
37804
7.fIf
7.600
0.280
2.605
2.000
38.000
11.800 21.382
21.400
1.977
15.059
çcS )57
T tC . LINt r!LT
.‘
ii’
u.O?6
1.900
5.170
,.R47
6.500
47.400
18.400 29.779
27.400
1.699
7.184
c c ) .z ..
AcT 64T-•) “L’ ” F
1
1?!’-
L.Ifl-
10.500
.9OO
6.185
6.000
42.000
13.250 23.986
22.600
1.522
5.855
55 565u
T IrLI J F1L1
2
3 51 ’
6.935
11.500
1.400
5.827
5.900
56.075
18.730 40.595
44.275
3.419
24.317
555451
i—V’(LI , 1Ll
2
3.503
1.100
2.400
4.934
4.775
25.330
10.110 18.463
18.685
2.744
9.832
c5545?
‘-‘s! SFTTLr ’ I “,T
1
¶ 1?’1
11.207
5.700
1...00
2.607
2.300
21.037
9.440 - 15.117
14.125
1.673
9.206
- ,cSScO
T 1’i ’L1IC, 1i TC.
7
7u3)
l.s34
6.500
2.800
4.519
4.600
26.700
9.030 16.477
16.300
3.082
11.113
55554)
tT ).,A1 I -uu,)C-
3
477
3.149
11.000
1.170
7.857
8.000
35.010
11.210 22.098
2 .025
3.517
10.080
Sc 5(J 1
T-IC Lj f ’ iLI -
2
3)7L.
1O.u O
17.000
2.600
5.062
6.600
13.000
7.720 10.632
10.575
3.824
8.026
‘4OTE ‘ ‘t T i .1
jr,I. Ar -. 7=COMPOSITE. 3=r, . Af ANt) COMPOSITE
-------
çpj’ lA2y F’)’ z11. 1 T, -.‘-
TflTAL °LA’jlc ‘A’ 0 Lrs I - .
TflTLL PD”ULP.l TOI ‘.F’ v’ 19?J1R
TOTAL P L(Hr/yEd 5i7 4H .
TOTAL N L)4i Y A 4 .65O 96,
MF4 1 2/Ca IT
MFflIA /C.\-’(TA
UrAN N/rA.DITA
vr-r)T, rsJ N/CA 1TA
‘IFAN T3T L-
Mrnj Tfl1AL— 5 .t.5t)
MEAN 1’)T’W-41 Q,Q44
*fllArs 1uT.\L— P. [ P R
------- |