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WATER QUALITY ANALYSES
FOURTEEN AREA-SPECIFIC DILUTION STUDIES
Prepared For
U.S. Environmental Protection Agency
Office of Water Planning and Standards
Monitoring and Data Support Division
Prepared By
SCS Engineers
11800 Sunrise Valley Drive
Reston, Virginia 22091
(703) 620-3677
2875 152nd St., NE
Redmond, Washington 90852
(206) 883-6200

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CONTENTS
Page
Section 1 - Introduction	1-1
Section 2 - Approach	2-1
Point Source Discharge Identification	2-1
Discharge Data Collection	2-1
Location of Point Source Discharges	2-1
Stream Flow Statistics	2-3
Reach Determination	2-4
Priority Pollutant Discharge Characteristics	2-4
River Concentration Calculations	2-9
Ambient Water Quality Criteria Analysis	2-11
Section 3 - Birmingham, Alabama Dilution Study	3-1
Section 4 - Coeur D'Alene, Idaho Dilution Study	4-1
Section 5 - Kingsport, Tennessee Dilution Study	5-1
Section 6 - Scranton, Pennsylvania Dilution Study	6-1
Section 7 - Passaic, New Jersey Dilution Study	7-1
Section 8 - Syracuse, New York Dilution Study	8-1
Section 9 - Des Moines, Iowa Dilution Study	9-1
Section 10 - Springfield, Massachusetts Dilution Study	10-1
Section 11 - Gary, Indiana Dilution Study	11-1
Section 12 - Dayton, Ohio Dilution Study	12-1
Section 13 - Midland/Saginaw, Michigan Dilution	Study 13-1
Section 14 - Lima, Ohio Dilution Study	14-1
Section 15 - Youngstown, Ohio Dilution Study	15-1
Section 16 - Charlotte, North Carolina Dilution	Study 16-1
Section 17 - Conclusions	17-1
Section 18 - References	18-1
Appendix A - SIC Codes for 21 Industrial Groups	and
Municipal Wastewater Facilities
Appendix B - Table of Priority Pollutants Per SIC
SCS ENGINEERS

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TABLES
Number	Page
2-1 Dilution Study Areas	2-2
2-2 Best Available Treatment Priority Pollutant
Discharge Concentration (ppb)	2-5
2-3 Reach Flow and Structure - Memphis, TN	2-10
2-4	Draft Water Quality Criteria (ppb)	2-12
3-1	Reach Flow and Structure - Birmingham, AL	3-6
3-2 Birmingham, AL Dilution Study Area Point -
Source Discharges	3-7
3-3 Priority Pollutant Concentrations (ppb) Near
Birmingham, AL	3-14
3-4 Birmingham, AL Criteria Violations Summary	3-40
3-5	Facilities Not Included in the Birmingham, AL
Dilution Study	3-51
4-1	Reach Flow and Structure - Coeur D'Alene, ID	4-5
4-2 Coeur D'Alene, ID Dilution Study area Point-Source
Discharges	4-6
4-3 Priority Pollutant Concentrations (ppb) Near
Coeur D'Alene, ID	4-7
4-4	Coeur D'Alene, ID Criteria Violations Summary	4-11
5-1	Reach Flow and Structure - Kingsport, TN	5-5
5-2 Kingsport, TN Dilution Study Area Point-Source
Discharges	5-6
5-3 Priority Pollutant Concentrations {ppb) Near
Kingsport, TN	5-8
5-4	Kingsport, TN Criteria Violations Summary	5-15
6-1	Reach Flow and Structure - Scranton, PA	6-5
6-2 Scranton, PA Dilution Study Area Point-Source
Discharges	6-6
6-3 Priority Pollutants Concentrations (ppb) Near
Scranton, PA	6-8
6-4 Scranton, PA Criteria Violations Summary	6-14
SCS ENGINEERS

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Table Continued.
Number	Page
6-5	Facilities Not Included In The Scranton, PA
Dilution Study	6-16
7-1	Reach Flow and Structure - Passaic, NJ	7-5
7-2 Passaic, NJ Dilution Study Area Point-Source
Discharges	7-6
7-3 Priority Pollutant Concentrations (ppb) Near
Passaic, NJ	7-11
7-4 Passic, NJ Criteria Violations Summary	7-28
7-5	Facilities Not Included In The Passic, NJ
Dilution Study	7-32
8-1	Reach Flow and Structure - Syracuse, NY	8-5
8-2 Syracuse, NY Dilution Study Area Point-Source
Dilution Study	8-6
8-3 Priority Pollutant Concentrations (ppb) Near
Syracuse NY	8-8
8-4 Cri teri a_Vi ol ati ons Summary Syracuse, NY	8-16
8-5	Facilities Not Included In The Syracuse, NY
Dilution Study	8-19
9-1	Reach Flow and Structure - Des Moines, IA	9-5
9-2 Des Moines, IA Dilution Study Area Point-Source
Discharges	9-6
9-3 Priority Pollutant Concentrations (ppb) Near
Des Moines, IA	9-8
%9-4 Criteria Violations Summary Des Moines, IA	9-16
9-5 Facilities Not Included in the Des Moines, IA
Dilution Study	9-17
10-1 Reach Flow and Structure - Springfield, MA	10-5
10-2 Springfield, MA Dilution Study Area Point-Source	10-6
Discharges
10-3 Priority Pollutant Concentrations (ppb) Near
Springfield, MA	10-10
10-4 Criteria Violations Summary Springfield, MA	10-16
10-5 Facilities Not Included In The Springfield, MA
Dilution Study	10-18
SCS ENGINEERS

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Table Continued.
Number	Page
11-1 Reach Flow and Structure - Gary, IN	11-5
11-2 Dilution Study Area Point-Source Discharges -
Gary, IN	11-6
11-3 Priority Pollutant Concentrations (ppb) Near
Gary, IN	11-9
11-4 Gary, IN Criteria Violations Summary	11-11
11-5	Facilities Not Included In The Gary, IN
Dilution Study	11-13
12-1	Reach Flow and Structure - Dayton, OH	12-5
12-2 Dilution Study Area Point-Source Discharges -
Dayton, OH	12-6
12-3 Priority Pollutant Concentrations (ppb) Near
Dayton, OH	12-9
12-4 Dayton, OH Criteria Violations Summary	12-14
12-5	Facilities Not Included In The Dayton, OH
Dilution Study	12-17
13-1	Reach Flow and Structure- Midland/Saginaw, MI	13-5
13-2 Midland/Saginaw, MI Dilution Study Area Point -
Source Discharges	13-6
13-3 Priority Pollutant Concentrations (ppb) Near
Midland/Saginaw, MI	13-7
13-4 Midland/Saginaw, MI Criteria Violations Summary	13-9
13-5	Facilities Not Included In The Midland/Saginaw, MI
Dilution Study	13-11
14-1	Reach Flow and Structure - Lima, OH	14-5
14-2 Lima, OH Dilution Study Area Point-Source
Discharges	14-6
14-3 Priority Pollutant Concentrations (ppb) Near
Lima, OH	14-7
14-4 Lima, OH Criteria Violations Summary	14-11
14-5 Facilities Not Included In The Lima, OH
Dilution Study	14-16
SCS ENGINEERS

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FIGURES
Number
Page
3-1
Birmingham, AL dilution study area.
3-4
3-2
Birmingham, AL dilution study area schematic.
3-5
4-1
Coeur D'Alere, ID dilution study area.
4-3
4-2
Coeur D'Alene, ID dilution study area schematic.
4-4
5-1
Kingsport, TN dilution study area.
5-3
5-2
Kingsport, TN dilution study area schematic.
5-4
6-1
Scranton, PA dilution study area.
6-3
6-2
Scranton, FA dilution study area schematic
6-4
7-1
Passaic, NJ dilution study area.
7-3
7-2
Passaic, NJ dilution study area schematic.
7-4
8-1
Syracuse, NY dilution study area.
8-3
8-2
Syracuse, NY dilution study area schematic.
8-4
9-1
Des Moines, IA dilution study area.
9-3
9-2
Des Moines, IA dilution study area schematic
9-4
10-1
Springfield, MA dilution study area.
10-3
10-2
Springfield, MD dilution study area schematic.
10-4
11-1
Gary, IN dilution study area.
11-3
11-2
Gary, IN dilution study area schematic.
11-4
12-1
Dayton, OH dilution study area.
12-3
12-2
Dayton, OH dilution study area schematic.
12-4
13-1
Midland/Saginaw, MI dilution study area.
13-3
13-2
Midland/Saginaw, MI dilution study area schematic.
13-4
14-1
Lima, OH dilution study area.
14-3
14-2
Lima, OH dilution study area schematic.
14-4
15-1
Youngstown, OH dilution study area.
15-3
15-2
Youngstown, OH dilution study area schematic
15-4
SCS ENGINEERS

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Table Continued.
Number	Page
15-1 Reach Flow and Structure - Youngstown, OH	15-5
15-2 Youngstown, OH Dilution Study Area Point-Source
Discharges	15-6
15-3 Priority Pollutant Concentrations (ppb) Near
Youngstown, OH	15-11
15-4 Youngstown, OH Criteria Violations Summary	15-22
15-5	Facilities Not Included In The Youngstown, OH
Dilution Study	15-27
16-1	Reach Flow and Structure - Charlotte, NC	16-5
16-2 Charlotte, NC Dilution Study Area Point-Source
Discharges	16-6
16-3 Priority Pollutants Concentrations (ppb) Near
Charlotte, NC	16-10
16-4 Charlotte, NC Criteria Violations Summary	16-24
16-5	Facilities Not Included In The Charlotte, NC
Dilution Study	16-29
17-1	Priority Pollutant Water Quality Criteria Violations
Summary	17-2
SCS ENGINEERS

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Figures Continued.
Number	Page
16-1 Charlotte, NC dilution	study area.	16-3
16-2 Charlotte, NC dilution study area schematic.	16-4
SCS ENGINEERS

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SECTION 1
INTRODUCTION
In support of the Environmental Protection Agency's (EPA's) toxics
control strategies and program evaluation efforts, water quality investi-
gations, referred to as dilution studies, have been conducted in selected
geographic areas. The objective of these studies was to provide
prelimi nary identification of areas where water quality goals (criteria)
for toxic pollutants might not be attained, even with the application of
"Best Available Treatment Technology" (BAT). These studies were a
simplification in that non-point sources, background levels and the fate
of the pollutants after discharge were not considered. However, the
results of the analyses provide an indication of the areas and the
specific pollutants which may cause problems. Where potential problems
have been identified, more detailed investigations will be conducted to
verify these preliminary findings and determine the best control
strategi es.
These dilution studies are part of an on-going program. This is the
second of several reports which will summarize the results of a group
of studies. The fourteen dilution studies included in this report are:
Springfield, MA
Syracuse, NY
Passaic, NJ
Scranton, PA
Birmingham, AL
Charlotte, NC
Kingsport, TN
Gary, IN
Midland/Saginaw, MI
Dayton, OH
Lima, OH
Youngstov^n, OH
Des Moines, IA
Coeur D'Alene, ID
Since the results and conclusions drawn from these studies are highly
dependent on the study methods and input data, both are presented in
detail. Study methods and data applicable to all of the study area are
described in the following section. Data specific to each study area are
included in the respective sections. The results from all fourteen studies
are aggregated and discussed in the Conclusions Section.
1-1
SCS ENGINEERS

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SECTION 2
APPROACH
The dilution study areas included in this report were selected based
on a review of state 305(b) reports submitted to EPA. Based on this
review, fifteen areas were selected for dilution studies. Two of the
areas, Midland and Saginaw, MI were subsequently combined into one area.
Conduct of the dilution studies required the following series of
steps each of which are discussed below:
e point source discharge identification;
•	discharge data collection;
e	location of point source discharges;
e	stream flow statistics determination;
o	reach determination;
e	priority pollutant discharge characteristics identification;
e	river concentration calculations; and
•	ambient water quality criteria analysis.
POINT SOURCE DISCHARGE IDENTIFICATION
The dilution studies focused on point-source dischargers of the 129
priority pollutants. The 21 industrial groups thought to discharge
priority pollutants and therefore included in the dilution studies are
identified in Appendix A. Publicly owned treatment works (POTWs) were
also included. NPDES numbers for facilities of interest were obtained
from the Permit Compliance System (PCS) maintained by the EPA Office
of Enforcement. To facilitate PCS access, study area boundaries were
preliminarily defined by county (see Table 2-1) since this PCS data
element was most closely related to the size of each study area.
DISCHARGE DATA COLLECTION
Discharge data collection occurred at NPDES permit offices in seven
EPA regional offices and at the appropriate state offices in New York
and Ohio. NPDES files were reviewed for the facilities of interest
identified from PCS to obtain data on discharge flow (if not actual daily
average for the most recent 12 month period on record then design flow),
discharge SIC category and discharge locations.
LOCATION OF POINT SOURCE DISCHARGES
To perform the dilution study analyses, it was necessary to establish
the hydrologic relationships between all dischargers within each study
area. This was accomplished by locating the dishcargers on 1:24,000
scale (.7% min) USGS maps. Latitude and longitude information was
collected from the permit files for each discharge pipe when it was
available. Where this information was not available, the location of
discharge pipes was based on other available information such as:
o receiving water name;
o facility mailing address;
e zip code;
¦		—		SCS ENGINEERS

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TABLE 2-1
DILUTION STUDY
AREA



Study Area
County Name
County
State
EPA Region Number and Office



Code


Location
1.
Springfield
Hampden
013
MA
I
- Boston
2.
Syracuse
Onondaga
067
NY
II
- New York
3.
Passaic
Passaic
031
NJ
II
- New York


Essex
013
NJ
II
- New York
4.
Scranton
Lackawana
069
PA
III
- Philadelphia


Luzerne
079
PA
III
- Philadelphia
5.
Birmingham
Jefferson
073
AL
IV
- Altanta
6.
Charlotte
Mecklenburg
119
NC
IV
- Atlanta


Gastor
071
NC
IV
- Atlanta
7.
Kingsport
Sullivan
163
TN
IV
- Atlanta


Hawkins
073
TN
IV
- Atlanta
8.
Gary
Lake

IL
V
- Chicago
9.
Midland/
Midland
111
MI
V
- Chicago

Saginaw
Saginaw
145
MI
V
- Chicago
10.
Dayton
Montgomery
113
OH
V
- Chicago


Greene
057
OH
V
- Chicago
11.
Lima
Allen
003
OH
V
- Chicago
12.
Youngstown
Mahoning
099
OH
V
- Chicago


Trumball
155
OH
V
- Chicago
13.
Des Moines
Polk
153
IA
VII
- Kansas City
14.
Coeur D'Alene
Kootenai
055
ID
X
- Seattle


Shoshone
079
ID
X
- Seattle

STS FNfilNFFRR

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o township, range and section; and
•	maps, sketches or descriptive informtion available in the
permit files.
In some instances it was only possible to locate a discharge pipe
to the nearest minute. In these cases the pipe was not located on a
map but it was included in the dilution analysis if the location was
sufficiently well known to determine the reach into which it discharged.
On some occassions essentially no locational information was available
for a discharger, in which case it was generally not included in the
study. For dischargers with relatively large flows (>^100,000 gal/day),
additional efforts, such as telephone contact, were made to develop
locational information.
STREAM FLOW STATISTICS
Since dilution calculations were desired for both mean annual and
7-day 10-year low flow (7Q-|q) conditions, available data of both types
were obtained--primarily from the national and local district offices
of the USGS. Relevant flow gaugingstations were then located on the
same maps as the dischargers for easy reference. Flow statistics were
generally estimated at the outlet of each potential reach either directly
from gaugingdata or by extrapolation or interpolation from data at
upstream and/or downstream stations. However, appropriate flow gauging
stations were not always available. In these instances, flows were
estimated by (1) calculating a flow per unit area factor for a nearby
drainage area of similar size and topography with available flow data;
(2) determining the size of the area of interest by the planimetric
method; (3) and then multiplying the drainage area by the flow factor.
This method was used for developing both average and low flow estimates.
Low flow estimates of less than one cfs were recorded as one In all
cases the resolution of each flow determination is recorded in the data
base and reported with each dilution study.
In some instances the low flow (7Q-|n) values estimated or determined
from gauging station data required adjustment to reflect discharge flows.
Adjustments to low flow values are typically required only on small
streams. For those streams it is assumed that the source of water for
process uses (resulting in process wastewater discharges) is not the
stream of interest. However, the stream is generally assumed to be the
source of cooling water and that the same cooling water may be used
numerous times as it flows downstream.
Based on the above assumptions, adjustments to low 7Qin values were
made as follows:
•	where 7Qiq is estimated based on data from a neighboring stream;
a)	low flow = process flow plus the single largest cooling
discharge, where this cooling water discharge is > ~ or
b)	low flow = process flow plus 7Qtq, where the single largest
cooling water discharge is ^ 7Q-|g;
t where the 7Q10 is determined from a nearby garage, low flow = proc-
ess flow plus the single largest cooling water discharge if and
only if this value is > 7Q-jq.
			— SCS ENGINEERS

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REACH DETERMINATION
After dischargers and available stream flow data had been located,
each study area could be divided into appropriate stream segments, or
reaches, for analysis. Since the study objectives were focused on an
analysis of waste discharge dilution by natural stream flow, reach
boundaries were dependent on the relationship between discharge locations
and volumes and tributary stream flows. In general, reaches were defined
such that impacts of major sources of dilution (tributaries) and waste
discharges would be apparent in the resulting calculations of priority
pollutant river concentrations.
For example, small streams receiving large volumes of discharge and
large tributaries that contributed significant flow to the main stem
of a river were designated as reaches. Reach boundaries on the main
stem were then defined based on the location of tributary reaches, or
on the basis of other tributaries where it was desirable to separate
groups of discharges on the main stem. Only hydrologic features were
used to identify reach boundaries (political boundaries and structures,
such as bridges, were not used), and all connecting river segments
were given a reach designation even if they did not receive waste
discharge.
PRIORITY POLLUTANT DISCHARGE CHARACTERISTICS
Since the priority pollutant discharge characteristics of the
discharge pipes in the dilution study areas had rarely if ever been
directly determined, estimates were used. In all cases estimates were
derived from the:SIC of the activity generating the wastewater discharged
based on one of two methods.
For some SIC categories, nationwide screening surveys had previously
been conducted by the EPA Effluent Guidelines Division (EGD) to identify
the priority pollutants found in the dilution study areas, these data
were used to describe the types of priority pollutants present in the
respective SICs. Where no screening data were available, estimates of
the anticipated types of priority pollutants discharged were obtained
from EPA personnel. A matrix showing the priority pollutants present
for all SICs represented the dilution study areas is provided as
Appendix B.
Preliminary screening data were available for only a few of the SICs
in the dilution study areas. Although the information contained in this
report will incorporate the uncertainty introduced by this data defi-
ciency the automated analysis system developed for the project allows
for easy revision of the calculations in the future when better data
become available.
Where priority pollutants were determined to be present by one of
the two methods described above, the discharge concentration of each
pollutant from industrial sources was assumed to be equal to the
estimated 30-day average discharge concentration achievable with the
judicious application of "Best Available Treatment" (BAT) techniques
(2,3,4). For POTW's (SIC 4952), the priority pollutant discharge con-
centrations were assumed to equal the median of the values obtained
from the nationwide discharge screening program since discharge concen-
trations are typically below the BAT treatability estimates. The
priority pollutant concentration values used for both industrial and
municipal discharges are presented in Table 2-2.	scs ENGineer
2-4

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TABLE 2-2. BEST AVAILABLE TREATMENT PRIORITY POLLUTANT
DISCHARGE CONCENTRATION (ppb)*
Priority	Priority 	Discharge Type	
Pollutant (pp)	Pollutant
Name & Category	Number	Industrial +	Municipal #
I.	PESTICIDES
Acrolein	1	100
Aldrin	2	1
®<-BHC	3	5
/-BHC	4	5
V-BHC	5	5
S -BHC	6	5
Chlordane	7	1
DDD	8	1
DDE	9	1
DDT	10	1
Dieldrin	11	1
°<-Endosulfan	12	1
^-Endosulfan	13	1
Endosulfan Sulfate	14	1
Endrin	15	1
Endrin aldehyde	16	1
Heptachlor	17	1
Heptachlor epoxide	18	1
Isophorone	19	50
TCDD	20	1
Toxaphene	21	5
II.	METALS & INORGANICS
Antimony	22	500 "
Arsenic	23	500
Asbestos	24	++
Beryllium	25	500 ~~
Cadmium	26	500 10
Chromium	27	500 '80
Copper	28	500 100
Cyanides	29	1000 20
Lead	30	500 68
Mercury	31	500 0.8
Nickel	32	500 130
Selenium	33	500 2
Silver	34	500 17
Ihallium	35	500
Zinc	36	500 250
2-5
SCS ENGINEERS

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TABLE 2-2 (Continued)
Priority Priority
Discharge Type

Pollutant (pp) Pollutant

Name & Category Number

Industrial +
Municipal #
III. PCB's AND RELATED COMPOUNDS


PCB-1016
37
1
—
PCB-1221
38
1
—
PCB-1232
39
1
—
PCB-1242
40
1
—
PCB-1248
41
1
—
PCB-1254
42
1
—
PCB-1260
43
1
--
2-Chloronaphthalene
44
1
——
IV. HALOGENATED ALIPHATICS



Methane, bromo-
45
100
—
Methane, chloro-
46
100
—
Methane, dichloro
47
100
0.5
Methane, chlorodibrorno
48
100
0.16
Methane, dichlorobromo
49
100
0.65
Methane, tribromo
50
50
--
Methane, trichloro
51
100
5.3
Methane, tetrachloro
52
50
1.5
Methane, trichlorofluoro
53
100
--
Methane, -dichlorodifluora
54
100
--
Ethane, chloro
55
100
--
Ethane, 1,1-dichloro
55
100
—
Ethane, 1,2-dichloro
57
100
0.17
Ethane, 1,1,1-trichloro
58
100
1.1
Ethane, 1,1,2-trichloro
59
100
0.45
Ethane, 1,1,2,2-



tetrachloro
60
50
13
Ethane, hexachloro
61
25
—
Ethene, chloro
62
100
—
Ethene, 1,1-dichloro
63
100
—
Ethene, trans-dichloro
64
100
—
Ethene, trichloro
65
100
—
Ethene, tetrachloro
66
50
—
Propane, 1,2-dichloro
67
100
—
Propene, 1,3-dichloro
68
100
--
Butadiene, Hexachloro
69
25
—
Cyclopentadiene,



¦ hexachloro
70
10

SCS FNf.lNRF

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TABLE 2-2 (Continued)
Priority Priority

Discharqe Type

Pollutant Pollutant


Name & Category Number
Industrial
+
Municipal #
V. ETHERS




Ether, bis(chloromethyl)
71
0**

	
Ether, bis(2-chloroethyl)
72
100

—
Ether, bis(2-chlorosopropy1)73
100

—
Ether, 2-chloroethyl




vinyl
74
100

--
Ether, 4-bromophenyl




phenyl
75
10

—
Ether, 4-chlorophenyl
76



phenyl
10

—
Bis(2-chloroethoxy)methane 77
100

—
VI. MONOCYCLIC AROMATICS (EXCLUDING PHENOLS, CRESOLS, PHTHALATES)

Benzene
78
50

0.6
Benzene, chloro
79
50

—
Benzene, 1,2-dichloro
80
50

--
Benzene, 1,3-dichloro
81
50

--
Benzene, 1,4-dichloro
82
25

—
Benzene, 1,2,4-




trichloro
83
10

—
Benzene, hexachloro
84
10

—
Benzene, ethyl
85
50

--
Benzene, nitro
86
50

—
Toluene
87
50

2.3
Toluene, 2,4-dinitro
88
50

—
Toluene, 2,6-dinitro
89
50

—
VII. PHENOLS AND CRESOLS




Phenol (s)
90
50

78
Phenol, 2-chloro
91
50

—
Phenol, 2,4-dichloro
92
50

—
Phenol, 2,4,6-trichloro
93
25

—
Phenol, pentachloro
94
10

—
Phenol, 2-nitro
95
50

—
Phenol, 4-nitro
96
50

—
Phenol, 2,4-dinitro
97
25

—
Phenol, 2,4-dimethyl
98
50

—
m-Cresol, p-chloro
99
50

—
o-Cresol, 4,6-dinitro
100
25

— —
SCS FNfilNFFRS
2-7

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TABLE 2-2 (Continued)
Priority
Priority
Discharqe Type
Pollutant
Pollutant
Name & Category
Number
Industrial + Municipal §
VIII. PHTHALATE ESTERS
Phthalate,	di-n-methl	101
Phthalate,	di-n-ethyl	102
Phthalate,	di-n-butyl	103
Phthalate,	di-n-octyl	104
Phthalate,	bis(2-ethyl-
hexyl)	105
Phthalate,	butyl benzyl	106
25
25
25
25
10
5
IX. POLYCYCLIC AROMATIC HYDROCARBONS
Acenaphthene	107
Acenaphthylene	108
Anthracene	109
Benzo (a) anthracene	110
Benzo (b) fluoranthene	111
Benzo (k) fluoranthene	112
Benzo (ghi) perylene	113
Benzo (a) pyrene	114
Chrysene	115
Dibenzo (a,n)anthracene 116
Fluoranthene	117
Fluorene	118
Jndeno{l,2,3-cd)pyrene	119
Naphthalene	120
Phenanthrene	121
Pyrene	122
10
10
10
1
1
1
1
1
1
1
10
10
1
50
10
1
X. NITROSAMINES AND OTHER NITROGEN-CONTAINING COMPOUNDS
Nitrosamine, dimethyl
123
5
Nitrosamine, diphenyl
124
5
Nitrosamine, di-n-propyl
125
5
Benzidine
126
25
Benzidine, 3, 3Ldichloro
127
10
Hydrazine, 1,2-diphenyl
128
50
Acrylonitrile
129
100
Footnotes:
*	Estimated 30-day average
+ Sources: Reference 3-5. Values for priority pollutants Mo. 3,4,5,6,21,106,123,124
and 125 are the median of the range (1-10).
#	Source: Data from screening sampling of selected POTW's provided by EPA EGD:
Values are rounded to 2 significant figures.
** Chemical is sufficiently volatile that no treatment should be required.
++ No data or estimates available.
									SCS ENGINEEI
2-8

-------
RIVER CONCENTRATION CALCULATIONS
Calculations of priority pollutant concentrations in the rivers
and streams of each study area were performed at selected locations
using the approach described below. "Calculation points" were located
at the downstream end of each reach and immediately below the junction
of two or more reaches.
The basic operations which the system performed for each reach
were as follows:
1.	The volume of average daily process discharge flows were
summed by SIC classifications;
2.	The total process flow (in cfs) from each SIC was multiplied
by the Bat concentration of each priority pollutant present
to obtain a mass loading for each pollutant and SIC;
3.	The mass loadings for all SlCs were summed to give a total
loading for each pollutant; and
4.	Each mass loading was divided by the mean annual flow and
the 7-day, 10-year low flow (cfs) at the downstream end
of the reach to obtain the estimated concentration of each
pollutant under the two flow conditions.
Since conservative transport (no degradation/transformation after
discharge) of the priority pollutants through the study areas were assumed
for calculation purposes, mass loadings from upstream reaches were added
prior to dividing by the river flow. An example of the relationships
between reaches, river flows and calculation points is shown in Table 2-3.
Table 2-3 indicates that the river concentrations at calculation point
No. 1 were obtained by dividing the mass loadings resulting from dis-
charges in reach No. 1 by 194 cfs and 19.5 cfs to obtain values for mean
annual and low flow conditions, respectively. For calculation point
No. 3, the sums of the mass loadings from reaches No. 1 and 2 were
divided by 498 cfs and 42 cfs to obtain the mean annual and low flow
concentrati ons.
Assumptions required to perform the dilution study analysis tend
to both over-estimate and under-estimate instream priority pollutant
concentrations. Under-estimates tend to resuit from the following
assumptions:
e water upstream of the dilution area was pristine;
o BAT treatability levels are met by all discharges;
o no non-point source pollution (low flow); and
o zero growth (no increase in discharge flows over time).
2-9
SCS ENGINEERS

-------
TABLE 2-3. REACH FLOW AND STRUCTURE - MEMPHIS, TN
Calculation
Mean Flow
Low Flow+ Primary USGS
Secondary USGS
Reso-

Upstream Reach No.


Point No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
R1
R2
R3
R4
R5
R6
R7 R8
001
698
56
07030280

A
X






002
216
17


E

X





003
914
73
07030280

E
X
X





004
468,000
99 ,000
07032000

A
X
X
X




005
468,000
99,000
07032000

A
X
X
X
X



006
972
199
07031650

A




X


007
469,000
99,200
07032000
07031650
A
X
X
X
X
X


008
469,000
99,200
07032000

A
X
X
X
X
X
X

009
99
12
07032200

A






X
010
469,000
99,200
07032000

A
X
X
X
X
X
X
X
011
469,000
99,200
07032000

A
X
X
X
X
X
X
X X
* Flow data resolution:
A = Flow Equal to Nearby Station
E = Flow Estimate from Hodel; Flow Unit Area, etc.
+ 7-day 10-year low flow
8
tfi
m
x
o
z
m
m
73
V)

-------
Over-estimates tend to result from the assumptions that:
•	all plants in the same SIC category discharged the same
pollutants;
o degradation and transformation of the priority pollutants
was negligible;
e discharge levels were BAT treatability levels,these may
be much higher than trace amounts in some dischargers;
•	BAT treatment levels were not zero discharge; and
•	some discharge flows were permit flows or design flows if
actual flows were not available.
AMBIENT WATER QUALITY CRITERIA ANALYSIS
Ambient water quality criteria for the 129 priority pollutants are
currently under development by the EPA. The draft	water quality criteria
available as of September 1979, which were used in	the dilution study
analysis are shown in Table 2-4. Where calculated river concentrations
of priority pollutants were found to exceed the 24 hr. average fresh
water toxicity criteria values, upstream discharge sources were examined
to determine the source(s) of the violations(s).
Specific findings concerning criteria violations based on calculated
river concentrations are presented in the following individual dilution
study area report sections.
2-11
SCS ENGINEERS

-------
TABLE 2-4. DRAFT WATER QUALITY CRITERIA (ppb)
Priority	Priority 24-HR. Average	Human
Pollutant (pp)	Pollutant Fresh Water	Health
Name & Category	Number	Criteria	Criteria
I. PESTICIDES
Acrolein
1
1.2
6.5
Aldrin
2
0.0013
0.000046
«< BHC
3
-
0.016
.6 BHC
4
-
0.028
y BHC
5
0.21
0.054
iSBHC
6
-
0.021
Chlordane
7
0.024
1.2
DDD
8
0.00023
0.0086
DDE
9
0.00023
0.00027
DDT
10
0.00023
0.00084
Dieldrin
11
0.0019
0.000046
Endosulfan
12
0.042
100.0
>BEndosulfan
13
0.042
100.0
Endosulfan Sulfate
14
-
-
Endrin
15
.0020
1.0
Endrin aldehyde
16
-
-
Heptachlor .
17
0.0015
0.00023
Heptachlor epoxide
18
0.0015
0.00023
Isophorone
19
2,100.0
460.0
TCDD
20
-
0.00000046
Toxaphene
21
0.007
0.0005
II. METALS & INORGANICS
Antimony
22
120.0
145.0
Arsenic
23
57.0
0.02
Asbestos
24
-
300,000.0 fibers/1
Beryllium
25
A
0.087
Cadmium
26
B
10.0
Chromium
27
C
50.0
Copper
28
D
1 ,000.0
Cyanides
29
1.4
200.0
Lead
30
E
50.0
Mercury
31
0.08
0.2
Nickel
32
F
50.0
Selenium
33
9.7
10.0
Silver
34
0.009
10.0
Thai 1ium
35
-
4.0
Zinc
36
G
5,000.0
2-12
SCS ENGINEERS

-------
TABLE 2-4 (Continued)
Priority Priority
24-HR. Average
Human

Pollutant (pp) Pollutant
Fresh Water
Health

Name & Category Number
Criteria
Criteria

III. PCB's AND RELATED COMPOUNDS



PCB-1016
37
0.0015
0.0002

PCB-1221
38
0.0015
0.0002

PCB-1232
39
0.0015
0.0002

PCB-1242
40
0.0015
0.0002

PCB-1248
41
0.0015
0.0002

PCB-1254
42
0.0015
0.0002

PCB-1260
43
0.0015
0.0002

2-Chloronaphthalene
44
-
-

IV. HALOGENATED ALIPHATICS




Methane, bromo-
45
140
2.0

Methane, chloro-
46
7,000
2.0

Methane, dichloro
47
4,000
2.0

Methane, chlorodibromo
48

Methane, dichlorobromo
49

2.0

Methane, tribromo
50
840
2.0

Methane, trichloro
51
500
2.1

Methane, tetrachloro
52
620
2.6

Methane, trichlorofluoro
53

32,000.0

Methane, dichlorodifluoro 54
-
3,000.0

Ethane, chloro
55
-


Ethane, 1,1-dichloro
56
_


Ethane, 1,2-dichloro
57
3,900
7.0

Ethane, 1,1,1-trichloro
58
5,300
15,700.0

Ethane, 1,1,2-trichloro
59
310
2.7

Ethane, 1,1,2,2-



tetrachloro
60
170
1.8

Ethane, hexachloro
61
62
5.9

Ethene, chloro
62

517

Ethene, 1,1-dichloro
63
530
1.3

Ethene, trans-dichloro
64
620


Ethene, trichloro
65
1,500
21.0

Ethene, tetrachloro
66
310
2.0

Propane, 1,2-dichloro
67
920
200.0

Propene, 1,3-dichloro
68
18.0
.63

Butadiene, Hexachloro
69

.77

Cyclopentadiene,




hexachloro
70
0.39
1.0

sr;s FNr.iMPFR-;
2-13

-------
TABLE 2-4.(continued)
Priority
Priority
24-Hr. Average
Human
Pollutant (pp)
Pollutant
Fresh Water
Health
Name & Category
Number
Criteria
Criteria
V. ETHERS




Ether, bis (chloromethyl)

71
-
0.00002
Ether, bis(2-chloroethyl)

72
-
0.42
Ether, bis (2 chlrorisopropy)
73
-
11.5
Ether, 2-chloroethyl

74
-
-
vinyl


6.2

Ether, 4-bromophenyl

75
-
phenyl




Ether, 4-chlorophenyl

76
-
-
phenyl




Bis (2-chloroethoxy)methane
77
—
-
VI. MONOCYCLIC AROMATICS (EXCLUDING PHENOLS,
CRESOLS, PHTHALATES)

Benzene

78
3,100 ,
15.0
Benzene, chloro

79
1,500.0
20.0
Benzene, 1,2-dichloro

80
44.0
230
Benzene, 1,3-dichloro

81
310
230
Benzene, 1,4-dichloro

82
190
230
Benzene, 1,2,4-




trichloro

83
210.0
13.0
Benzene, hexachloro

84
-
.005
Benzene, ethyl

85
-
1,100.0
Benzene, nitro

86
480
30.0
Toluene

87
2,300.0
17.4
Toluene, 2,4-dinitro

88
620.0
.74
Toluene, 2,6-dinitro

89
-

VII. PHENOLS AND CRESOLS




Phenol (s)

90
600
3,400.0
Phenol, 2-chloro

91
60.0
0.30
Phenol, 2,3-dichloro

92
0.40
0.50
Phenol,2,46-trichloro

93
52.0
100.0
Phenol, pentachloro

94
6.2
140
Phenol, 2-nitro

95
2,700.0
9.7
Phenol, 4-nitro

96
240.0
9.7
Phenol, 2,4-dinitro

97
79.0
68.6
Phenol, 2,4-dimethyl

98
38.0
9.7
m-Cresol, p-chloro

99
-
9.7
o-Cresol, 4,6-dinitro

100
57.0
12.8
SCS FNGINFERS
2-14

-------
TABLE 2-4. (continued)
Priority	Priority 24-Hr. Average	Human
Pollutant (pp)	Pollutant Fresh Water	Health
Name & Category	Number	Criteria	Criteria
VIII. PHTHALATE ESTERS
Phthalate, di-n-methl	101
Phthalate, di-n-ethyl	102
Phthalate, di-n-butyl	103
Phthalate, di-n-octyl	104
Phthalate, bis(2-ethyl-
he*yl)	105
Phthalate, butyl benzl	106
IX. P0LYCYCLIC AROMATIC HYDROCARBONS
Acenaphthene	107
Acenaphthylene	108
Anthracene	109
Benzo (a) anthracene	110
Benzo (b) fluoranthene	111
Benzo (k) fluoranthene	112
Benzo (ghi) perylene	113
Benzo (a) pyrene	114
Chrysene	115
Dibenzo (a,n) anthracene	116
Fluorathene -	117
Fluorene	118
Indeno (1,2,3-cd)pyrene	119
Naphthalene	120
Phenanthrene	121
Pyrene	122
X.
.160
.060
.005
10.0
110.0
20.0
.024
.054
250
200
143.0
NITROSAMINES AND OTHER NITROGEN-CONTAINING COMPOUNDS

Nitrosamine, dimethyl
123
0.026
Nitrosamine, diphenyl
124
-
Nitrosamine, di-n-propyl
125
-
Benzidine
126
0.00167
Benzidine, 3,3-dichloro
127
0.1
Hydrazi ne, 1,2-di phenyl
128 11
0.4
Acrylonitrile
129 130
0.08
Footnotes:
(1.24 In (Hardness) - 6.65): Be
A ey
g	e(0.867 In (Hardness) - 4.33): Cd
^	e(0.83 In (Hardness) + 2.94): Cr
P	e(0.65 In (Hardness) - 1.94): Cu
D (1.51 In (Hardness) - 3.37): Pb
zn
m
FT = e exp (0.67 In (Hardness) + 0.67)
FT = e exp (1.01 In (Hardness) - 1.02)
.SCS ENGINEERS
2-15

-------
SECTION 3
BIRMINGHAM, ALABAMA DILUTION STUDY
The area initially designated for consideration in this study
included all Jefferson county, AL. Following review of the hydrologic
features and the location of v/astewater dischargers, the unshaded area
shown in Figure 3-1 was selected for further study. The area selected
was approximately 1,070 sqaure miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 23 stream
segments, or reaches were selected for study (Figure 3-2}> as follows:
Reach No.	Descri ption*
1	Big Cahaba River
2	Little Cahaba River above the Big
Cahaba River
3	Little Cahaba River between the Big
Cahaba River and Patton Creek
4	Patton Creek
5	Cahaba River between Patton Creek
and Big Cahaba River
6	Turkey Creek
7	Locust Fork between Turkey Creek and
Fivemile Creek
8	Fivemile Creek
9	Locust Fork between Fivemile Creek
and Village Creek
10	Village Creek above Avondale Creek
11	Avondale Creek
12	Village Creek between Avondale Creek
and Locust Fork
13	Locust Fork between Village Creek
and Coal Creek
14	Coal Creek
15	Locust Fork between Coal Creek and
Black Warrior River
SCS ENGINEERS

-------
Reach No.
Descri ption*
16
Black Warrior River between Locust
Fork and Valley Creek
17
Valley Creek above Opossum Creek
18
Opossum Creek
19
Valley Creek between Opossum Creek
and Blue Creek
20
Blue Creek
21
Valley Creek between Blue Creek and
Mud Creek
22
Mud Creek
23
Valley Creek between Mud Creek and
Black Warrior River
As shown in Figure 3-2, 35 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information in Table 3-1.
The discharges located on Figure 3-1 are described in Table 3-2.
As shown, a total of 145 discharges from 72 facilities in 29 SIC
categories were included in the study. Facilities located in the
county surveyed, but not included in the study because 1) they are
located in the shaded area shown in Figure 3-1; 2) no reliable data on
discharge flow was available or; 3) the permit files could not be
located, are shown in Table 3-5.
Calculated river concentration of the priority pollutants thought
to be discharged in the study area are shown in Table 3-3. Violations
of the ambient water quality criteria are indicated in Table 3-3 by an
asterisk, and are summarized in Table 3-4. Note that the value for
total hardness used to define the water quality criteria for beryllium,
cadmium, copper, chromium, nickel and zinc was 70 mg/1 (mean total
hardness as USGS station number 02423390 from 1/1/76 to 9/30/78).
As shown, 109 of the priority pollutants were found to be dis-
charged in the study area. Draft water quality criteria were available
for 87 of the pollutants, and 47 pollutants were found to violate the
criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at 33 of 35 cal-
culation points for both low flow conditions and mean flow conditions
with no violations occurring at No.1s 15 and 25.
* Reaches include all tributaries to the main stream described.
3-2
SCS ENGINEERS

-------
The violations shown in Table 3-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow	Low Flow
Industrial only	225 398
Municipal only	26 97
Industrial or Municipal	91 198
Industrial plus Municipal	9 3
Thus, the vast majority of violations for both mean and low flow
conditions resulted from industrial discharges.
3-3
SCS ENGINEERS

-------
ir*jo
- juration co
•	i	<.
•yt 5/
•	f s
>x®
S	t«	y
5? j~> y
"'^y J ilW ^5
iraa !
R^f \^ J
LEGEND
• NPO£S WMCiMl DISCHARGERS
D NPO£S INDUSTRIAL DISCHARGERS
TEN (©I INDUSTRIAL DISCHARGERS
A US65 GAGING STATIONS
©-CALCULATION POINT
5Ci£E
BT-OD

• 6*30
Figure 3-1. Birmingham, AL' dilution study area.
3-4
SCS ENGINEERS

-------
N
REACH®
LEGEND
REACH 2
<1^
i
REACH [6]
REACH m
REACH m
REACH (To]
REACH (jJ
fi
^ _ REACH
REACH 9
REACH
REACH [4]
REACH (TTJ
REACH fiT|
REACH
REACH 13
REACH 19
REACH I
_jJ§) REACH
Hg)
e? REACH
REACH

REACH
REACH
CD REACH
©-CALCULATION POINT
Figure 3-2. Birmingham, AL dilution study area schematic.
3-5
8CS ENGINEERS

-------
TABLE 3-1. REACH FLOW AND STRUCTURE - BIRMINGHAM, AL
ilculation
Moan Flow
Low Flow+
Primary USGS
Secondary USGS
Reso-
lint No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
001
113
4
02423390

A
002
213
7
02423390

A
003
326
10.7
02423500

A
004
326
10.7
02423500

A
005
29.3
8.4


E
006
355
19
02423500

M
007
560
27
02460500
0245600
E
008
125
10
02456000

A
009
1390
25
02456500

A
010
1400
26
02456500

M
Oil
98
64
02457000

M
012
1540
90
02456500
02457000
M
013
1550
96
02456500
02457000
M
014
177
2.5
02460500

A
015
3.6
2


E
016
180
4.5
02460500

M
017
190
25
02460500

M
018
1720
122
02460500
02456500
M
019
1720
122
02460500
02456500
M
020
18
9


E
021
1890
131
02460500
02456500
M
022
1890
131
02460500
02456500
M
023
6750
200
02462500

A
024
6750
200
02462500

A
025
150
0.3
02461500

M
026
48
29


E
027
170
29


A
028
227
86
02461500

A
029
28.5
1.6


E
030
230
88
02461500

M
031
245
91
02461500

M
032
104
2.6


E
033
350
94
02461500

M
034
370
94
02461500

M
035
7100
300
02465000

M
Upstream Reach No.
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16" 17 18 19 21 22 23
X
X
X X
XXX
XXX
XXX
XXX
XXX
XXX
XXX
XXXXXXXXXXX
*	Flow Data Resolution:
8
„	A = Flow Equal to Nearby Station
g	M = Flow Estimate from Adjacent Station(s)
r	E = Flow Estimate from Model; Flow Unit Area, etc.
m
+	7-day 10-year Low Flow

-------
TABLE 3-2. BIRMINGHAM, AL DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER
NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC *1
AL-002-293-4
001
JEFFERSON COUNTY WTP TRUSSVIL
CAHABA R


C01
1.
700002
PROCESS
JAN. -DEC.
4952
AL-002-141-5
001
LACK DIAMOND COAL MINING CO
TR OF DRY C


002
0.
077400
PROCESS
JAN -DEC
1211
AL-002-644-1
001
INTERSTATE LEAD
TR OF L CAHABA
R

G02
0.
003870
PROCESS
JAN -DEC.
3341
AL-002-249-7
001
BUILDERS MFG CO - LEEDS PLANT
TR TO L CAHABA
R

G02
0.
077400
COOLING
JAN. -DEC.
3442
AL—002-634-4
001
BUILDERS MFC CO
TR TO L CAHABA
R

G02
0
001550
COOLING
JAN -DEC
3444
AL-002-616-6
001
JONES MFO CO
TR OF L CAHABA
R

G02
0.
003710
PROCESS
JAN -DEC.
3471
AL-002-694-8
001
AJ GERRARD ti COMPANY
DRY C


G02
0.
077400
BOTH
JAN. -DEC.
3499
AL—002-297—7
001
JEFFERSON CO-LEEDS STP
L CAHABA R


G02
1.
930003
PROCESS
JAN -DEC.
4952
AL—002—643—3
001
CALDWELL FOUNDRY ft MACHINE CO
TR TO DRY C


G02
0
001550
PROCESS
JAN. -DEC.
5051
AL-002-302-7
001
JEFFERSON CO-CAHABA R STP
CAHABA R


G03
4.
640005
PROCESS
JAN. -DEC
4952
AL-002-294-2
001
JEFFERSON CO COMM-PATTON C
PATTON C


G04
e
350009
PROCESS
JAN. -DEC.
4952
AL-002-409-1
001
SULLIVAN LONG & HAGERTY
BIG C


G05
0.
077400
PROCESS
JAN -DEC
1211
AL-000-368—9
001
VULCAN METAL PRODUCTS INC
SHADES C


005
0.
007740
PROCESS
JAN. -DEC.
3079
AL—002—250—1
001
SOUTHERN PRECISION
TR OF SHADES C


G05
0
003870
COOLING
JAN. -DEC.
3361
AL-002-534-4
001
DELWOOD FURNITURE CO INC
TR TO SHADES C


G05
0
046400
COOLING
JAN -DEC.
3471
AL-OOO-198-8
001
BIRMINGHAM SALVAGE it STEEL
TR OF SHADES C


G05
0.
001240
PROCESS
JAN -DEC.
3479
AL-002-585-2
001
FLETCHER PROPERTIES
CAHABA R


G05
0.
774001
PROCESS
JAN -DEC.
4952
AL-000-099-0
001
AIR PRODUCT & CHEMICAL
CUNNINGHAM C


006
0.
034000
PROCESS
JAN.-DEC
2813
AL-002-731-6
001
PLYMOUTH TUDE CO
TURKEY C


006
0.
003070
PROCESS
JAN -DEC.
3312
AL—002—731—6
002
*
TURKEY C


006
0.
011600
COOLING
JAN -DEC
3312
AL-002-524-1
001
DIXIE ELECTRICAL MFO CO
TR OF CUNNINGHAM
C
G06
0.
0092S0
BOTH
JAN -DEC.
3441
AL-OOO-403-1
002
*
TR OF CUNNINCHAM
C
G06
0.
018100
PROCESS
JAN -DEC.
3471
AL-000-403-1
001
ELECTRICAL EQUIPMENT INC
TR OF CUNNINOHAM
C
C06
0.
05230O
PROCESS
JAN -DEC.
3613
AL-002-292-6
001
JEFFERSON COUNTY WTP TURKEY C
TURKEY C


G06
3
090004
PROCESS
JAN -DEC
4952

-------
TABLE 3-2. (Continued)
NPDEB NUMBER PIPE NO.
AL-002-299-3
AL-002-929-7
AL-002-303-5
AL-000-337-9
AL-000-337-9
AL-000-337-9
AL-000-325-3
AL-000-325-3
AL-OOO-130-9
AL-OOO-134-1
AL-000-134-1
AL-OOO-134-I
AL-OOO-134-1
AL-000-134-1
AL-OOO-134-1
AL-000-134-1
AL-000-324-7
AL-000-341-7
AL-000-336-1
AL-000-277-1
AL-002-691-3
AL-002-295-1
AL-000-326-3
AL-000-325-3
001
001
001
001
002
003
002
003
001
001
004
006
009
010
011
012
001
001
001
001
001
OOl
001
001
FACILITY NAME
JEFFERSON CO-CUNNINGHAM C STP
GARDENDALE STP
JEFFERSON COUNTY WASTE STAB
ALABAMA BY-PRODUCTS
*
»
*
*
EI DUPONT DE NEMOURS & CO
HERCULES INC
*
*
«
*
S
*
NO B'HAM COMPLEX-JIM WALTERS
ALABAMA BY PRODUCTS CORP
CLOW CORP
VULCAN RIVET U BOLT
JEFFERSON CO-NEW 5 MILE C STP
JEFFERSON CO-NO SPRINGFIELD
BESSIE MINE J WALTERS RESRCS
FLAT TOP MINE-JIM WALTER RES
IECEIVINO WATER
NAME
REACH NO.
FLOW (CFS)
TYPE
SEASON
SIC ttl
CUNNINGHAM C

C06
0 309000
PROCESS
JAN. -DEC.
4932
TR OF BLACK C

006
0 077400
PROCESS
JAN. -DEC.
4952
BLACK C

G06
0. 619001
PROCESS
JAN -DEC.
4952
CANE C

007
0. 603001
PROCESS
JAN -DEC.
1211
CANE C

G07
0. 068100
PROCESS
-
1211
FIVE MILE C

G08
0.061900
PROCESS
JAN. -DEC.
1211
FIVE MILE C

G08
1.860002
PROCESS
JAN. -DEC.
1211
FIVE MILE C

G08
1.860002
PROCESS
JAN -DEC
1211
NEW FOUND C

G08
0. 074300
PROCESS
JAN.-DEC.
2892
FIVE MILE C

G08
0.255000
COOLING
JAN. -DEC.
2892
FIVE MILE C

GOS
0.015500
PROCESS
JAN.-DEC.
2392
FIVE MILE C

G08
0.002780
PROCESS
JAN. -DEC.
2892
FIVE MILE C

G08
0.004640
PROCESS
JAN.-DEC.
2892
FIVE MILE C

G08
0 030900
COOLING
JAN.-DEC.
2892
FIVE MILE C

G08
38.700030
COOLING
JAN. -DEC.
2892
FIVE MILE C

GOS
0.048000
PROCESS
JAN. -DEC.
2892
FIVE MILE C

G08
10. 100010
PROCESS
JAN.-DEC.
3312
FIVE MILE C

G08
0.387000
PROCESS
JAN.-DEC.
3312
FIVE MILE C

GOS
0. 446001
PROCESS
JAN -DEC.
3321
TR OF FIVEMILE
C
G08
0.271000
PROCESS
JAN. -DEC.
3452
FIVE MILE C

GOB
9. 280009
PROCESS
JAN. -DEC.
4952
TR OF FIVEMILE
C
GOS
0. 186000
PROCESS
JAN.-DEC.
4952
WARRIOR R

G09
2. 540002
PROCESS
JAN.-DEC.
1211,
LOCUST F-BLK WARRIOR
G09
2.600003
PROCESS
JAN. -DEC.
1211

-------
TABLE 3-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO.
FLOW (CFS)
TYPE
SEASON
SIC *1
AL—002-992—1
001
CLAY-SHALE SHIPPERS INC
LOCUST F
009
0 003870
PROCESS
JAN -DEC.
1211
AL-000-370-1
001
UNITED CHAIR CO - SEMCO DIV
VILLAGE C
010
0 252000
PROCESS
JAN -DEC
3317
AL-000-259-3
001
METALPLATE AND COATINGS INC
ii
VILLAGE C
G10
0. 119000
PROCESS
JAN -DEC
3479
AL-002-609-3
001
METALPLATE GALVANIZING #1
VILLAGE C
G10
0.033700
PROCESS
JAN -DEC.
3479
AL-000-058-2
001
STOCKHAM VALVES «t FITTINGS
VILLAGE C
G10
0. 941001
PROCESS
JAN -DEC.
3494
AL-000-05E-2
002
»
VILLAGE C
G10
0 794001
PROCESS
JAN.-DEC.
3494
AL-OOO-153-8
001
HAYES INTNL CORP
VILLAGE C
G10
0 320000
COOLING
JAN -DEC.
3721
AL-OOO-155-4
001
H K PORTERS CO CONNORS STEEL
D TO AVONDALE C
Cll
1. 240001
COOLING
JAN.-DEC.
3312
AL-000-179-1
001
MCWANE CAST IRON PIPE CD
AVONDALE! C
Gil
0 712001
BOTH
JAN -DEC.
3321
AL-000-326-3
002
*
COAL C
G12
0 387000
PROCESS
JAN. -DEC.
1211
AL-000-325-5
004
*
COAL C
012
0 774001
PROCESS
JAN -DEC.
1211
AL-000-074-4
001
MEAD CORP-WOODWARD IRON MULGA
VILLAGE C
G12
0 027800
PROCESS
JAN.-DEC.
1211
AL-000-074-4
002
«
VILLAGE C
G12
0.013900
PROCESS
JAN. -DEC.
1211
AL-000-074-4
003
*
VILLAGE C
G12
0.027800
PROCESS
JAN. -DEC.
1211
AL-000-074-4
004

SHORT C
G12
0.013900
PROCESS
JAN.-DEC
1211
AL—000-074-4
005
*
SHORT C
G12
O. 043300
PROCESS
JAN -DEC.
1211
AL-000-074-4
006
*
L SHORT C
G12
1. 140002
PROCESS
JAN -DEC.
1211
AL-000-074-4
007
*
L SHORT C
C12
0.025400
PROCESS
JAN -DEC
1211
AL-000-074-4
008

L SHORT C
012
0 018600
PROCESS
JAN. -DEC.
1211
AL-000-074-4
009
s
L SHORT C
C12
0. 012700
PROCESS
JAN -DEC.
1211
AL-000-074-4
010
*
L SHORT C
G12
0 835001
PROCESS
JAN. -DEC.
1211
AL-000-074-4
Oil
*
ROCK C
G12
0. 049000
PROCESS
JAN. -DEC.
1211
AL-000-074-4
012
*
ROCK C
G12
0.089700
PROCESS
JAN.-DEC.
1211
AL-000-074-4
013
*
ROCK C
G12
0. 758001
PROCESS
JAN. -DEC.
1211
fit
2
2
z
m
m
33
(ft

-------
TABLE 3-2. (Continued)
NPDES NUMBER
PIPE NO.
FACILITY NAME
RECEIVING WATER NAME
REACH NO.
FLOW (CFS)
TYPE
AL-000-209-7
001
ALLIED CHEMICAL CORP
D TO VILLAGE
C
012
0 111000
PROCESS
AL-OOO-170-8
001
CELOTEX CORP
D TO VILLAGE
C
G12
0. 341O01
COOLING
AL-000-353-1
001
REPUBLIC STEEL CORP
VILLAGE-
C

G12
3.310004
PROCESS
AL-000-364-6
002
US STEEL CORP-FAIRFIELD WORKS
VILLAGE
C

G12
8 660008
PROCESS
AL—000—364—6
003
*
VILLAGE
C

G12
0 572001
COOLING
AL-000-364-6
004
*
VILLAGE
C

G12
1. 310002
PROCESS
AL-000-364-6
00 S
*
VILLAGE
C

G12
1. 240001
COOLU'3
AL-000-364-6
006
*
VILLAGE
C

G12
0.155000
COOI ' NG
AL-000-364-6
007
*
VILLAGE
C

G12
0.030900
PROCESS
AL-000-364-6
008
*
VILLAGE
C

G12
12. 700020
30TH
AL-000-364-6
009
*
VILLAGE
C

G12
9. 390009
BOTH
AL-000-340-9
002
BIRMINGHAM STOVE & RANGE CO
D TO VILLAGE
C
G12
0. 000619
COOLING
AL-000-340-9
003
*
D TO VILLAGE
C
G12
0. 023800
BOTH
AL-002-937-8
001
AMERICAN CAST IRON PIPE CO
VILLAGE
C

G12
0.0774CO
PROCESS
AL-000-373-5
001
SOUTHERN ELECTRIC STEEL CO
VILLAGE
C

012
0. 6340'" 1
COOLINO
AL-000-085-0
001
BIRMINGHAM FABRICATING CO
VILLAGE
C

G12
0. 20i';00
COOLING
AL-002-364-7
050
JEFFERSON CO-VILLAGE C STP
VILLAGE
C

G12
58 F00050
PROCESS
AL—002—291—9
001
JEFFERSON CD COMM-WESTWOOD PL
VENISON
B

012
0. 1U6000
PROCESS
AL-000-353-7
001
CHCVRON USA INC
SHORT C
TO LOCUST F
C13
0 111000
CCJOLING
AL-002-714-6
001
ALABAMA POWER CO-MILLCR STEAM
LOCUST F

013
4 QQ0003
DOTH
AL-OOO-172-4
001
ALABAMA BY-PRODUCTS
COAL C


G14
0.851001
PROCESS
AL-OOO-172-4
002
*
PRESCOTT C

G14
0.083500
PROCESS
AL-OOO-172-4
003
*
PRESCOTT C

014
0.130000
PROCESS
AL-OOO-172-4
005
•
PRESCOTT C

014
0.055700
PROCESS
SEASON	SIC «1
JfN. -DEC.	2863
JAN -DEC.	2932
JAN. -DEC.	3312
JAN.-DEC.	3312
JAN -DEC.	3312
JAN.-DEC.	3312
JAN.-DEC	3312
JAN -DEC.	3312
JAN. -DEC.	3312
JAN -DEC.	3312
JAN -DEC.	3312
JAN. -DEC.	3321
JAN -DEC.	3321
JAN. -DEC.	3321
JAN -DEC.	3323
JAN.-DEC.	3461
JAN -DEC.	4952
JAN -DEC.	1952
JAN -DEC.	2931
JAN -DEC	4911
JAN.-DEC.	1211
JAN.-DEC.	1211
JAN -DEC.	1211
JAN -DEC.	1211

-------
TABLE 3-2. (Continued)
NPDES NUMBER
PIPE NO.
FACILITY
NAME
RECEIVING WATER NAME
REACH NO
FLOW 
TYPE
SEASON
SIC »1
AL-000-172-4
006


PRESCOTT C
G14
0.041800
PROCESS
JAN -DEC.
1211
AL—000—172-4
007
*

COAL C ,
I!
G14
2. 230003
PROCESS
JAN -DEC.
1211
AL-000-172-4
003
*

PRESCOTT C
G14
0 125000
PROCESS
JAN. -DEC
1211
AL—000—172-4
010
*

PRESCOTT C
014
1 500001
PROCESS
JAN -DEC.
1211
AL-000-172-4
Oil
$

PRESCOTT C
014
1 610002
PROCESS
JAN -DEC
1211
AL-000-172-4
012
$

PRESCOTT C
C14
1 540002
PROCESS
JAN. -DEC.
1211
AL—002—684—1
001
ALABAMA OXYGEN
CO INC
OPOSSUM C
G18
0 159000
BOTH
JAN -DEC.
2813
AL-000—322—1
001
KOPPERS CO INC

OPOSSUM C
018
0 217000
PROCESS
JAN. -DEC.
2869
AL—000—364—6
010
%

OPOSSUM C
018
0. 990001
BOTH
JAN. -DEC.
3312
AL-000-364-6
Oil
*

OPOSSUM C
G18
0.061900
COOLING
JAN -DEC.
3312
AL-000-364-6
012
*

OPOSSUM C
C18
0 006190
COOLING
JAN -DEC.
3312
AL-000-364-6
013
$

OPOSSUM C
G18
0 001550
COOLING
JAN -DEC.
3312
AL-000-364-6
014
«

OPOSSUM C
G18
0. 325000
BOTH
JAN -DEC.
3312
AL-000-364-6
015
$

OPOSSUM C
G18
0 217000
COOLING
JAN. -DEC.
3312
AL-000-364-6
016


OPOSSUM C
G18
0 033500
COOLING
JAN -DEC
3312
AL-000-364-6
017
*

OPOSSUM C
018
0. 015500
COOLING
JAN -DEC.
3312
AL-000-364-6
018
*

OPOSSUM C
018
0 006190
COOLINO
JAN -DEC.
3312
AL-000-364-6
019
*

OPOSSUM C
G18
0 217000
COOLING
JAN -DEC.
3312
AL-000-364-6
020
*

OPOSSUM C
G18
0 020100
COOLINO
JAN -DEC
3312
AL-000-364-6
021
*

OPOSSUM C
G18
0 023200
COOLINO
JAN. -DEC.
3312
AL-000-364-6
022
«

OPOSSUM C
G18
3 250003
BOTH
JAN -DEC.
3312
AL-000-364-6
023
*

LITTLE C
G18
0. 774001
BOTH
JAN. -DEC.
3312
AL-000-364-6
025
$

OPOSSUM C
G18
38.700030
BOTH
JAN.-DEC.
3312
AL-000-364-6
026
»

OPOSSUM C
018
4. 490005
BOTH
JAN -DEC.
3312
o
Z
m
ro
9
CO

-------
TABLE 3-2. (Continued)
NPDES NUMBER
PIPE NO.
FACILITY NAME
RECEIVINO WATER NAME
REACH NO.
FLOW 
TYPE
SEASON
SIC #1
AL-000-364-6
027
*
OPOSSUM C

018
4.690003
BOTH
JAN. -DEC.
3312
AL-000-068-0
001
KOPPERS CO INC
OPOSSUM C
[•

G18
5. 350006
PROCESS
JAN -DEC.
3312
AL-000-068-0
003
*
OPOSSUM C

018
1 240001
PROCESS
JAN. -DEC.
3312
AL-000-068-0
004
*
OPOSSUM C

018
1. 370002
PROCESS
JAN -DEC.
3312
AL-000-068-0
005
*
OPOSSUM C

018
0. 774001
PROCESS
JAN -DEC.
3312
AL-000-068-0
006
*
OPOSSUM C

618
4.180005
PROCESS
JAN. -DEC.
3312
AL-000-068-0
002
*
OPOSSUM C

G18
0.613001
PROCESS
JAN. -DEC.
3313
AL-000-364-6
029
*
VALLEY C

G17
1. HOOOl
BOTH
JAN. -DEC.
3312
AL-000-327-1
001
US PIPE & FOUNDRY-BESSEMER
VALLEY C

019
0.928001
PROCESS
JAN. -DEC.
3321
AL—000-327-1
002
*
VALLEY C

G19
0.077400
PROCESS
JAN. -DEC.
3321"
AL-003-007-4
001
METRO METALS
VALLEY C

019
0. 003B70
BOTH
JAN. -DEC.
3398
AL—000-401-4
001
BIRMINGHAM PLATING WORKS INC
VALLEY C

G19
0.023200
PROCESS
JAN. -DEC.
3471
AL-000-098-1
001
PULLMAN-STANDARD
VALLEY C

019
0.046400
COOLING
JAN. -DEC.
3743
AL-002-363-3
001
JEFFERSON CO COMM- VALLEY C
VALLEY C

019
34. 100060
PROCESS
JAN. -DEC.
4952
AL-002-301-9
001
JEFFERSON CO-CARRAIGE HILLS
MOORE'S BK

G19
0.774001
PROCESS
JAN.-DEC.
4952
AL—000—251—8
001
BLACK DIAMOND COAL CO
BLUE C

G20
1.390002
PROCESS
JAN -DEC.
1211
AL-002-160-1
001
BLACK DIAMOND COAL - N JOHNS
BLUE C

G20
0. 077400
PROCESS
JAN.-DEC.
1211
AL—002-803—7
OOl
BRISTOL STEEL «< IRON WORKS
BLUE C - VALLEY C
G20
0. 007740
BOTH
JAN -DEC.
3312
AL-000-362-0
001
US STEEL CORP - CONCORD MINE
TR OF LICK
C
G21
0 021700
PROCESS
JAN -DEC.
1211
AL—000-362-0
002
*
TR OF LICK
C
G21
0. 003730
PROCESS
JAN -DEC.
1211
AL-000-362-0
003
*
LICK C

G21
0.413001
PROCESS
JAN. -DEC.
1211
AL-000-362-0
004
*
TR OF LICK
C
G21
1.080001
PROCESS
JAN. -DEC.
1211
AL—000-180—5
001
PEABODY COAL
TR OF MUD (
c
G22
1.550002
PROCESS
JAN.-DEC.
1211
AL-OOO-180-3
002
*
WOOKS C

G22
0.619001
PROCESS
JAN -DEC.
1211

-------
TABLE 3-2. (Continued)
NPDES NUMBER PIPE NO	FACILITY NAME	RECEIVING WATER NAME REACH NO. FLOW (CFS) TYPE	SEASON SIC #1
AL-OOO-180-5 003	DICK GUT B	G22	0 464001 PROCESS JAN -DEC. 1211
AL-002-687-5 001	US STEEL-OAK GROVE MINE	RACCOON IB	G23	0.038700	OTHER	JAN -DEC. 1211

-------
TABLE 3-3.
PRIORITY POLLUTANT CONCENTRATIONS (.ppb) NEAR BIRMINGHAM, AL
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC
CALC
CALC.
CALC
CALC. .
CALC.



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
19
ISOPHORONE
0.
00000
0
00092
0
00060
0.
00060
0 OOOOO
0
00055
0
00035
0
OOOOO
460
OOOOO


0.
00000
0
02790
0
01820
0.
01820
0 OOOOO
0
01030
0.
00722
0
OOOOO


23
ARSENIC
0
08B90*
0.
23500*
0
18500*
0.
26900*
1.68000*
0.
38500*
0
32200*
0
32900*
0
02000


2.
51000*
7
16000*
5
62000*
8
18000*
5. 87000*
7.
20000*
6.
67000*
4
12000*


25
BERYLLIUM
0
00000
0.
00000
0.
00000
0
00000
0 OOOOO
0.
OOOOO
0
OOOOO
0
36100*
0
08710


0
00000
0
00000
0
00000
0.
00000
0 OOOOO
0.
OOOOO
0.
OOOOO
4
51000*


26
CADMIUM
0.
15100
0.
29000
0
24200
0
38400
2 85000*
0
58800*
0
45700
0
55200*
0
49800


4.
25000*
8
83000*
7.
37000*
11.
70000*
9 95000*
10
90000*
9
48000*
6
89000*


27
CHROMIUM
2
71000
1
65000
2
02000
4.
58000
51 30000*
8
44000
5
61000
6
34000
50
OOOOO


76
60000*
50
30000*
61.
50000*
139
OOOOO*
179 OOOOO*
158
OOOOO*
116
OOOOO*
79
20000*


28
COPPER
1.
51000
0.
92600
1.
13000
2.
55000*
28 50000*
4
69000*
3
12000*
3
71000*
2.
27000


42.50000*
2B
20000*
34
30000*
77.
70000*
99 50000*
87
70000*
64
BOOOO*
46
40000*


2?
CYANIDES
0.
30100
0
58100
0.
48400
0.
76900
5.70000*
1
18000
0
91400
0
83200
1
40000


8
51000*
17.70000*
14. 70000*
23
40000*
19. 90000*
21
90000*
18
90000*
10
40000*


30
LEAD
1.
02000
0
80800
0.
88300
1.
85000
19 40000
3
30000
2
26000
2
59000
21
OOOOO


20
90000*
24
60000*
26. 90000*
56
40000*
67. 60000*
61
70000*
46
80000*
32
40000*


31
MERCURY
0
01210
0
18900*
0
12800*
0.
13900*
0 22800*
0.
14600*
0
16300*
0
38700*
0
08000


0
34000*
5
75000*
3
89000*
4
24000*
0. 79600*
2
74000*
3
38000*
4
84000*


32
NICKEL
1
96000
1
19000
1.
46000
3
31000
37 10000*
6
10000
4
05000
4
69000
26
30000


55
30000*
36
50000*
44
50000*
101.
OOOOO*
129.OOOOO*
114
OOOOO*
83
90000*
58
70000*


33
SELENIUM
0
03010
0.
20900
0
14700
0
17500
0 57000
0
20800
0
20400
0
20200
9
70000


0
85100
6
36000
4
4B000
5
35000
1 99000
3
89000
4
23000

53000


34
SILVER
0
25600*
0
34500*
0
31400*
0
55600*
4 85000*
0
91100*
0
67000*
0
9IBOO*
0
00900


7
23000*
10
50000*
9
5B000*
16
90000*
16.90000*
17
OOOOO*
13
90000*
11
50000*


35
THALLIUM
0
00000
0
19100
0.
12500
0
12500
0 OOOOO
0
1150O
0
14200
0
13600
4
OOOOO


0
00000
5
81000*
3
79000
3
79000
0 OOOOO
2
14O0O
*¦»
C-
94000
1
70000


36
ZINC
3
76000
2.
47000
2.
92000
6.
48000
71 30000*
11
BOOOO
7
92000
8
63000
33
70000


106
00000*
75.10000*
88
90000*
197.
OOOOO*
249 OOOOO*
221
OOOOO*
164. OOOOO*
10B. OOOOO*


46
CHLOROMETHANE
0.
00000
0
00000
0.
00000
0
OOOOO
0 OOOOO
CL
OOOOO
0.
00138
0
OOOOO
2
OOOOO


0
00000
0
00000
0.
00000
0
OOOOO
0. OOOOO
0.
OOOOO
0.
02850
0.
OOOOO


47
DICHLOROMETHANE
0.
00753
0
04090
0
02930
0.
03640
0.14300
0
04520
0
04460
0
04360
2
OOOOO


0
21300
1.
24000
0.
89300
1.
11000
O 49700
0.
84500
0
92400
0.
5450O



-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
Z
o
z
m
m
33
CO
PRIORITY
POLLUTANT
CALC.
POINT 1
CALC.
POINT 2
CALC.
POINT 3
CALC.
POINT 4
CALC.
POINT S
CALC.
POINT 6
CALC.
POINT 7
CALC.
POINT 8
48
CHLORODIBROMO-
0.
00241
0.
00143
0.
00178
0.
00406
0.
04360
0
00750
0.
00497
0.
00525

HETHANE
0.
06810
0.
04420
0.
03440
0.
12400
0.
13900
o.
14000
0.
10300
0
0636O
49
DICHLQROBROMO-
0
00979
0.
00390
0.
00725
0.
01630
0.
18500
0.
03050
0.
02020
0.
02130

METHANE
o.
27700
o.
17900
0.
22100
0.
30300
0.
64600
0.
36900
0.
41900
0.
26&00
91
TRICHLOROMETHANE
0.
07980
0.
04B10
0.
05910
0.
13500
1.
31000
0.
2480O
0
16500
0.
20100


2.
23000*
1.
46000
1.
80000
4.
09000*
5
27000*
4.
64000*
3.
42000*
2.
31000*
93
TETRACHLQRO-
0
02260
0.
01360
0.
01670
0.
03810
0
42800
0
07030
0.
04660
0
04920

METHANE
0.
63800
0
41400
0
30900
1.
16000
1.
49000
1.
31000
0.
96700
0
61300
34
DICHLORO-
0
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
00138
0
OOOOO

DIFLUOROMETHANE
0.
OOOOO
o.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
02850
0
OOOOO
S3
CHLOROETHANE
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
00138
0.
OOOOO


0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
02850
0
OOOOO
36
1.1-DICHLORO-
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
00138
0.
OOOOO

ETHANE
0
OOOOO
o.
ooooo
0
OOOOO
O.
OOOOO
0.
OOOOO
o.
OOOOO
0.
02850
o.
OOOOO
37
1.2-DICHLORO-
0
00256
o.
00134
0
00190
0.
00432
0.
04B50
0.
00796
0.
00666
0
00558

ETHANE
0.
07230
0.
04690
0.
05780
o.
13200
0.
16900
0.
14900
0.
13800
0
06970
38
1.1.1-TRICHLORO-
0
01660
0.
00999
0.
01230
o.
02790
0.
31400
0.
051 50
0.
03420
0
03610

ETHANE
0.
46800
0.
30400
0.
37400
0.
85100
1.
09000
0.
96300
0.
70900
0.
45100
39
1.1. 2-TRICHLORO-
0.
00678
0.
00409
0.
00502
0
01140
0.
12800
o
02110
0.
01390
0
01480

ETHANE
0.
19100
0.
12400
0.
15300
0.
34800
0
44800
o.
39400
0.
29000
0.
18400
60
1. 1. 2. 2-TETRA-
0.
19600
0.
11900
0.
14600
0.
33100
3.
71000*
0.
60900
0.
40400
0
43900

CHLOROETKANE
3.
53000*
3.
62000»
4.
44000*
10
10000*
12.90000*
11.
40000*
8.39O0O*
5
49000*
63
1.l-DICHLORO-
0
OOOOO
0.
00183
0
00120
0
00120
0.
OOOOO
0
00110
0.
00070
0
OOOOO

ETHENE
0
OOOOO
0
05570
0
03650
0.
03630
0.
OOOOO
o.
02050
0.
01440
0
OOOOO
63
TRICHLOROETHENE
0.
OOOOO
0.
00183
0.
00120
0.
00120
0.
OOOOO
0.
OOllO
0
00070
0.
OOOOO


0
OOOOO
0.
05570
0.
03650
0.
03650
0.
OOOOO
0.
0205O
0.
01440
0.
OOOOO
66
TETRACHLORO-
0.
OOOOO
0
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
01360

ETHENE
0
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
17000
70
HEXACHLOROCYCLO-
0.
OOOOO
0.
00017
0.
00011
0.
00011
0.
OOOOO
0.
00010
0
00007
0
00145

PENTADIENE
0.
OOOOO
0
00529
0.
00346
0.
00346
0.
OOOOO
0.
00193
0.
00137
0
01810
72
BIS (2-CHL0R0-
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.
00138
0
OOOOO

ETHYL) ETHER
0.
OOOOO
0.
OOOOO
o.
OOOOO
o.
OOOOO
0.
OOOOO
0.
OOOOO
0
0295O
0.
OOOOO
CRITERIA
3 OOOOO
2.10000
2 60000
3000 OOOOO
7.OOOOO
5300 OOOOO
2. 70000
1.80000
I 30000
21 OOOOO
2. OOOOO
O. 39000
0.42000

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PPIOR 1TY
CALC
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
73
BIS (2-CHLDRO-
0
00000
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00138
0
ooooo
1 1
50000

ISOPPOPYL) ETHER
0
ooooo
0
ooooo
0
ooooo
0
ooooo
. 1
0
ooooo
0
ooooo
0
02e50
0
ooooo


74
2-CHLOROETHYL
0
00000
0
ooooo
0
ooooo
0
f 1
ooooo
0
ooooo
0
ooooo
0
00138
0
ooooo



VINYL ETHER
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
02850
0
ooooo


75
4-BROMOPHENYL
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00014
0
ooooo
6
20000

PHENYL ETHER
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00285
0
ooooo

76
4-CHLOROPHENYL
0
ooooo
0
ooooo
O
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00014
0
ooooo



PHENYL ETHER
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
002B5
0
ooooo


77
EISC 2-CHLORO—
0
ooooo
0
03630
0
02370
0
02370
0
ooooo
0
021 BO
0
02900
0
ooooo



ETKOXY) METHANE
0
ooooo
1
1 1000
0
72300
0
72300
0
ooooo
0
40700
0
60200
0
ooooo


78
BENZENE
0
00904
0
00636
0
00729
0
01580
0
17100
0
02B70
0
01970
0
03330
15
OOOOO


0
25500
0
19400
O
22200
0
4B200
0
59700
0
53500
0
40B0O
0
41600


85
ETHYLBENZENE
0
ooooo
0
00092
o
00060
0
00060
0
ooooo
0
00055
0
00035
0
001 56
1100
OOOOO


0
ooooo
0
02790
0
01820
0
O1820
0
ooooo
0
01030
0
00722
0
01950


87
TOLUENE
0
03460
0
04080
0
03870
0
07140
0
65600
o
11900
0
09670
0
09780
17
40000


0
97800
1
24000
1
18000
2
1800O
2
29000
2
24000
1
79000
1
22000


90
PHENOL
1
17000
0
72700
0
ee2oo
1
<77000
22
20000
3
67000
o
44000
2
56000
600
OOOOO


33
20000
22
10000
26
90000
60
70000
77
60000
68
50000
50
60000
31
90000



-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
8
m
z
o
m
m
a>
V)
co
I
107 ACENAPHTHENE
108 ACENAPHTHYLENE
116 DIEENZO (A. H>
ANTHRACENE
118 FLUORENE
119	INDENO <1.2.3-CD)
PYRENE
120	NAPHTHALENE
121 PHENANTHRENE
129 ACRYLONITRILE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
0 00018
0 00557
0 00018
0 00557
0 00026
0 OHIO
0 00018
O 00557
0 00036
0 01110
0 01820
0 55300
O 00018
0 00557
0 OOOOO
0 OOOOO
O 00012
0 00364
0 00012
0 00364
0 00024
0 00723
0 00012
0 00364
0 00024
O 00723
0 01190
0 3620O
0.00012
0 00364
0 OOOOO
0 OOOOO
O 00012
0 00364
0 00012
O 00364
O 00024
O 00723
0 00012
0 00364
0 00024
0 00723
0 01190
0 36200
O 00012
0 00364
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0.OOOOO
0 OOOOO
0. OOOOO
0 OOOOO
0 OOOOO
0 00011
0 00205
0 00011
0 00205
0 00O22
0 00407
0 00011
0 00205
0 00022
0 00407
01090
20400
00011
00205
0 OOOOO
P OOOOO
0 00007
0 00144
0 00007
0 00144
0 00028
0 00573
0 00007
0 00144
0 00028
0 00573
0 01380
0 28700
0 00007
0 00144
0 00138
0 02850
CRITERIA
20 OOOOO
0 05400
143 OOOOO
0 OBOOO

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16
19 ISOPHORONE
0 00000
0 00000
0 00000
0 00000
0 07400
O 11300
O O0471
O 08060
0 00468
0 07560
0 00000
0 00000
O 00000
O 00000
0 ooooo
o ooooo
ANTIMONY
0 ooooo
o ooooo
0 ooooo
o ooooo
0	74000
1	13000
0 04^10
0 80600
0 046B0
O 75600
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
z
a
23
ARSENIC
0
02960*
0
26900*
19
80000*
1
51000*
3
15000*
0
OOOOO
0
ooooo
0


1
65000*
14
50000*
30
40000*
25
80000*
50
90000*
0
OOOOO
0
ooooo
0
25
BERYLLIUM
0
03250
0
03220
55
60000*
U
56000*
3
54000*
4
89000*
0
ooooo
4


1
80000*
1
73000*
85
10000*
60
90000*
57
20000*
347
OOOOO*
0
ooooo
193
26
CADMIUM
0
04960
0
2B900
77
20000*
5
17000*
6
79000*
6
06000*
0
ooooo
5


e.
76000*
15
60000*
ne
OOOOO*
88
50000*
109
OOOOO*
429
OOOOO*
0
ooooo
238
27
CHROMIUM
0
56900
0
56600
74
30000*
5
24000
5
21000
6
06000
0
ooooo
5


31
70000
30
50000
114
OOOOO*
89
70000*
84
10000*
429
OOOOO*
0.
ooooo
238
26
COPPER
0
33400
0
33200
65
90000*
4
49000*
4
47000*
6
06000*
0
ooooo
5


18
60000*
17
90000*
101
OOOOO*
76
90000*
72
20000*
429
OOOOO*
0
ooooo
238
29
CYANIDES
0
07480
0
55400
152
OOOOO*
10
10000*
13
40000*
10
70000*
o
ooooo
10


4
16000*
29
80000*
232
OOOOO*
174
OOOOO*
216
OOOOO*
757
OOOOO*
o
ooooo
420
30
LEAD
0
23300
0
47100
83
50000*
5
740O0
7
36000
6
06000
0
ooooo
5


12
90000
25
40000*
128
ooooo*
98
30000*
119
OOOOO*
429
OOOOO*
o
ooooo
23B
31
MERCURY
0
03480
0
27400*
72
60000*
4
87000*
6
49000*
4
89000*
0
ooooo
4


1
94000*
14
80000*
111
ooooo*
83
30000*
105. OOOOO*
347
OOOOO*
o
ooooo
193
32
NICKEL
0
42200
0
41900
70
20000*
4
85000
4
82000
6
06000
o
ooooo
5


23
50000
22
60000
108
ooooo*
82
90000*
77
BOOOO*
429
OOOOO*
0
ooooo
238
33
SELENIUM
0
01810
0
25800
19
50000*
1
47000
3
120O0
0
OOOOO
0
ooooo
0


1
01000
13
90000*
29
80000*
25
20000*
50
40000*
0
ooooo
0
ooooo
0
34
SILVER
0
O8260*
0
32200*
74
90000*
5
06000*
6
69000*
0
ooooo
0
ooooo
O


4
59000*
17
30000*
115
OOOOO*
86
60000*
10B
OOOOO*
0
ooooo
0
ooooo
0
35
THALLIUM
0
01220
0.
25200
19
30000*
1
45000
3
10000
0
ooooo
0
ooooo
0


0
68000
13
60000*
29
50000*
24
90000*
50
10000*
0
ooooo
0
ooooo
0
36
ZINC
0
77600
1.
OlOOO
97
70000*
7
26000
8
87000
6
06000
0
ooooo
5


43
20000*
54
40000*
153
OOOOO*
124
OOOOO*
143
OOOOO*
429
ooooo*
0
ooooo
238
46
CHLOROMETHANE
0
OOOOO
0
OOOOO
0
27600
0
01760
0
01750
1.
12000
0.
ooooo
1


0
OOOOO
0
OOOOO
0
42300
0
30100
0
2D200
79
50000*
0
ooooo
44
CRITERIA
460 OOOOO
120 OOOOO
0 02000
0 08710
0	49800
50 OOOOO
2 27000
1	40000
21 OOOOO
0 08000
26 30000
'? 7 0000
O 00900
4 OOOOO
33 70000
2	OOOOO

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16
47 DICHLOROMETHANE
0 00372
O 21800
0 05190
2 79000*
4 05000*
6 19000*
0 30500
5 21000*
0.63400
10 20000*
0 97900
69 40000*
0 00000
O 00000
0 96300
38 50000*
48 CHLORODIBROMO-
METHANE
0.00047
0 02620
0 00047
0.02520
O 01550
0 02370
O 00141
O 02410
O 00140
0 02260
O 00000
0 00000
0 00000
0 00000
0 00000
O 00000
49 DICHLOR03ROMO-
METHANE
0 00192
O 10700
0 00190
0 10200
0 06280
O 09620
0 00573
O 09790
0. 00569
O 09190
0 00000
O 00000
0 00000
O 00000
0 00000
0 00000
51 TRICHLOROMETHANE
0	01810
1	01000
0 01790
0 96600
0	66000
1	01000
0 05830
0 99800
0 05790
0 93600
0 00000
0 00000
O 00000
0 00000
0 00000
0 ooooo
52 TETRACHLORO-
METHANE
0 00442
0 24600
0 00439
0 23700
0 28300
0 43300
0 02200
0 37700
0 02190
0 35300
0 48900
34 70000*
0 OOOOO
0 OOOOO
0 48200
19 30000*
55 CHLOROETHANE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 27600
O 42300
0 01760
O 30100
0 01750
0 28200
0.97900
69 40000
0 OOOOO
O OOOOO
0 96300
38 50000
56 1.1-DICHLORO-
ETHANE
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 97900
69 40000
O OOOOO
0 OOOOO
0 96300
38 50000
57 1.2-DICHL0R0-
ETHANE
0 00050
O 0279O
00050
02680
0 01640
O 02520
0 00150
O 02560
0 00149
O 02400
0 97900
69 40000*
0 OOOOO
O OOOOO
0 96300
38 50000*
58 1. 1. 1-TRICHLORO-
ETHANE
O 00324
0 18000
00322
17300
0.10600
0 16300
O 00969
O 16600
O 00963
0. 15500
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
59 1.1,2-TRICHLORO-
ETHANE
0 00133
O 07380
00132
07090
0 04350
O 06660
0 00396
O 06780
0 00394
O 06360
0 97900
69 40000*
0 OOOOO
O OOOOO
0 96300
38 50000*
60 1.1.2.2-TETRA-
CHLORUETHANE
O 03960
2. 19000*
0 03930
2. 12000*
1 26000
1 92000*
0	11600
1	98000*
0	11500
1	85000*
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
66 TETRACHLORO-
ETHENC
O 00122
0 06800
0 00121
0 06540
0 OOOOO
0.OOOOO
0 00110
0 01890
0 00110
0 01770
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
70 HEXACHLOROCYCLO-
PENTADIENE
0 00013
0 00724
0 00013
0 00696
O OOOOO
0 OOOOO
0 00012
0 00201
0 00012
0.00189
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
77	DIS < 2-CHLORO—
ETHOXY) METHANE
78	BENZENE
79 CHLORODENZENE
O OOOOO
0 OOOOO
0 00299
0 16600
O OOOOO
0 OOOOO
0.04790
2 58000
00297
15900
OOOOO
OOOOO
3 85000
5 89000
0 42300
0 64800
0 OOOOO
0 OOOOO
O 28900
4 94000
O 02960
O 50700
O OOOOO
0 OOOOO
0 61800
9.99000
0 02950
0 47600
O OOOOO
0 OOOOO
0 OOOOO
0. OOOOO
0 56100
39 70000*
O 48900
34 70000*
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 55200
22 10000«
0 48200
19 30000
CRITFRIA
2 OOOOO
2 OOOOO
2 10000
2 60000
7 OOOOO
5300 OOOOO
2 70000
1	80000
2	OOOOO
0 39000
15 OOOOO
20 OOOOO

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC.	CALC	CALC.	CALC	CALC.	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16
HI
Z
O
30
in
85 ETHYLBENZENE
0 00014
0 00780
O 00014
0 00750
5 33000
8 16000
O 33900
5 80000
0 33700
5 44000
O OOOOO
0 OOOOO
0. OOOOO
0 OOOOO
O OOOOO
O OOOOO
87 TOLUENE
0.00880
0 48900
0.03270
1 76000
7.84000
12.OOOOO
0.52900
9 05000
0 69100
11 20000
0 56100
39 70000*
0 OOOOO
0 OOOOO
0 55200
22 10000*
90 PHENOL
0 23000
12 80000
0 25300
13 60000
15 20000
23 20000
1. 19000
20 40000
1 35000
21 80000
0 56100
39 70000
0 OOOOO
O OOOOO
O 55200
22 10000
99 PARA-CHLORO-
META-CRESOL
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 22700
0.34800
0 01450
0 24800
0 01440
0 23200
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
too 4.6-DINITRO-
ORTHO-CRESOL
0 00000
O OOOOO
0 OOOOO
0 OOOOO
0 11400
0 17400
0 00723
O 12400
0 00719
0 11600
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
102 DIETHYL-
PHTHALATE
0 00061
O 03400
0 00061
0 03270
0 OOOOO
0 OOOOO
O 00055
O 00944
0 00055
0 00885
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
103 DI-N-BUTYL-
PHTHALATE
0 00007
0 00390
0 00007
0 00375
2 66000*
4 08000*
0 16900*
2 90000*
0 16800*
2 72000*
0 OOOOO
0 OOOOO
OOOOO
OOOOO
0 OOOOO
0 OOOOO
104 DI-N-OCTYL-
PHTHALATE
0 00007
O 00390
O 00007
O 00375
2 70000
4 14000
O. 17200
2. 94000
0 17100
2.76000
0 OOOOO
0 OOOOO
OOOOO
OOOOO
0 OOOOO
0 OOOOO
105 BIS(2-ETHYL-
HEXYL) PHTHALATE
O 00040
O 02240
0 00040
0.02150
1 08000
1 65000
0 06910
1. 18000
O 06870
1.11000
O OOOOO
O.OOOOO
OOOOO
OOOOO
O OOOOO
O OOOOO
116 DIBENZO (A,H>
ANTHRACENE
0 OOOOO
0. OOOOO
0 00048
0 02580
0 03850
0 05890*
0 00289
0. 04940
0 00618
0 09990*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
119 1NDEN0(1> 2> 3—CD)
PYRENE
O. OOOOO
0 OOOOO
0.00048
0.O250O
O 03850
O 05890
0 00289
O 04940
0 006IB
O 09990
0 OOOOO
0 OOOOO
O OOOOO
0.OOOOO
0 OOOOO
O OOOOO
120 NAPHTHALENE
0 OOOOO
0 OOOOO
0 02390
1.29000
1	93000
2	95000
0 14400
2 47000
0 30900
4 99000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
CRITERIA
UOO OOOOO
17 40000
600 OOOOO
9 70000
12 80000
0 06000
0 00500
10 OOOOO
0 05400
143 OOOOO

-------
TABLE 3-3.
(Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
m
z
o
z
&
JJ
(rt
PRIORITV
POLLUTANT
1	ACROLEIN
2	ALDRIN
3	ALPHA-BHC
4	BETA-BHC
5	GAMMA-OHC
(LINDANE)
6	DELTA-BHC
9 DDE
11 DIELDRIN
12 ALPHA-ENDOSULFAN
15 ENDRIN
18	HEPTACHLOR
EPOXIDE
19	ISOPHORONE
22 ANTIMONY
23 ARSENIC
25 BERYLLIUM
26 CADMIUM
CALC
POINT 17
0 05860
0 44600
0 00059*
0 00446*
0 00293
0 02230*
0 00293
0 02230
0 00293
0 02230
0 00293
0 02230*
0 00059*
0 00446*
0 00059*
0 00446*
0 00059
0 00446
0 00059
0 00446*
0 00059*
0 00446*
0 00000
0 00000
0 29300
2 23000
13 20000*
101 00000*
40 lOOOO*
305. 00000*
55 40000*
421 00000*
CALC
POINT 18
0 00648
0 09130
0 00006*
0 00091*
0 00032
0 00457
0 00032
0 00457
0 00032
0 00457
O 00032
0 00457
O 00006
0 00091*
0 00006*
O 00091*
0 00006
O 00091
O 00006
O 00091
O 00006
0 00091*
0 00422
0 05950
0	07460
1	05000
4 30000*
60 70000*
7.62000*
107 00000*
12 20000*
173 00000*
CALC
POINT 19
0 00648
0 09130
0 00006*
0 00091*
0 00032
0 00457
0 00032
0 00457
0 00032
0 00457
0 00032
0 00457
0 00006
0 00091*
0 00006*
0 00091*
0 00006
O 00091
0 00006
0 00091
0 00006
0 00091*
0 00422
0 05950
0	07460
1	05000
4 30000*
60 70000*
7 62000*
107 00000*
12 20000*
173 00000*
CALC
POINT 20
0 00000
O 00000
0 00000
0 00000
0 00000
0 00000
0 00000
O 00000
0 00000
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
o ooooo
o ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
227 OOOOO*
454 OOOOO*
0 OOOOO
0 OOOOO
227 OOOOO*
454 OOOOO*
CALC
POINT 21
O 00589
O 00500
0 00006*
0 00085*
O 00029
O 00425
O 00029
O 00425
0 00029
O 00425
0 00029
O 00425
0 00006
0 00085*
0 00006*
0 000B5*
0 00006
O 00085
0 00006
0.00005
0 00006
0 00085*
0 00384
O 05540
0 06790
0 97900
6 08000*
87.70000*
6 94000*
100. OOOOO*
13 30000*
192 OOOOO*
CALC
POINT 22
0	00589
0	08500
0	00006*
0	00085*
0	00029
0	00425
0	00029
0	00425
0	00029
0	00425
0	00029
0	00425
0	00006
0	00085*
0 00006*
0	00085*
0 00006
0	00085
0	00006
0 00085
O 00006
0	00085*
0 00384
0	05540
0 06790
0.97900
6	08000*
87	70000*
6 94000*
100 OOOOO*
13 30000*
192 OOOOO*
CALC
POINT 23
0 00165
O 05570
O 00002
0 00056*
O 00008
0 00278
O 00008
O 00278
0 00008
O 00278
0 00008
O 00278
0 00002
0 00056*
0 00002
0 00056*
0 00002
O 00056
0 00002
0 00056
O 00002
0 00056*
0 00107
O 03630
0 01900
0	64100
1	70000*
57 40000*
1. 94000*
65 60000*
3 73000*
126. OOOOO*
CALC
POINT 24
0 00165
O 05570
0 00002
0 00056*
O OOOOB
0 00278
o ooooe
0 00278
0 OOOOB
0 0027B
0 00008
0 0027B
O 00002
0 00056*
0 00002
O 00056*
0 00002
O 00056
O 00002
O 00056
O 00002
O 00056*
0 00107
0 03630
0 01900
0	64100
1	70000*
57 40000*
1 94000*
65 60000*
3 73000*
126 OOOOO*
CRITERIA
1 20000
0 00005
0 01600
0 02800
0 05400
0 02100
0 00023
0 00005
0 04200
0 00200
0 00023
460 OOOOO
120 OOOOO
0 02000
0 O8710
0 49800

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 30 POINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
2
n
5
m
m-
a
at
27
CHROMIUM
97
10000*
15
40000
15
40000
0
OOOOO
14
ooooo
14
ooooo
3
93000
3
93000
50
OOOOO


738
00000#
217. 00000*
217
ooooo*
0.
OOOOO
202
ooooo*
202
ooooo*
133
OOOOO*
133
OOOOO*


CD
COPPER
72
20000*
12
00000*
12
ooooo*
0
OOOOO
10
90000*
10
90000*
3
06000*
3
06000*
2
27000


549
OOOOO*
169
00000*
169
ooooo*
0
OOOOO
158
ooooo*
158
ooooo*
103
OOOOO*
103
OOOOO*


29
CYANIDES
109
00000*
24
20000*
24
20000*
454
OOOOO*
26
30000*
26
30000*
7.
37000*
7
37000*
1
40000


832
00000*
341
00000*
341
ooooo*
907
OOOOO*
379
ooooo*
379
ooooo*
249
OOOOO*
249
OOOOO*


30
LEAD
73
40000*
14
70000
14
70000
227
ooooo*
1 5
60000
15
60000
4
36000
4
36000
21
OOOOO


558
00000*
20B
ooooo*
208.OOOOO*
4 54
ooooo*
225
ooooo*
225
ooooo*
147
OOOOO*
147
OOOOO*


31
MERCURY
51
30000*
11
50000*
11.
50000*
227
ooooo*
12
60000*
12
60000*
3
54000*
o
54000*
0
08000


389
00000*
162
ooooo*
162
ooooo*
454
ooooo*
182
ooooo*
182
ooooo*
119
OOOOO*
119
OOOOO*


32
NICKEL
81
50000*
13
40000
13
40000
0
ooooo
12
10000
12
10000
3.
40000
3
40000
26
30000


619
00000*
188
ooooo*
188
ooooo*
0
ooooo
175
ooooo*
175
ooooo*
115
OOOOO*
115
OOOOO*


33
SELENIUM
12
00000*
4
14000
4.
14000
227
ooooo*
5
93000
5
93000
1
66000
1
66000
9
70000


91
4Q000+
58
40000*
SB
40000*
454
ooooo*
85
50000*
85
50000*
56
OOOOO*
56
OOOOO*


34
SILVER
51
70000*
11
70000*
11
70000*
227
ooooo*
12
80000*
12
80000*
3
59000*
3
59000*
0
00900


393
00000*
165
OOOOO*
165
oooco*
454.
ooooo*
185
OOOOO*
185
OOOOO*
121
OOOOO*
121
OOOOO*


35
THALLIUM
11
10000*
A
02000*
4.
02000*
227
ooooo*
5
82000*
5
82000*
1
63000
1
63000
4
OOOOO


84
40000*
56. 70000*
56
70000*
454
ooooo*
83
90000*
83
90000*
55
OOOOO*
55
OOOOO*


36
ZINC
129
00000*
22
30000
22
30000
227
ooooo*
22
50000
22
50000
6
29000
6
29000
33
70000


985
00000*
315.
OOOOO*
315.
OOOOO*
454
ooooo*
324.
OOOOO*
324
OOOOO*
212.
OOOOO*
212
OOOOO*


38
PCB-I221
0
00059*
0.
00006
0
00006
0
ooooo
0
00006
0
00006
0
00002
0
00002
0
00020


0.
00446*
0.
00091*
0.
00091*
0.
ooooo
0
000B5*
0
00085*
0
00056*
0
00056*


3?
PCB-1232
0
00059*
0
00006
0
00006
0
ooooo
0
00006
0
00006
0.
00002
0
00002
0
00020


0
00446*
0
00091*
o
00091*
0
ooooo
0
OOOB5*
0
00085*
0
00056*
0
00056*


40
PCE-1242
0
00059*
0
00006
0
00006
0.
ooooo
0
00006
0
00006
0
00002
0
00002
0
00020


0.
00446*
0
00091*
0
00091*
0
ooooo
0.
000B5*
0
00085*
0.
00056*
0
00056*


41
PCB-1248
0
00059*
0
00006
0
00006
0
ooooo
0
00006
0
00006
0
00002
0
00002
0
00020


0
00446*
0.
00091*
0
00091*
0
ooooo
0
00085*
0
00085*
0
00056*
0
00056*


44
2-CHLORO-
0
00059
0
00006
0
00006
0
ooooo
0
00006
0
00006
0
00002
0
00002



NAPHTHLENE
0
00446
0.
00091
0
00091
0
ooooo
o
00085
0
00085
0
00056
o
00056


4b
CHLOROMETHANE
1.
10000
0.
13800
0
13B00
0
ooooo
0.
12500
0
12500
0
03510
0
03510
2
OOOOO


8
39000*
1.
94000
1.
94000
0
ooooo
1
B1000
1
81000
1.
18000
1
18000



-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC.	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
47 DICHLOROMETHANE
4e CHLORODIBROMO-
METHANE
49	DICHLOROBROMO-
METHANE
50	TRIBROMOMETHANE
51 TRICHLOROMETHANE
52	TETRACHLORO-
METHANE
53	TRICHLOROFLUORO-
METHANE
54	DICHLORO-
DIFLUQROMETHANE
55	CHLOROETHANE
56	1,1-DICHLORO-
ETHANE
57	1,2-DICHLORO-
ETHANE
58	1.1, 1-TRICHLORO-
ETHANE
59	1, 1, 2-TRICHL0R0-
ETHANE
60	1, 1, 2, 2-TETRA-
CHLOROETHANE
62	CHLOFOETHENE
(VINYL CHLORIDE)
63	1,1-DICHLORQ—
ETHEIJE
3	35000*
25 40000*
0 10800
0 82300
0	26000
1	9BOOO
O 02930
0	22300
1	70000
12 90000*
0 95100
7 23000*
O 05860
0 44600
0 05860
O 44600
O 97100
7 38000
0	97100
7 38000
1	02000
7	70OOO*
0	34100
2	59000
1	11000
8	44000*
4	06000*
30 90000*
0 05660
0 44600
0 05860
O 44600
0	94200
13	30000*
0	01320
0	18600
0	03390
0	47800
0	00324
0	O4570
0	24000
3	39000*
0	12500
1	76000
O	00648
O	09130
0	00648
O	09130
0	12300
1	73000
0	10700
1	51000
0	11400
1	61000
0	04640
O	65400
0	12600
1	78000
0	55200
7	77000*
0	00648
0	09130
0	00648
0. 09130
O	94200
13	30000*
0	01320
O	18600
O	03390
0	47B00
O	00324
O	04570
0	24000
3	39000*
0	12500
1	76000
O	00648
O	09130
0	00648
0	09130
0	12300
1	73000
0	10700
1	51000
0	11400
1	61000
0	04640
0	65400
0	12600
1	78000
0	55200
7	79000*
0	00648
0	09130
0	00648
0	09130
45 40000*
90 70000*
0.00000
0 00000
O 00000
0 00000
0 00000
O 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
O 00000
0 00000
0 00000
0 ooooo
0 ooooo
0 ooooo
o ooooo
1 29000
IB 60000*
01200
17400
03080
44500
00295
04250
0 21900
3 16000*
0	11400
1	64000
0 00589
0 0B500
0 00589
0 08500
0	11200
1	62000
0	09770
1	41000
0	10400
1	50000
O 04220
O 60900
0	11500
1	66000
0 50300
7.25000*
0 00589
0 08500
0 005R9
0 OB500
1 29000
18 60000*
0 01200
O 17400
O 030B0
O 44500
0 00295
O 04250
0 21900
3 16000*
0	11400
1	64000
O 00589
O 08500
0 00589
0 08500
0	1120O
1	62000
0	09770
1	41000
0	10400
1	50000
O 04220
O 60900
0	11500
1	66000
0 50300
7 25000*
0 005B9
0 08500
0 005S9
O 08500
0 36100
12 20000*
O 00337
0 11400
00B64
29100
00083
02790
0 06130
2 07000
0	03180
1	07000
0 00165
O 05 570
0.00165
O 05570
0	03140
1	0600O
O 02730
0 92300
O 02920
0 9B400
O 01180
O 39900
0	03220
1	09000
0 14100
4.75000*
0 00165
0.05570
0 00165
0 05570
0 36100
12 20000*
O 00337
O 11400
0 00864
O 29100
0 00083
0 02790
0 06130
2 07000
0	03180
1	07000
0 00165
0 05570
0 00165
0 05570
0	03140
1	06000
0 02730
0 92300
0 02920
0 98400
0 01180
0 39900
0	03220
1	09000
0 14100
4 75000*
0 00165
0 05570
0 00165
0 05570
2	OOOOO
2 OOOOO
2	OOOOO
2	10000
2	60000
32000 OOOOO
3000	OOOOO
7	OOOOO
5300 OOOOO
2	70000
1	80000
517	OOOOO
1	30000

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT



PRIORITY
CALC
CALC
CALC
CALC
CALC
CALC
CALC
CALC





POLLUTANT
POINT 17
POINT 18
POINT 19
POINT 20
POINT 21
POINT 22
POINT 23
POINT 24
CRITERIA


64
TRANS-DICHLORO-
0 05860
0 00648
0
00648
0
00000
0.
00589
0
00589
0
00165
0
O0165
620
OOOOO



ETHENE
0 44600
0 09130
0.
09130
0
00000
0
08500
0
08500
0
05570
0
05570




65
TRICHLOROETHENE
0 05860
0 00648
0
00648
0
00000
0
00589
0
00589
0
00165
0
00165
21
OOOOO




0 44600
0.09130
0
09130
0.
ooooo
0
08500
O
08500
0
05570
O
05570




66
TETRACHLORO-
0 02930
Q. 00423
0
00423
0
00000
0.
00385
0
00385
0
001 OB
O
00108
2
OOOOO



ETHENE
0 22300
0 05960
0
05960
0.
ooooo
0
05550
0
O5550
0
03640
0
03640




67
1. 2-DICHL0R0
0 05860
0 00648
0
00648
0
ooooo
0
00589
0
00589
0
00165
0
00165
200
OOOOO



PROPANE
0 44600
0 09130
0
09130
0
ooooo
0
08500
O
08500
0
05570
O
05570




66
1. 3-DICHLORO-
0 05860
0 00648
0
00648
0
ooooo
0
00589
0
00589
0
00165
o
00165
0
63000



PROPENE
0 44600
0 09130
0
09130
0
ooooo
0
08500
0
08500
0
05570
0
05570




6?
HEXACHLORO-
0 01470
0.00162
0
00162
0
ooooo
0
00147
0
00147
0
00041
0
00041
0
77000



BUTADIENE
0.11100
0 02280
0
02280
0
ooooo
0.
02130
0
02130
0
01390
0
01390




70
HEXACHLOROCYCLO-
0 00000
0 OOOll
0
00011
0
ooooo
0.
00010
0
00010
0
00003
0
00003
0
39000
00


PENTADIENE
0 00000
0 00148
0
00148
0
ooooo
0
00138
O
O0138
0
00091
0
00091


1
ro

72
BIS (2-CHL0R0-
0 05860
0 00648
0
00648
0
ooooo
0
00589
0
00589
0
00165
0
O0165
0
42000
4*


ETHYL) ETHER
0. 44600
0 09130
0
09130
0
ooooo
0.
08500
0
08500
0
05570
0
05570




73
BIS (2-CHL0R0-
0.05860
0 00648
0
00648
0
ooooo
0
00589
0
00589
0
00165
0
00165
11
50000



ISOPROPYL > ETHER
0.44600
0 09130
0
09130
0
ooooo
0
08500
0
08500
0
05570
0
05570




74
2—CHLOROETHYL
0 05860
0 00648
0
00648
0
ooooo
0
00589
0
00589
0
00165
0
00165





VINYL ETHER
0 44600
0.09130
0
09130
O
ooooo
0
08500
0
08500
0
05570
o
05570




75
4-BROMOPHENYL
0.00586
0 00065
0
00065
0
ooooo
0
00059
0
00059
0
00017
0
00017
6
20000



PHENYL ETHER
0 04460
0 00913
0
00913
0
ooooo
0
00850
0
00850
0
00557
0
00557




77
BIS<2-CHL0R0-
2 22000
0.80300
0
80300
45.40000
1
16000
1.
16000
0
32600
0
32600





ETHOXY) METHANE
16 90000
11 30000
11
30000
90.
70000
16
OOOOO
16
80000
10
90000
10
•70000




78
BENZENE
0.75900
0.11000
0
11000
0
ooooo
0
10000
0
10000
0
0?010
0
02010
15
OOOOO




5 77000
1 56000
1.
56000
0
ooooo
1
43000
1
4 5000
0
94900
0
94900




79
CHLOROBENZENE
0. 48600
0 05370
0
05370
0
ooooo
0
04880
0
04880
0.
01370
0
01370
20
OOOOO




3 69000
0.75600
0
75600
0
ooooo
0.
70400
0
70400
0.
46100
0
46100




81
1.3-DICHLORO-
0 02930
0 00324
0
00324
0
ooooo
0
00295
0
00295
0
00083
0
00083
230
OOOOO



BENZENE
0 22300
0 04 570
0
04570
O
ooooo
0
04250
o.
04250
0
02790
0
02790


8
82
1.4-DICHLORO-
0 01470
0 00162
0
00162
0
ooooo
0
00147
0
00147
0
00041
o
00041
190
OOOOO
m
z
o
z
m

BENZENE
0 11100
0 02280
0
02200
0
ooooo
0
02130
0
02130
0
01390
0
01390


S
v>

-------
TABLE 3-3. (Continued).
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 17
CALC
POINT 18
CALC
POINT 19
CALC
POINT 20
CALC
POINT 21
CALC
POINT 22
CALC
POINT 23
CALC
POINT 24
CRITERIA
83 1.2,4-TRICHL0R0-
BENZENE
85 ETHYLBENZENE
86 NITROBENZENE
m
z
ci
87 TOLUENE
88	2. 4-DINITR0-
TOLUENE
89	2. 6-DINITRO-
TOLUENE
90	PHENOL
91 2-CHL0R0PHEN0L
92	2. 4-DICHLORO-
PHENOL
93	2.4,6-TRICHLORO-
PHENOL
94	PENTACHLORO-
PHENOL
95	2-NITROPHENOL
96 4-NITROPHENOL
97	2,4-DINITRO-
PHENOL
98	2.4-DIMETHYL-
PHENOL
99	PARA-CHLORO-
META-CRESOL
0 00586
0 04460
3 53000
26 90000
0 02930
0.22300
5 90000
44 90000*
0 02930
0 22300
0 02930
0 22300
29 40000
223 00000
0 02930
O 22300
0 02930
O 22300
0 01470
0 11100
0 00586
0 04460
O 02930
0 22300
0 02930
0 22300
0 01470
0 11100
0 02930
0 22300
0.04970
0 37800
0 00065
0 00913
0 69400
9 79000
0 00324
0	04570
1	27000
17 90000*
0 00324
0 04570
0 00324
0 04570
4 47000
62 90000
0 00324
0 04570
0 00324
0 04570
0 00162
0 02280
0 00065
0 00913
O 00324
O 04570
0. 00324
O 04570
0 00162
O 02280
0 00324
O 04570
O 01840
0 25900
0 00065
0 00913
0 69400
9 79000
0 00324
0	04570
1	27000
17 90000*
0 00324
O 04570
O 00324
0 04570
4 47000
62 90000
0 00324
0 04570
0 00324
O 04570
0 00162
O 02280
0 00065
O 00913
0 00324
0 04570
0 00324
0 04570
0 00162
0 02280
0 00324
O 0457O
O 01940
0 25900
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
22 70000*
45 40000*
0 00000
0 00000
0 ooooo
0 ooooo
22 70000
45 40000
O OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0.ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 00059
0 00850
0 63200
9 11000
0 00295
0	04250
1	38000
19 90000*
0 00295
0 04250
0 00295
0 04250
4 28000
61 80000
0 00295
0 04250
0 00295
0 04250
0 00147
0 02130
0 00059
O 00850
0 00295
0 04250
0 00295
0 04250
0 00147
0. 02130
0 00295
O 04250
O 01600
0 24200
0 00059
0 00850
0 63200
9 11000
O 00295
0	04250
1	38000
19 90000*
0 00295
0 04250
0 00295
0 04250
4 28000
61 80000
0 00295
0 04250
0 00295
O 04250
0 00147
0 02130
0 00059
O 00850
O 00295
0 04250
0 00295
O 04250
00147
02130
00295
04250
01680
24200
0 00017
0 00557
0 17700
5.97000
0 00083
O 02790
0 38500
13 OOOOO
0 00083
0.02790
0 00083
0	02790
1	19000
40 40000
0 00083
0 02790
O 00083
0 02790
0 00041
O 01390
0 00017
O 00557
O 00033
0 02790
0 00083
O 02790
0 00041
O 01390
0 00083
O. 02790
O 00470
O 15900
0 00017
0 00557
0 17700
5 97000
0 00083
0 02790
0 38500
13 OOOOO
0 00083
0 02790
0 00083
0	02790
1	19000
40 40000
0 00083
0 02790
0 00083
0 02790
0 00041
0 O1390
0 00017
0 00557
0 00083
O 02790
0 00083
0 O2790
0 00041
0 01390
0 00083
O 02790
0 00470
0 15900
13	OOOOO
1100	OOOOO
30	OOOOO
17	40000
0	74000
600	OOOOO
0	30000
0	40000
52	OOOOO
6	20000
9	70000
9	70000
68	60000
9	70000
9	70000
m
m
33
w

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC.	CALC.	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 1? POINT 20 POINT 21 POINT 22 POINT 23 POINT 24	CRITFRIA
100 4,6-DINITRO-
0 02480
0 00922
0 00922
0 00000
0 OOB39
0 00839
0 00235
0 00235
12 80000

ORTHO-CRESOL
0.
18900
0
12900
0
12900
0
00000
0
12100
0
12100
0
07930
0
07930


101
DIMETHYL—
0
01470
0.
00162
0
00162
0.
00000
0
00147
0
00147
0.
00041
0
00041
0
16000

PHTHALATE
0
11100
0.
02280
0
02280
0
00000
o
02130
0
02130
0
01390
0
01390


102
DIETHYL-
0
01470
0
00211
0
00211
0.
00000
0
00192
0
00192
0
00054
0
00054
0
06000

PHTHALATE
0
11100*
0.
02980
0
02980
0
00000
0
02780
0
02780
0
01820
0
01820


103
DI-N-BUTYL-
1
77000*
0
34700*
0
34700*
0
00000
0
31600*
0
31600*
0
08840*
0
08840*
0
00500

PHTHALATE
13.
40000*
4
89000*
4.
89000*
o.
ooooo
4
56000*
4
56000*
2
98000*
2
98000*


104
DI-N-OCTYL-
1.
77000
0
34900
0.
34900
0
00000
0
31800
0
3ieoo
0
08890
0
08890



PHTHALATE
13
40000
4
92000
4.
92000
0
ooooo
4
58000
4
58000
3
OOOOO
3
OOOOO


105
BIS(2-ETHYL-
0
70700
0
13900
0
13900
0
ooooo
0
12700
0.
127O0
0.
03570
0
03570
10
OOOOO

HEXYL) PHTHALATE
5.
37000
1.
97000
1
97000
0
ooooo
1
84000
1.
84000
1.
20000
1
20000


106
BUTYL BENZYL-
0.
00293
0
00032
0
00032
0
ooooo
0
00029
0
00029
0
00008
0
00008



PHTHALATE
0
02230
0
00457
0
00457
0
ooooo
0
00425
0
00425
0
00278
0
00278


107
ACENAPHTHENE
0
00586
0
00065
0
00065
0
ooooo
0
00059
0
00059
0
00017
0
00017
20
OOOOO


0.
04460
0
00913
0
00913
0
ooooo
0
00850
0
00850
0
00557
0
00557


108
ACENAPHTHYLENE
0
00586
0.
00065
0
00065
0.
ooooo
0
00059
0.
00059
0
00017
0
00017




0
04460
0
00913
0
00913
0
ooooo
0
00850
0
00850
0
00557
0
00557


109
ANTHRACENE
0
00586
0
00065
0
00065
o
ooooo
o.
00059
0
00059
0
00017
0
00017




0
04460
0
00913
0
00913
0
ooooo
0
00850
0
00850
0
00557
0
00557


no
BENZO (A)
0
00059
0
00006
0
00006
0
ooooo
0
00006
0
00006
0
00002
0
00002



ANTHRACENE
0.
00446
0
00091
0
00091
o.
ooooo
0
00085
0
00085
0
00056
0
00056


113
BENZO (GHI)
0
00059
0.
00006
0
00006
0
ooooo
0
00006
0
00006
0
00002
0
00002



PERYLENE
0
00446
0
00091
0
00091
0
ooooo
0
00085
0
00085
0
0O056
0
00056


115
CHRYSENE
0
00059
0.
00006
0.
00006
0
ooooo
0
00006
0.
00006
0
00002
0
00002




0
00446
0.
00091
0
00091
0.
ooooo
0.
00085
0
00085
0
00056
0
00056


116
DIBENZO (A. H>
0.
02220
0
00803
0
00803
0.
45400*
0
01160
0
01160
0
00325
0
00325
0
05400

ANTHRACENE
0
16900*
0
11300*
0
11300*
0
90700*
0
16800*
0.
16800*
0
10900*
0
10900*


117
FLUORANTHENE
0
00586
0
00065
0
00065
o
ooooo
0.
00059
0
00059
0
00017
0
00017
200
OOOOO


0
04460
0
00913
0
00913
o
ooooo
o
00050
0
00850
0
00557
0
00557


Z
o
z
m
m
33
to-
ne FLUORENE
0 00SB6
0.04460
0 00065
0 00913
0. 00063
0.00913
O 00000
0 00000
O 00059
0.00850
0 00059
0 00850
0 00017
0 00537
0 00017
0 00557

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
119	INDENO<1, 2, 3-CD)
PYRENE
120	NAPHTHALENE
121 PHENANTHRENE
PYRENE
124 DIPHENYL-
NITROSAMINE
129 ACRYLONITRILE
0 02220
0	16900
1	14000
8 66000
0 00586
0 04460
0 00059
0 00446
0 00293
0 02230
0 05860
O 44600*
0 00803
O 11300
0 40500
5 70000
O 00065
0 00913
0 00006
O 00091
0 00032
0 00457
0 00648
0 09130*
0 00003
0 11300
0 40500
5 70000
0 00065
O 00913
0 00006
0 00091
0 00032
0 00457
0 00648
O 09130*
0 45400
0 90700
22 ?0000
45 40000
0 00000
0 00000
0 00000
o ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 01160
0 16800
0 58400
8 43000
0 00059
0 00850
0 00006
O 00085
O 00029
0 00425
0 00589
O 03500*
01160
16800
0 58400
8 43000
00059
00850
00006
00085
0 00029
0 00425
0 00589
0.08500*
0 00325
0 10900
0 16400
5 52000
0 00017
0 00557
0 00002
0 00056
O 00008
0 00278
0 00165
O 05570
O 00325
0 10900
0 16400
5 52000
0 00017
0 O0557
0 00002
0 00056
0 00008
0 00278
0 00165
0 05570
143 OOOOO
0 08000
CJ
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ro
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X
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-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 23
POINT 26
POINT 27
POINT 28
POINT 29
POINT 30
POINT 31
POINT 32
CRITERIA
1
ACROLEIN
0 00000
0.
45100
0.
12700
0.
O9540
0
OOOOO
0
09420
0
08840
0
OOOOO
1
20000


0.00000
0
74700
0.
74700
0
25200
0
OOOOO
0
24600
0
23800
0
OOOOO


8
DDD
0 00000
0
00451*
0
00127*
0
00095*
0
OOOOO
0
00094*
0
000B8*
0
OOOOO
0
00023


0 00000
0.
00747*
0
00747*
0
00232*
0
OOOOO
0
00246*
0
00238*
0
OOOOO


9
DDE
0 00000
0
00451*
0
00127*
0
00095*
0
OOOOO
0
00094*
0
00088*
0
OOOOO
0
00023


0.00000
0
00747*
0
00747*
0
00252*
0
OOOOO
0.
00246*
0
00238*
0
OOOOO


10
DDT
0.00000
0
00451*
0
00127*
0
00095*
0
OOOOO
0
00094*
0
00088*
0
OOOOO
0
00023


0 ooooo
0
00747*
0
00747*
0.
00252*
0
OOOOO
0
00246*
0
0023B*
0
ooooo


S3
ARSENIC
o ooooo
0
OOOOO
0
OOOOO
1
43000*
25
80000*
4
60000*
7
42000*
12
60000*
0
02000


0 ooooo
0.
OOOOO
0
OOOOO
3
77000*
459
ooooo*
12
OOOOO*
19
90000*
506
ooooo*


25
BERYLLIUM
o ooooo
141
OOOOO*
39
80000*
32
10000*
0.
ooooo
31.
60000*
29
70000*
0
ooooo
0
08710


0 ooooo
234
OOOOO*
234
OOOOO*
84
60000*
0
ooooo
82
70000*
79
90000*
0
ooooo


26
CADMIUM
0.ooooo
141.
OOOOO*
39
80000*
34
50000*
25.
80000*
37
30000*
38
10000*
12
60000*
0
49800


0 ooooo
234
OOOOO*
234
OOOOO*
91
10000*
459
ooooo*
97
40000*
103
OOOOO*
506
ooooo*


27
CHROMIUM
0. ooooo
141
OOOOO*
39
80000
75
60000*
0
ooooo
74
70000*
70
10000*
0
ooooo
50
OOOOO


0.ooooo
234
OOOOO*
234
OOOOO*
199
OOOOO*
0
ooooo
195
OOOOO*
189
OOOOO*
0
ooooo


28
COPPER
0 ooooo
141
OOOOO*
39
80000*
56
30000*
0.
ooooo
55
60000*
52
20000*
o
ooooo
2
27000


0 ooooo
234
OOOOO*
234
ooooo*
149.
OOOOO*
o
ooooo
145
OOOOO*
140
OOOOO*
0
ooooo


2?
CYANIDES
0 ooooo
282
OOOOO*
79.70000*
69
OOOOO*
51.
60000*
74
50000*
76
20000*
25
30000*
1
40000


0 ooooo
467
ooooo*
467
ooooo*
182
OOOOO*
919
ooooo*
195
OOOOO*
205
OOOOO*
1010
ooooo*


30
LEAD
0 ooooo
141.
ooooo*
39
80000*
48
50000*
25
80000*
51
10000*
51
OOOOO*
12
60000
21.
OOOOO


o.ooooo
234
ooooo*
234
ooooo*
128
ooooo*
459
ooooo*
133
ooooo*
137
ooooo*
506
ooooo*


31
MERCURY
0 ooooo
141
ooooo*
39
BOOOO*
30
ooooo*
25
80000*
32.
80000*
33
90000*
12
60000*
0
08000


0. ooooo
234
ooooo*
234
ooooo*
79
30000*
459.
ooooo*
85
BQOOO*
•71
30000*
506
ooooo*


32
NICKEL
o ooooo
141
ooooo*
39
00000*
63
60000*
0
ooooo
62
70000*
58
90000*
0
ooooo
26
30000


0 ooooo
234.
ooooo*
234
ooooo*
168
ooooo*
O
ooooo
164
OOOOO*
159.
OOOOO*
0
ooooo


33
SELENIUM
0 ooooo
6
38000
1
80000
1
83000
25
80000*
5
OOOOO
7.
79000
12
60000*
9
70000


0. ooooo
10.
60000*
10
60000*
4
84000
459.
ooooo*
13
10000*
20.
90000*
506
ooooo*


34
SILVER
0. ooooo
141.
ooooo*
39.
80000*
33
90000*
25.
80000*
36
70000*
37
60000*
12
60000*
0
00900


0. ooooo
234.OOOOO*
234
ooooo*
89
60000*
459
ooooo*
95
90000*
101.
OOOOO*
506
ooooo*


35
THALLIUM
0 ooooo
6
38000*
1.
30000
1
35000
25
80000*
4
53000*
7.
35000*
12
60000*
4.
OOOOO


0. ooooo
10
60000*
10
60000*
3
56000
459
ooooo*
11
80000*
19
BOOOO*
506
ooooo*


Z
o
X
m
m
30
U>

-------
TABLE 3-3. (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 25 POINT 26 POINT 27 POINT 2B POINT 29 POINT 30 POINT 31 POINT 32	CRITERIA
36
ZINC
0
00000
141
ooooo*
3"?
80000*
92
60000*
25
BOOOO
94
60000*
91
90000*
12
60000
33
70000


0
00000
234
ooooo*
234
OOOOO*
244
ooooo*
459
OOOOO*
247
ooooo*
247
OOOOO*
506
ooooo*


37
PCB-1016
0
00000
0
01280*
0
00360*
0
00270*
0
OOOOO
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0
00712*
0
ooooo
0
00696*
0
00673*
0
ooooo

3B
PCB-1221
0
00000
0
01280*
0
00360*
0
00270*
0
ooooo
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0
00712*
0
ooooo
0
00696*
0
00673*
0
ooooo


39
PCE-1232
0
00000
0
01280*
0
00360*
0
00270*
0
ooooo
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0
00712*
0
ooooo
0
00696*
0
00673*
0
ooooo


40
PCB-1242
0
00000
0
01280*
0
00360*
0
00270*
0.
ooooo
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0
00712*
0
ooooo
0
00676*
0
00673*
0
ooooo


41
PCB-1248
0
00000
0
01280*
0
00360*
0.
00270*
0
ooooo
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0
00712*
0
ooooo
0
00696*
0
00673*
0
ooooo


42
PCB-1254
0
00000
0
01280*
0
00360*
0
00270*
0
ooooo
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0
00712*
0
ooooo
0
00696*
0
00673*
0
ooooo

43
PCB-1260
0
00000
0
01280*
0
00360*
0
00270*
0
ooooo
0
00266*
0
00250*
0
ooooo
0
00020


0
00000
0
02110*
0
02110*
0.
00712*
o
ooooo
0
00696*
0
00673*
0
ooooo

44
2-CHLORO-
0
00000
0
01280
0
00360
0
00270
0
ooooo
0
00266
0
00250
0
ooooo



NAPHTHLENE
0
00000
0
02110
0
02110
0
00712
0
ooooo
0
00696
0
00673
0
ooooo


46
CHLOROMETHANE
0
ooooo
1
73000
0
48800
0
36500
0
ooooo
0
36100
0
33800
0
ooooo
2
ooooo


0
ooooo
n
06000*
2
86000*
0.
96400
0
ooooo
0
94200
0
91 100
0
ooooo

47
DICHLOROMETHANE
0
ooooo
1
73000
0
46800
0
4e6oo
5
16000*
1
12000
1
67000
1
53000*
2
ooooo


0
ooooo
c.
86000*
2
86000*
1
28000
91
90000*
2.
92000*
4
49000*
101
ooooo*

48
CHL.ORODIBRQMQ-
0
ooooo
0
451O0
0
12700
0
134O0
0
ooooo
0
13200
0
124O0
0
ooooo



METHANE
0
ooooo
0
74700
0
74700
0
354O0
0
ooooo
0
34600
0
33500
0
ooooo


4?
DI CHLOROBROriO—
0
ooooo
0
45100
0
12700
0
25300
0
ooooo
0
24900
0.
23400
0
ooooo
2
ooooo

METHANE
0
ooooo
0
74700
0
747O0
0
667O0
0
ooooo
0
65200
0
63000
0
ooooo

51
TRICHLOROMETHANE
0
ooooo
1
73000
0
48800
1
65000
0
ooooo
1
63000
1
53000
0
ooooo
2
10000


0
ooooo
2
86000*
2
86000*
4
35000*
0
ooooo
4
25000*
4.
11000*
0
ooooo

52
TETRACHLORO-
0
ooooo
0
22600
0
06370
0
41 100
0
ooooo
0.
40500
0
3BOOO
0
ooooo
2
60000

METHANE
0
ooooo
0.
373O0
0
37300
1
OBOOO
0
ooooo
1
06000
1
02000
0
ooooo

53
trichlorofluoro-
0
ooooo
0.
45100
0
12700
0
09540
0
ooooo
0
09420
0
0B940
0
ooooo
32000
ooooo

METHANE
0
ooooo
0
74700
0.
74700
0
25200
0
ooooo
0
24600
0
23800
0
ooooo


-------
TABLE 3-3 (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC.	CALC	CALC	CALC	CALC.
POLLUTANT	POINT 25 POINT 26 POINT 27 POINT 20 POINT 29 POINT 30 POINT 31 POINT 32
54
DICHLORO-
0
ooooo
0.
45100
0
12700
0
09540
0
ooooo
o
09420
0.
08840
0

DIFLUOROMETHANE
0.
ooooo
0.
74700
0
74700
0.
25200
0
ooooo
0
24600
0
23800
0
55
CHLOROETHANE
0.
ooooo
1.
73000
0
48800
0
36500
0
ooooo
0
36100
0
33800
0


0
ooooo
2.
86000
2
86000
0
96400
0
ooooo
0
94200
0
91100
0
56
1. 1-DICHLORO-
0
ooooo
1
28000
0
36000
0
26900
0
ooooo
0
26600
0
25000
0

ETHANE
0
ooooo
2.
11000
c.
11000
0
71200
0
ooooo
0
69600
0
67300
0
57
1. 2-DICHL0R0-
0.
ooooo
1.
73000
0
48800
0
40600
0
ooooo
0
40100
0
37700
O

ETHANE
0
ooooo
2.
86000
2
86000
1.
07000
0
ooooo
1
05000
1
OlOOO
O
58
1. 1. 1 -TR ICHLORO-
0
ooooo
0.
ooooo
0
OOOOO
0
26600
0
ooooo
0
26300
0
24700
0

ETHANE
0
ooooo
0
ooooo
0
OOOOO
0
70200
0
ooooo
0
68600
0
66400
O
59
1.1, 2-TRICHLORO-
0
ooooo
1.
28000
0.
36000
0
37900
0
ooooo
0.
37400
0
35100
0

ETHANE
0.
ooooo
2
11000
2
11000
0
99900
0
ooooo
0
97700
0.
94500
0
60
1. 1, 2, 2-TETRA-
0
ooooo
0
63800
0
18000
3
28000*
0
ooooo
3
24000*
3
04000*
0

CHLOROETHANE
0
ooooo
1
06000
1
06000
8
66000*
0
ooooo
8
46000*
8
18000*
0
65
TRICHLOROETHENE
0
ooooo
0
45100
0
12700
0.
09540
0
ooooo
0
09420
0
08840
0


0
ooooo
0
74700
o.
74700
0
25200
0
ooooo
o
24600
0
23800
0
66
TETRACHLORO-
0
ooooo
0
22600
0
06370
0
04770
0
ooooo
0
04710
0
04420
0

ETHENE
0
ooooo
0
37300
0
37300
0
12600
0
ooooo
0
12300
0
11900
0
70
HEXACHLOROCYCLO-
0
ooooo
0
OOOOO
0
OOOOO
0
00102
0.
ooooo
0
00101
0.
00095
0

PENTADIENE
0
ooooo
0
OOOOO
0
OOOOO
0
00270
0
ooooo
0
00264
0
00255
0
72
BIS (2-CHL0R0-
0
ooooo
1.
28000*
0
36000
0.
26900
0
ooooo
0
26600
0
25000
o

ETHYL) ETHER
0
ooooo
2
11000*
2
11000*
0
71200*
0
ooooo
0
69600*
0
67300*
0
73
BIS (2-CHLORO-
0.
ooooo
1
28000
0
36000
0
26900
0
ooooo
0
26600
0
25000
0

ISOPROPYL) ETHER
0.
ooooo
n
1 1000
2
1 1000
0
71200
0
ooooo
0
69600
0.
67300
0
74
2-CHLOROETHYL
0.
ooooo
1
28000
0
36000
0.
26900
0.
ooooo
0
26600
0.
25000
0

VINYL ETHER
0
ooooo
2
11000
2
11000
0
71200
0.
ooooo
0.
69600
0
67300
0
75
4-BROMOPHENYL
0
ooooo
0.
12800
0
03600
0.
02690
0
ooooo
0
02660
0
02500
0

PHENYL ETHER
0.
ooooo
0
21100
0
21100
0
07120
0
ooooo
0
06960
0
06730
0
76
4-CHLOROPHENYL
0.
ooooo
0.
12800
0.
03600
0
02690
0
ooooo
0
02660
0.
02500
0

PHENYL ETHER
0
ooooo
0
21100
0
21100
0.
07120
o.
ooooo
0.
06960
0
06730
0
77
BIS(2-CHL0R0-
0
ooooo
1
28000
0.
36000
0
26900
5.
16000
0
90500
1
47000
2

ETHOXY) METHANE
0.
ooooo
2
11000
2
11000
0.
7120O
91
90000
2.
37000
3
96000
lOl
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
00000
ooooo
00000
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
ooooo
53000
CRITERIA
3000 OOOOO
7 OOOOO
5300 OOOOO
2 70000
1	80000
21 OOOOO
2	OOOOO
0 39000
0 42000
11 50000
6 20000

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 25
CALC
POINT 24
CALC
POINT 27
CALC
POINT 28
CALC
POINT 29
CALC
POINT 30
CALC
POINT 31
CALC
PD1NT 32
CRITERIA
m
x
o
s/
CO
BENZENE
0
00000
0
63800
0
18000
0
50200
O
ooooo
0
49 500
0
46500
0
ooooo
15
OOOOO


0
ooooo
1
o&ooo
1
06000
1
3200O
O
ooooo
1
29000
1
25000
0
ooooo


79
CHLOROBENZENE
0
ooooo
0
63900
0
18000
0
13500
O
ooooo
0
13300
0
3 2500
0
ooooo
20
ooooo


0
ooooo
1
06000
1
06000
0
35600
0
ooooo
0
34800
0
33700
0
ooooo


SO
1,2-DICHL0R0-
0
ooooo
0
63 BOO
0
18000
0
13500
O
ooooo
0
13300
0
12500
0
ooooo
44
ooooo

BENZENE
0
ooooo
1
06000
1
06000
0
35600
0
ooooo
0
34800
0
33700
0
ooooo

81
1, 3-DICHL0R0-
0
ooooo
0
63800
0
18000
0
13500
0
ooooo
0
13300
0
125O0
0
ooooo
230
ooooo

BENZENE
0
ooooo
1
06000
1
06000
0
35600
0
ooooo
0
34800
0
33700
0
ooooo

82
1, 4-DICHLORO-
0
ooooo
0
31900
0
09010
0
0675O
O
ooooo
0
06660
0
06250
0
ooooo
190
ooooo

BENZENE
0
ooooo
0
52B00
0
52B00
0
17800
O
ooooo
0
17400
0
16800
0
ooooo


83
1,2,4-TRICHL0R0-
0
ooooo
0
12800
0
03600
0
02690
0
ooooo
0
02660
0
02500
0
ooooo
13
ooooo

BENZENE
0
ooooo
0
21100
0
21100
0
0712O
O
ooooo
0
0696O
0
06730
0
ooooo


85
ETHYLBENZENE
0
ooooo
13
SOOOO
3
80000
2
B5000
0
ooooo
2
81000
2
64000
0
ooooo
1100
ooooo


0
ooooo
22
3 OOOO
22
30000
7
52000
O
ooooo
7
35000
7
It 000
0
ooooo


87
TOLUENE
0
ooooo
14
10000
3
98000
3
77000
2
58000
4
04000
4
09000
A
&
26000
17
40000


0
ooooo
23
40000*
23
40000*
9
94000
45
90000*
10
60000
11
OOOOO
50
60000*


90
PHENOL
0
ooooo
14
10000
3
98000
22
lOOOO
2
58000
22
10000
21
10000
1
26000
600
ooooo


0
ooooo
23
40000
23
40000
58
30000
45
90000
57
SOOOO
56
70000
50
60000


91
2-CHLOROPHENOL
0
ooooo
0
63800*
0
3 8000
0
13500
O
ooooo
0
13300
0
12500
0
ooooo
0
30000


0
ooooo
1
06 000*
1
06000*
0
35600*
0
ooooo
0
34800*
0
33700*
0
ooooo

92
2, 4-DICHL0R0-
0
ooooo
0.
63BOO*
0
1S000
0
13500
0
ooooo
0
13300
0
12500
0
ooooo
0
40000

PHENOL
0
ooooo
1
06000*
1
06000*
0
35600
0
ooooo
0
34800
0
33700
0
ooooo

93
2,4,6-TRICHLORO-
0
ooooo
0
31900
0
09Q10
0
06750
0
ooooo
0
06660
0.
06250
0
ooooo
52
ooooo

PHENOL
0
ooooo
0.
52800
0
52800
0
17800
O
ooooo
0
17400
0
16B00
0
ooooo


94
PENTACHLORO-
0
ooooo
0
12800
0
03600
0
02690
0
ooooo
0
02660
0
02500
0
ooooo
6
20000

PHENOL
0
ooooo
0
21100
0
21100
0.
07120
0
ooooo
0
06960
0
06730
o
ooooo

99
PARA-CHLORC-
0.
ooooo
0
OOOOO
0
OOOOO
0
22200
0
ooooo
0
21900
0
20500
0
ooooo


-------
TABLE 3-3. (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC
CALC
CALC
CALC.
CALC
CALC



POLLUTANT
POINT 25
POINT 26
POINT 27
POINT 28
POINT 29
POINT 30
POINT 31
POINT 32
CRITERIA
H
o
m
DIETHYL-
0.
00000
0
11300*
0
03190
O
02390
0
OOOOO
0
02330
0
02210
O
ooooo
O
06000

PHTHALATE
0.
00000
0
18700*
o
18700*
0
06290*
0
OOOOO
0
06150*
0
05950
0
ooooo


103
DI-N-BUTYL-
0
00000
6
85000*
1
93000*
1
45000*
0
OOOOO
1
43000*
1.
34000*
0
ooooo
0
00500

PHTHALATE
0
00000
11.
30000*
11
30000*
3
82000*
0
OOOOO
3
74000*
3
61000*
0
ooooo


104
DI-N-OCTYL-
0
00000
6
85000
1
93000
1
45000
0
OOOOO
1
43000
1
34000
0
ooooo



PHTHALATE
0
00000
11.
30000
11
30000
3
02000
0
OOOOO
3
74000
3
61000
0
ooooo


105
BIS<2-ETHYL-
0
00000
2
74000
0
77400
0
58000
0
OOOOO
0
57300
0
53800
0
ooooo
10
OOOOO

HEXYL) PHTHALATE
0
00000
4
53000
4
53000
1
53000
0
OOOOO
1
49000
1
45000
0
ooooo


106
BUTYL BENZYL-
0
00000
0
02260
0
00637
O.
00477
0
OOOOO
0
O0471
0
00442
o
ooooo



PHTHALATE
0
00000
0
03730
0
03730
O
01260
0
OOOOO
0
01230
0
01190
o
ooooo


116
DIBENZO (A. H>
0
00000
0.
OOOOO
0.
OOOOO
0
OOOOO
0
05160
0
00639
0
01220
0
02530
0
05400

ANTHRACENE
0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
91900*
0
01670
0.
O3280
1
01000*


11?
INDENOfI. 2, 3-CD)
0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
05160
0
00639
0
01220
0
02530



PYRENE
0
00000
0
OOOOO
0
OOOOO
o
OOOOO
0
91900
0
01670
0
03280
1
01000


120
NAPHTHALENE
0
ooooo
0
OOOOO
O
OOOOO
0
OOOOO
2
58000
0
31900
0
60900
1
26000
143
OOOOO


0
ooooo
0
OOOOO
0
OOOOO
o
OOOOO
45
90000
0
83500
1
64000
50
60000


128
1.2-DIPHENYL-
0
ooooo
0
22600
0
06370
0.
04770
0.
OOOOO
0
04710
0
04420
0
OOOOO
0
40000

HYDRAZINE
0
ooooo
0
37300
0.
37300
0
12600
0
OOOOO
0
12300
0
11900
0
OOOOO


S
rn
z
9
z
m
m
3D
(/>

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 33
CALC
POINT 34
CALC
POINT 35
CRITERIA
1	ACROLEIN
2	ALDRIN
0.06190
0 23000
0 00000
0 00000
0 05850
0 23000
0 00000
0 00000
0 00462
0 10900
0 00002
0 00037*
1 20000
0 00005
3 ALPHA—BHC
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00008
0 00186
0 01600
4 BETA-BHC
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00008
0 00186
O 02800
5	GAMMA-BHC
(LINDANE)
6	DELTA-3HC
8 DDD
9 DDE
10 DDT
11 DIELDRIN
12 ALPHA-ENDOSULFAN
15 ENDRIN
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00062*
0 00230*
0 00062*
0 00230*
0 00062*
0 00230*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00059*
0 00230*
0 00059*
0 00230*
0 00059*
0 00230*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
OOOOO
OOOOO
0 00008
0 00186
0 00008
0 00186
0 00003
0 00072*
0 00005
0 00109*
0 00003
0 00072*
0 00002
0 00037*
0 00002
0 00037
0 00002
0 00037
O 05400
0 02100
0 00023
0 00023
O 00023
0 00005
0 04200
0 00200
n
z
o
z
m
f\-
18	HEPTACHLOR
EPOXIDE
19	ISOPHORONE
22 ANTIMONY
23 ARSENIC
0 OOOOO
0 OOOOO
0.OOOOO
0.OOOOO
0 OOOOO
0. OOOOO
8 95000*
33 30000*
OOOOO
OOOOO
OOOOO
OOOOO
0 OOOOO
0. OOOOO
8 47000*
33 30000*
0 00002
0 00037*
0 00102
0. 02420
0 01810
0 42800
2 06000*
48 70000*
0 00023
460 OOOOO
120 OOOOO
O.02000

-------
TABLE 3-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC.
POINT 33
CALC.
POINT 34
CALC
POINT 35
CRITERIA
23
BERYLLIUM
20
80000*
19.
70000*
2
87000*
0.
08710


77
40000*
77. 40000*
67
90000*


26
CADMIUM
30
40000*
28
80000*
5
04000*
0.
49800


113
00000*
113
00000*
119.00000*


27
CHROMIUM
49.
10000
46
40000
6.
15000
50. 00000


183
00000*
183.
00000*
146
00000*


28
COPPER
36.50000*
34
50000*
4.
71000*
2.
27000


136
00000*
136
00000*
Ill
00000*


29
CYANIDES
60
80000*
57
50000*
10
00000*
1
40000


226
00000*
226.
00000*
237
00000*


30
LEAD
39
50000*
37
30000*
6
09000
21
00000


147.
00000*
147
00000*
144
00000*


31
MERCURY
27
50000*
26
00000*
4
72000*
0.
08000


102.00000*
102
00000*
112
00000*


32
NICKEL
41
20000*
38
90000*
5
27000
26
30000


153
00000*
153
00000*
125
00000*


33
SELENIUM
9.
21000
8
72000
2.
03000
9
70000


34
30000*
34
30000*
48
10000*


34
SILVER
30.
00000*
28
40000*
4.
89000*
0
00900


112
00000*
112
00000*
116
00000*


35
THALLIUM
8
90000*
8
42000*
1
99000
4
OOOOO


33
10000*
33
10000*
47.
10000*


36
ZINC
68
10000*
64
40000*
9
34000
33
70000


253
00000*
253
00000*
221
00000*


37
PCE-1016
0
00175*
0.
00166*
0.
00009
0
00020


0.
00652*
0
00652*
0
00204*


38
PCB-1221
0.
00175*
0.
00166*
0.
00010
0.
00020


0
00652*
0.
00652*
0.
00241*


39
PCB-1232
0.
00175*
0
00166*
0.
00010
0
00020


0.
00652*
0.
00652*
0.
00241*


40
PCB-1242
0.
00175*
0.
00166*
0
00010
0.
00020


0
00652*
0.
00652*
0.
00241*



-------
TABLE 3-3. (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC



POLLUTANT
POINT 33
POINT 34
POINT 35
CRITERIA
41
PCB-124B
0
00175*
0
00166*
0
00010
0
00020


0
00652*
0
00652*
0
00241*


42
PCB-1254
0
00175*
0
00166*
0
00009
0
00020


0
00652*
0
00652*
0
00204*


43
PCB-1260
0
00175*
0
00166*
0
00009
0
00020


0
00652*
0
00652*
0
00204*


44
2-CHL0R0-
0
00175
0
00166
0
00010



NAPHTHLENE
0
00652
0
00652
0
00241


46
CHLOPOMETHANE
0
23700
0
22400
0
04500
2
OOOOO


0
88200
0
88200
1
07000


47
DICHLOROMETHANE
1
92000
1
82000
0
43800
2
OOOOO


7
15000*
7
15000*
10
40000*


48
CHLORODI3R0M0—
0
08690
0
08230
0
00749



METHANE
0
32400
0
32400
0
17700


49
DICHLOROBROMO-
0
16400
0
15500
0
01630
2
OOOOO

METHANE
0
61000
0
61000
0
3B500


50
TRIBROMOMETHANE
0
OOOOO
0
OOOOO
0
00078
2
OOOOO


0
00000
0
OOOOO
0
01860


51
TRICHLOROMETHANE
1
07000
1
01000
0
11100
2
10000


3
98000*
3
98000*
2
62000*


53
TETRACHLORO-
0
26600
0
25200
0
04340
2
60000

METHANE
0.
99200
0.
99200
1
03000


53
TRICHLOROFLUORO-
0
06190
0.
05850
0
00462
32000
OOOOO

METHANE
0
23000
0
23000
0
10900


54
DICHLORO-
0
06190
0
05850
0
00462
3000
OOOOO

DIFLUOROMETHANE
0
23000
0
23000
0
10900


55
CHLOROETHANE
0
23700
0
22400
0
04150




0
88200
0
88200
0
98200


56
1.1-DICHLORO-
0
17500
0
16600
0
03460



ETHANE
0
65200
0.
65200
0
81900


57
1.2-D1CHL0R0-
0
26400
0.
24900
0
04070
7
OOOOO

ETHANE
0
9B100
0
98100
0
96400


Z
m _
m
3D
CO

-------
TABLE 3-3. (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC.
POLLUTANT	POINT 33 POINT 34 POINT 35	CRITERIA
5B
1.1.1-TRICHLORO-
0
17300
0
16300
0
01980
5300
OOOOO

ETK iNE
0
64300
0
64300
0
46700


59
1, 1.2-TRICHL0R0-
0.
24600
0
33200
0
04270
2 1
70000

EThANE
0
91500
0.
91500
1
01000


60
1.1,2,2-TETRA-
2.
13000*
2
01000*
0
23900
1
80000

CrlLOROETHANE
7
92000*
7
92000*
5
65000*


62
C'HLOROETHENE
0
00000
0
OOOOO
0
00157
517
OOOOO

C^'INYL CHLORIDE)
0
OOOOO
0.
OOOOO
0
03710


6
1-DICHLORO-
o
00000
0
OOOOO
0.
00157
1
30000

CTHENE
0
OOOOO
0
OOOOO
0
03710


44 TRANS-DICHLORO-
0
OOOOO
0
OOOOO
0
00157
620
OOOOO

•THENE
0
OOOOO
0
OOOOO
0
03710


65,
TRICHLORGETHENE
0
06190
0.
05850
0
00462
21
OOOOO


0
23000
0.
23000
0
10900


$£>
TETRACHLORO-
0
03090
o
02930
0.
00255
2
OOOOO

ETHENE
0
11500
0
11500
0
06030


6 7
1.2-DICHL0R0
0
OOOOO
0
OOOOO
0.
00157
200
OOOOO

PROPANE
0.
OOOOO
0
OOOOO
o
03710


68
1, 3-DICHLORO-
0
OOOOO
0
OOOOO
0
00157
0.
63000

PROPENE
o.
OOOOO
0
OOOOO
0
03710


69
HEXACHLORO-
0
OOOOO
0
OOOOO
0
00039
0
77000

BUTADIENE
0
OOOOO
o
OOOOO
o.
00920


70
HEXACHLOROCYCLO-
0
00066
0
00063
0
00006
0
39000

PENTAD1ENE
0
00247
0
00247
0
00138


72
BIS (2-CHL0R0-
0
17 SO 0
0.
16600
0
01020
0
42000

ETHYL) ETHER
0
65200#
0
65200*
0.
24 J 00


73
BIS (2-CHLORO-
0
17500
0
16600
0
01020
11
30000

ISOPROPYL > ETHER
0
65200
0.
65200
0
24100


74
2-CHLOROETHYL
0
17500
0
16600
0
01020



VINYL ETHER
0
65200
0
65200
0
24100


75,
4-BROMOPHENYL
0
01750
0
01660
0.
00102
6
20000

PHCNYL ETHER
0
063^0
o.
O6320
o.
02410



-------
TABLE 3-3. (continued)
PRIORITY
POLLUTANT
CALC
POINT 33
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CRITERIA
CALC
POINT 34
CALC
POINT 35
76	4—CHLOROPHENYL
PHENYL ETHER
77	BIS< 2-CHLORO-
ETHOXY) METHANE
78	BENZENE
79 CHLOROBENZENE
80	1.2-DICHLORO-
BENZENE
81	1.3-DICHLORO-
BENZENE
82	1,4-DICHLORO-
BENZENE
83	1.2,4-TRICHL0R0-
BENZENE
85 ETHYLBENZENE
86 NITROBENZENE
87 TOLUENE
88	2, A-DINITRO-
TOLUENE
89	2.6-DINITRO-
TOLUENE
90	PHENOL
91 2-CHL0R0PHEN0L
92 2.4-DICHLORO-
PHENOL
0 01750
0	06520
1	78000
6 63000
0	32500
1	21000
0 08750
0 32600
0 08750
0 32600
0 08750
0 32600
0 04380
0 16300
0 01750
0	06520
1	85000
6 88000
0 00000
0 00000
3 25000
12 10000
0 00000
0 00000
0 00000
0 00000
15 10000
56 30000
0 08750
0 32600*
0 00750
0 32600
0 01660
0	06520
1	68000
6 63000
0	30800
1	21000
0 08280
0 32600
0 08280
0 32600
0 08280
0 32600
0 04140
0 16300
0 01660
0	06520
1	75000
6 88000
0 00000
0 00000
3 07000
12 10000
0 00000
0 00000
0 00000
0 00000
14 30000
56 30000
0 08280
0 32600*
0 0B2Q0
0 32600
O 00086
0 02040
0 39700
9 40000
0	04280
1	01000
0 01730
0 40900
0 00431
0 10200
0 00510
0 12100
0 00255
O 06030
0 00102
0 02410
0 25900
6 14000
0 00078
0 01860
0 52600
12 50000
0 00078
0 01860
O 00078
0	01860
1	88000
44 60000
0 00510
O 12100
0. 00510
0 12100
15 00000
20 00000
44 00000
230 00000
190 00000
13 00000
1100 00000
30 00000
17 40000
0 74000
600 00000
0 30000
0 40000

-------
TABLE 3-3. (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC.	CALC.
POLLUTANT	POINT 33 POINT 34 POINT 35	CRITERIA
93
2.4,6-TRICHL0R0-
0
04380
0
04140
0
O0255
52 OOOOO

PHENOL
0
16300
0
16300
0
06030

94
PENTACHLORO-
0
01750
0
01660
0.
00102
6. 20000

PHENOL
0.
06520
0
06520
0
02410

95
2-NITROPHENOL
0
00000
0
OOOOO
0
00078
9 70000


0.
00000
0.
OOOOO
0.
01860

96
4-NITROPHENOL
0.
00000
0
OOOOO
0
00078
9.70000


0
00000
0
OOOOO
0
01860

97
2.4-DINITRO-
0
00000
0
OOOOO
0
00039
68 60000

PHENOL
0
ooooo
0
OOOOO
o
00928

98
2,4-DIMETHYL-
0
00000
0
OOOOO
0
00078
9. 70000

PHENOL
0.
ooooo
0.
OOOOO
0
01860

99
PARA-CHLORO-
0
14400
0
13600
0
01160
9.70000

META-CRESOL
0
53500
0.
53500
0.
27300

100
4,6-DINITRO-
0
07180
0
06790
0
00577
12 80000

ORTHO—CRESOL
0
26700
0
26700
0
13700

101
DIMETHYL-
0
01550
0
01460
0
O0115
0.16000

PHTHALATE
0
05760
0
05760
0
02730

102
DIETHYL-
0.
01550
0
01460
0
00127
0 06000

PHTHALATE
0
05760
0
05760
0
03020

103
DI-N-BUTYL-
0
93900»
0
88800*
0
13000*
0 00500

PHTHALATE
3
49000«
3
49000*
3.
09000*

104
DI—N-OCTYL—
0
93900
0
88800
0
13100


PHTHALATE
3
49000
3
49000
3
09000

105
B IS(2-ETHYL-
0
37600
0
35600
0
05250
10 OOOOO

HEXYL) PHTHALATE
1
40000
1
40000
1
24000

106
BUTYL BENZYL-
0
00309
0
00293
0
00023


PHTHALATE
0
01150
0
Oil 50
0
O0547

107
ACENAPHTHENE
0
OOOOO
0
OOOOO
0
00016
20 OOOOO


0
OOOOO
0.
OOOOO
0
O0371

M
o
00
ACENAPHTHYLENE
0.
OOOOO
0
OOOOO
0
00016



0
OOOOO
0.
OOOOO
0
00371


-------
TABLE 3-3. (continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC
POLLUTANT	POINT 33 POINT 34 POINT 35	CRITERIA
109 ANTHRACENE
0 00000
0 00000
0 00000
0 00000
0 00016
0 00371
110 BENZO (A)
ANTHRACENE
113 BENZO {GHI)
PERYLENE
115 CHRYSENE
116	DIEENZO (A, H>
ANTHRACENE
117	FLUORANTHENE
118 FLUORENE
119	INDEN0C1.2, 3—CD)
PYRENE
120	NAPHTHALENE
121 PHENANTHRENE
122 PYRENE
124 DIPHENYL-
NITROSAMINE
128	1.2-DIPHENYL-
HYDRAZINE
129	ACPYLONITRILE
0 00000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 01610
0 05980*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 01610
0 05980
0 80300
2 99000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 03090
0 11500
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 01520
0 05980*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 01520
0 05980
0 75900
2 99000
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
OOOOO
00000
02930
1	1500
OOOOO
OOOOO
0 00002
O 00037
0 00002
O 00037
O 00002
O 00037
0 00389
O 09190#
0 00016
O O0371
0 00016
0 00371
O 00389
0 09190
0 19500
4 62000
0 00016
O O0371
0 00002
O 00037
0 00008
O 00186
O 00153
O 03610
0 00157
0 03710
0 05400
200 OOOOO
143 OOOOO
0 40000
0 08000
8
m
z
0
1
m
37
tn

-------
TABLE 3-4. BIRMINGHAM, AL CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.

No.
Name"
1
2
3
4
5
6
7
8
9
10
11
12
13

23
Arsenic
Mean Flow
M
I/M
1/M
I/M
M
I/M
I/M
I/M
I+M
I
I/M
I/M
I/M

Low Flow
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M

25
Beryllium
Mean Flow







I


I
I
I

Low Flow







I
I
I
I
I
I

26
Cadmium
Mean Flow




M
I

L 1

I/M
I
I

Low Flow
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M

27
Chromium
Mean Flow




M





I



Low Flow
M
I+M
M
M
M
M
M
M


I/M
I
I

28
Copper
Mean Flow



M
M
M
M
M


" I/M
I
I

Low Flow
M
M
M
M
M
M
M
I/M
M
M
I/M
I
I

29
Cyanides
Mean Flow




M





I/M
I
I

Low Flow
M
I/M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M

30
Lead
Mean Flow










I



Low Flow
M
I+M
M
M
M
M
M
M

I+M
I
I
I

31
Mercury
Mean Flow

I
I
I
M
I
I
I

I
I
I
I

Low Flow
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M

32
Nickel
Mean Flow




M





I



Low Flow
M
M
M
M
M
M
M
M


I
I
I

33
Selenium
Mean Flow










I



Low Flow









I
I
I
I

















	SCS ENGINEERS

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
0
9
10
11
12
13
34
Silver
Mean Flow
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
Low Flow
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
35
Thallium
Mean Flow



i i






I


Low Flow

I







I
I
I
I
36
Z1nc
Mean Flow




M





I+M


Low Flow
M
M
M
M
M
M
M
M
M
M
I/M
I/M
I/M
i 47
i
Dlchlorome thane
Mean Flow













Low Flow









I
I
I
I
51
Trlchloromethane
Mean Flow













Low Flow
M


M
M
M
M
M





60
1,1,2,2-Tetrachloroethane
Mean Flow




M








Low Flow
M
M
M
M
M
M
M
M
M
M
M
M
M
102
Diethylphthalate
Mean Flow












1
Low Flow







I





103
Dl-N-Rutylphthai ate
Mean Flow










I
I
I
Low Flow

I
I
I

I
I
I


I
I
I
116
(A,N)Anthraconed1bcnzo
Mean now













Low Flow










I

I














. .

§
m
z
g
z
m
m
33
CO

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
14
15
16
17
18
19
20
21
22
23
24
25
26
2
Mdrln
Mean Flow



I
I
I

I
I

	

Low Flow



I
I
I

I
I
I
1

3
oc -BHC
Mean Flow













Low Flow



I









6
/ -BHC
Mean Flow













Low Flow



I









8
ODD
Mean Flow












I
Low Flow










	

I
9
DOE
Mean Flew



I







I
Low Flow



I
I
I

I
I
I
I

I
10
00T
Mean Flow












I
Low Flow












I
11
Dleldrln
Mean Flow



1
I
I

I
1




Low Flow



1
I
I

1
1
I
I


15
Endrln
Mean Flow













Low Flow



I









18
lleptachlorepoxlde
Moan Flow



I







	

Low Flow



I
I
I

I
I
I
1/M
I

23
Arsenic
Mean Flow



I/M
I/M
I/M
I
I/M
I/M
I/M


Low now



I/M
I/M
I/M
I
I/M
I/M
I/M
I/M



SCS ENGINFFRS

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.


No.
Name
14
15
16
17
18
19
20
21
22
23
24
25
26
25
Beryl Hum
Mean Flow
I

I
I
I
I

I
I
I
I

I
Lov; Flow
I

I
I
I
I

I
I
I
I

I
26
Cadmlum
Mean Flow
I

I
i!w
I
I
I
I
I
I
I

I
Low Flow
I

I
I/M
I/M
I/M
I
I/M
I/M
I/M
I/M

I/M
27
Chromium
Mean Flow
I


M









Low Flow


I
M
I/M
I/M

I/M
I/M
I/M


I
28
Copper
Mean Flow
I

I
I/M
I/M
I/M

I/M
I/M
I+M
UM

I
Low Flow
I

I
I/M
I/M
I/M

I/M
I/M
I/M
I/M

I
29
Cyanides
Mean Flow
I

I
I/M
I
I
I
I
I
I
I

I
Low Flow
!

I
I/M
I/M
I/M
I
I/M
I/M
I/M
I/M

I
1
30
Lead
Mean Flow



I/M


I



I


Low Flow
I

I
I/M
I/M
I/M
I
I/M
I/M
I/M
I/M

I
31
1
Mercury
Mean Flow
I

I
I/M
I/M
I/M
I
I/M
I/M
I/M
I/M

I
Low Flow
1

I
I/M
I/M
I/M
I
I/M
I/M
I/M
I/M

I
32
Nickel
Mean Flow



I/M






I/M

I
Low Flow
I

I
I/M
I/M
I/M

I/M
I/M
I/M

I
33
Se1en1um
Moan Flow



I


I






Low Flow



I
I
I
I
I
I
I
I

I
31
Silver
Mean Flow



I/M
I/M
I/M
I
.I/M
I/M
I/M
I/M
I/M
I
Low Flow



I/M
I/M
I/M
I
I/M
I/M
I/M

I


s
m
Z
o
z
m
in
3)
(/)

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
14
15
16
17
18
19
20
21
22
23
24
25
26
35
Thallium
Mean Flow



1
I
I
I
I
I



I
Low Flow



I
I
I
I
I
I
I
I

I
36
Zinc
Mean Flow



I/M


I





I
Low Flow
I

I
I/M
I/M
I/M
I
I/M
I/M
I/M
I/M

I
37
PCB-1016
Mean Flow



I








I
Low Flow



I
I
I

I
I
I
I

I
38
PCB-1221
Mean Flow



I








1
Low Flow



I
I
I

I
I
I
I

I
39
PCB-1232
Mean Flow



I








I
Low Flow



I
I
I

I
I
I
I

I
40
PCB-1242
Mean Flow



I








I
Low Flow



I
1
I

I
I
I
I

I
41
PCB-1248
Mean Flow



I








I
Low Flow



I
I
I

I
I
I
I

I
42
PCB-1254
Mean Flow












I
Low Flow












I
43
PCB-1260
Mean Flow












I
Low Flow








		
	
-- - -
	
I
46
Chloromethane
Mean Flow









Low Flow
I

I











	SCS ENGINEERS

-------
TABLE 3-4. (Continued)
Priority Pollutant

Calculation Point No.
No.
Name
Stream Flow
M
15
16
17
18
19
20
21
22
23
24
25
26
47
Dichloromethane
Mean Flow



I


1
I


I
I
	

Low Flow
I

1
I
I
I
I
I
I
51
Trichloromethane
Mean Flow










	


Low Flow



M
M
M

M
M


I
52
Tetrachloromethane
Mean Flow













Low Flow
I

I
M









57
1,2-Dichloroethane
Mean Flow










	


Low Flow
I

I
1








59
1,1,2-Trichloroethane
Mean Flow













Low Flow



I









60
1,1,2,2-Tetrachloroethane
Mean Flow



M









Low Flow



M
W
M

M
M
M
M


72
Bis(?-chloroethyl )Ether
Mean Flow












1
Low Flow



I








I
78
Renzonc
Mean Flow





—	
	
	
		
		
-- - - —

		
Low Flow
1

I


79
Chlorobenzene
Mean How

	
	
- - -

	


	
	
	
	

Low Flow
I



	
87
Toluene
Mean Flow






I



Low Flow
I

I
I
I
1
I
I
I



I
8
m
z
o
m
m
9
I/)

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
14
15
16
17
18
19
20
21
22
23
24
25
26
91
2-Chlorophenol
Mean Flow












I
Low Flow












I
92
2,4 -01 chl orophenol
Mean Flow












I
Low Flow












I
101
Dimethylphthal ate
Mean Flow













Low Flow












I
102
Olethylphthalate
Mean Flow












I
Low Flow












I
103
D1-N-Butylphthalate
Mean Flow



I
I
I

I
I
I
I

I
Low Flow



1
I
I

I
I
I
I

I
116
(A,N)Anthracened1benzo
Mean Flow






I






Low Flow



I
I
I
I
I
I
I
I


129
Acrylonltrlle
Mean Flow













Low Flow



I
I
I

I
I




8
m
z
o
z
m
m
3D
(/>

-------
TABLE 3-4. (Continued)
Priority Pollutant

Calculation Point No.
No.
Name
Stream Flow
27
2B
29
30
31
32
33
34
35
2
AldHn
Mean Flow









Low Flow








I
8
ODD
Mean Flow
I
1

I'1
I

1
I

Low Flow
I
I

I
I

1
I
I

ODE
Mean Flow
1
I

I
I

1
I

9
Low Flow
1
1

I
I

I
I
I
10
DDT
Mean Flow
I
I

I
I

I
1

Low Flow
I
I

I
I

I
I
I
11
Dfeldrin
Mean Flow









Low Flow








I
18
Heptachlorepoxide
Mean Flow









Low Flow








I
23
Arsenic
Mean Flow

M
I
I/M
I/M
I
I/M
I/M
I/M
Low Flow

M
I
I/M
I/M
I
I/M
I/M
I/M
25
Deryl1ium
Mean Flow
I
I

I
I

I
I
I
Low Flow
I
I

I
I

r
I
I
26
Catlinl um
Moan Flow
1
I/M
I
I/M
I/M
1/M
l/M
I/M
1
Low Flow
I
t/M
I
I/M
I/M
I/M
1/M
I/M
I/M
27
Chromi um
Mean Flow

1 W

1+M
I+M




Low Flow
1
I/M

I/M
I/M

I/M
I/M
I/M
8
m
2
D
P»
rn
a>
V)

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream now
Calculation Point No.
No.
Name
27
28
29
30
31
32
33
34
35
28
Copper
Mean Flow
I
I/M

I/M
I/M

I/M
I/M
I/M
Low Flow
I
1/M

I/M
I/M

I/M
I/M
I/M
29
Cyanides
Mean Flow
I
1/M
I
I/M
I/M
I
I/M
I/M
I/M
Low Flow
I
I/M
I
I/M
I/M
I
I/M
I/M
I/M
30
Lead
Mean Flow
I
I
I
I
I

I
I

Low Flow
I
1/M
I
I/M
I/M
I
I/M
I/M
I/M
31
Mercury
Mean Flow
I
I/M
1
I/M
I/M
I
I/M
I/M
I
Low Flow
I
I/M
I
I/M
I/M
I
I/M
I/M
I/M
32
Nickel
Mean Flow
I
I/M
I
I/M
1/M

I+M
I+M

Low Flow
I
I/M
I
I/M
I/M

I/M
I/M
I/M
33
Selenium
Mean Flow


I


I



Low Flow
1

I
I
I
I
I
I
I
34
Silver
Mean Flow
I
I/M
I
I/M
I/M
I
I/M
I/M
I/M
Low Flow
I
I/M
I
I/M
I/M
I
I/M
I/M
I/M
35
Thai! lutn
Mean Flow


I
I
I
I
I
I

Low Flow
I

I
I
I
I
I
I
I
36
Zinc
Mean Flow
I
I/M

I/M
I/M

M
M

Low Flow
I
I/M
I
I/M
I/M
I
I/M
I/M
I/M
37
PCB-1016
Mean Flow
I
I

I
I

I
I

Low Flow
I
I

I
I

I
1
I
8
m
z
Q
5?
m
fTT
a
w

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.

No.
Name
27
28
29
30
31
32
33
34
35
38
PCB-1221
Mean Flow
I
I

I
I

I
I

Low Flow
I
I

I
I

I
I
I
39
PCB-1232
Mean Flow
I
I

,1
I

I
I

Low Flow
I
I

I
I

I
I
I
40
PCB-1242
Mean Flow
I
I

I
I

I
I

Low Flow
I
I

1
I

I
I
I
41
PCB-1248
Mean Flow
I
I

I
I

I
I

Low Flow
I
I

I
I

I
I
I
42
PCB-1254
Mean Flow
I
I

I
I

I
I

Low Flow
I
I

I
I

I
I
I
43
PCB-1260
Moan Flow
1
I

I
I

I
I

Low Flow
I
I

I
I

I
I
I
47
D1ch1oromethane
Mean Flow


I


I



Low Flow i I
i
! i
i
I
I
I
I
I
1
51
Trlchloromc thane
Mean Flow









Low Flow
I
i

I
I

M
M
M
60
1,1,Z,2-Tetrachloroethanc
Mean Flow

M

M
M

M
M

Low Flow

M

M
M

M
M
M
72
B1s(2-Chloroethyl)Ether
Mean Flow









Low Flow
I


I


I
I



8
m
z
o
z
m
m
39
V)

-------
TABLE 3-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
27
28
29
30
31
32
33
34
35
78
Benzene
Mean Flow









Low Flow
1








87
Toluene
Mean Flow









Low Flow
I

I


1



91
2-Chlorophenol
Moan Flow









Low Flow
I


I
I

I
I

92
2,4-Dichlorophenol
Mean Flow









Low Flow
I








101
Dlmethylphthal ate
Mean Flow









Low Flow
I








102
D1ethylphthalate
Mean Flow









Low Flow
I
I

I





103
D1-N-Dutylphthai ate
Mean Flow
I
I

I
I

I
I
I
Low Flow
I
I

I
I

I
I
I
116
(A,N)Anthracene

-------
TABLE 3-5. FACILITIES NOT INCLUDED
IN THE BIRMINGHAM, AL DILUTION STUDY
NPDES #
FACILITY NAME
AL
000-076-1
Union Carbide
AL 002-197-1
Jim Walter Resources - Mud Creek
AL
002-218-7
Woodward Iron Co. Mulga Mine
AL
002-278-1
Calvert & Youngblood - Trafford
AL
002-284-5
Drummond Co. Flattop Mine
AL
002-285-3
Drummond Co. Cluster Spring
AL
002-290-0
Drummond Coal Beltona Mining
AL
002-298-5
Jefferson Co. - Docena Trtmt. Fac.
AL
002-367-1**
Jefferson Co. - Five Mile C. Stp.
AL
002-393-1
Drummond Co. Bagley Bend
AL 002-427-9
Burgess Mining & Constr. - Johns
AL
002-428-7
Alabama By-Products
AL
002-522-4
Jefferson Coal Co.
AL
002-524-1**
Dixie Electrical Mfg. Co.
AL
002-526-7**
Merchants Metals - Birmingham
AL
002-574-7
Invesco Intl. Corp. - Mine #1
AL
002-603-4**
Lamson & Sessions Co.
AL
002-661-1
So. States Coal - Oakman Mine
AL
002-794-4
Southeast Contractors Inc.
AL
002-804-5
Birco Mining - #2 Crooked Creek
AL
002-843-6
Q & R Coal Co. Inc. - Turkey C. Pit.
AL
002-884-3
Invesco Corp. - Mine f3
AL
002-923-8
Drummond Coal - Morris Mine
AL
002-928-9,
Drummond Coal - Short Creek 480
AL
002-943-2,
Black Diamond Coal - Shannon
AL
002-959-9^
Leroy Osborne, Jr.
AL
003-039-2
Oak Grove Coal - Sealy Ann Mtn. #1
AL
003-040-6
Oak Grove Coal - Sealy Ann Mtn. #2
AL
003-067-8,
Mineral Springs Mining - Pit =4
AL
003-073-2
Sardis Mining & Develop - Johnson
AL
003-076-7
Mineral Springs Mining - Pit #1
AL
003-088-1,
So Ready Mix - Irondale Pit. #1
AL
003-089-9,
So Ready Mix - Downtown Pit. #4
AL
003-090-2
So Ready Mix - Hoover Pit. #2
AL
003-091-1.
So Ready Mix - Pawnee Pit. #3
AL
003-093-7.
Drummond Coal - Sayre Prep.
AL
003-094-5.
Pleasant Grove Rec. Project
AL
003-121-6.
Unarco - Rohn - B'ham.
AL
003-122-4,
Nickel Plate Mining - Pit #6
AL
003-124-1,
Nickel Plate Mining - Pit #3
AL
003-126-7.
Nickel Plate Mining - Pit r2
AL
003-127-5.
Nickel Plate Mining - Pit #1
AL
003-128-3.
Nickel Plate Mining - Pit £8
AL
003-129-1
Nickel Plate Mining - Pit #7
AL
003-130-5
Nickel Plate Mining - Brookside
AL
003-131-3,
Nickel Plate Mining - Pit #9
AL
003-132-1.
Nickel Plate Mining - Pit #10
AL
003-160-7
Owens - Illinois - Pit. #43 - B'ham
3-51
SCS ENGINEERS

-------
TABLE 3-5. (Continued)
Footnotes:
+ Permits not yet issued.
** Major discharger.
* Facilities in Jefferson county, A1 not included due to data unavailability
or facility location.
3-52
SCS ENGINEERS

-------
SECTION 4
COEUR D'ALENE, IDAHO DILUTION STUDY
The area initially designated for consideration in this study
included all of Kootenai and Shoshone counties, ID. Following review
of the hydrologic features and the location of wastewater dischargers,
the unshaded area shown in Figure 4-1 was selected for further study.
The area selected was approximately 1,610 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 7 stream
segments, or reaches, were selected for study (Figure 4-2), as follows:
Reach No.	Pescription'
South Fork Coeur D'Plene River above
Canyon Creek
2	Canyon Creek
3	South Fork Coeur D'Alene River between
Canyon Creek and Lake Creek
4	Lake Creek
5	South Fork Coeur D'Alene River betv/een
Lake Creek and Government Creek
6	Government Creek
7	Spokane River between Coeur D'Alene
Lake and Coulee Creek
As shown in Figure 4-2, 10 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information are shown in Table 4-1.
The discharges 1ocated on Figure 4-1 are described in Table 4-2.
As shown, a total of 21 discharges from 16 facilities in5 SIC categories
were included in the study. Facilities located in the counties surveyed,
but not included in the study because 1) no reliable data on discharge
flow was available, or 2) the application/permit files could not be
located, are as follows:
NPDES No.	Facility Name
IDOOOOO^O**	Sunshine Mining Co.-Kellogg
ID0000108	Silver Baron Mining Company
ID0020109	Spirit Lake, City of
* Reaches include all tributaries to the main stream described.
** Major discharger.
			SCS ENGINEERS
4-1

-------
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 4-3. Violations
of the ambient water quality criteria are indicated in Table 4-3 by
an asterisk, and summarized in Table 4-4. Note that the value for total
hardness used to define the water quality criteria for beryllium,
cadmium, chromium, copper, lead, nickel and zinc was 20 mg/1 (mean total
hardness at USGS station number 12413000 on the Coeur D'Alene River
from 10/1/76 to 9/30/77).
As shown, 27 of the priority pollutants were found to be discharged
in the study area. Draft water quality criteria were available for 27
of the pollutants, and 16 pollutants were found to violate the criteria
in at least one location. Calculated river concentrations exceeded the
criteria for at least one constituent at 8 out of 10 calculation points
for'both low flow conditions and mean flow conditions with no violations
occurring at No.'s 2 and 8.
The violations shown in Table 4-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow	Low Flow
Industrial only
41
36
Municipal only
4
27
Industrial or Municipal
15
37
Industrial plus Municipal
1
1
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial discharges.
4-2
SCS ENGINEERS

-------
to
-5
(D
-P»
I
O
O
CO
c
-s
CD
3
n>
o
o.
o
rs
on
r+
c
CL
qj
-5

0>
cceur
¦fkmu*
LEGEND
© NPDES MUNICIPAL OlSCHARGEflS
O NPDES INDUSTRIAL DISCHARGERS
S TEN(IO) INDUSTRIAL DISCHARGERS
A USGS GAGING STATION
(^CALCULATION POINT
2
z
m
m
ao
c/>
Figure 4-1. Coeur D'Alene, ID dilution study area.

-------
REACH Q]
Q,
REACH [|]
REACH
PXREACH
REACH
(COEUR D'ALENE
\LAKE
REACH [7]
-®AT HARBOR ISLAND
LEGEND
®- CALCULATION POINT
[6] REACH NUMBER
Figure 4-2. Coeur D'Alene, ID dilution study area schematic.
						__8CS ENGINEERS
4-4

-------

TABLE 4-1. REACH FLOW AND
STRUCTURE - C0EUR
D'ALENE, ID



Calculation Mean Flow
Low Flow+
Primary USGS
Secondary USGS
Reso-
Upstream Reach
No.
Point No. (cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution *
1 2 3 4 5
6 7
001 116
6


E
X

002 43
2


E
X

003 159
8


E
X X

004 280
10
12413150

A
XXX

005 7.2
1.4


E
X

006 287
n


E
X X X X

007 388
19
12413300

A
X X X X X

008 8
4


E

X
009 396
20


E
X X X X X
X
010 8310
502
1242500

A
X X X X X
X X

* Flow data resolution:






A = Flow Equal to Nearby Station





E = Flow Estimate from Model; Flow
Unit Area, etc.




+ 7-day 1-year Low Flow






§
m






O






*
m






rn
2D






(/)







-------
TABLE 4-2. COEUR D'ALENE, ID DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE ND
FACILITY NAME
RECEIVING
WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
ID-000-017-5
001
HECLA MINING CO. MULLAN
SF COEUR
D'ALENE
R
Z01
2.
710003
BOTH
JAN -DEC
1031
ID-000-017-5
002
*
SF COEUR, ,D'ALENE
R
Z01
2.
710003
BOTH
JAN -DEC
1031
ID-000-016-7
002
*
SF COEUR
D'ALENE
R
701
4
760005
BOTH
JAN -DEC
1031
ID-002-129-6
001
SOUTH FORK COEUR D'ALENE
SF COEUR
D'ALENE
R
Z01
0.
774001
PROCESS
JAN -DEC.
4952
ID-000-016-7
001
HECLA MINING CO. WALLACE
CANYON C


Z02
3
310004
COOLING
JAN -DEC
1031
ID-000-015—9
001
CONSOLIDATED SILVER CORP
SF COEUR
D'ALENE
R
Z03
1.
330001
PROCESS
JAN -DEC
1031
ID-OOO-Ol1-6
001
DAY MINES INC, WALLACE
NINFMILE
C

Z03
0.
449001
BOTH
JAN -DEC
1031
ID-002-130-0
001
SOUTH FORK COEUR D'ALENE PAGE
SF COEUR
D'ALENE
R
Z03
4.
330004
PROCESS
JAN -DEC
4952
ID-000-002-7
001
AMERICAN SMELT & REF
LAKE C


Z04
1.
000001
PROCESS
JAN -DEC
1031
ID—002-489—7
001
BUNKER CHANCE MINING CO
MILO C


Z05
0.
092800
PROCESS
JAN -DEC
1021
ID-000-007—8
001
BUNKER HILL COMPANY
BIG C


Z05
0.
217000
COOLING
JAN -DEC.
1031
ID-000-007-8
006
$
SF COEUR
D'ALENE
R
zos
8.970008
BOTH
JAN -DEC
3333
ID—000-007—8
004
*
GOVERNMENT C

Z06
2.
430003
COOLING
JAN -DEC
3333
ID-000-007-8
000
*
GOVERNMENT C

Z06
2.
170002
OTHER
JAN -DEC
3333
ID-000-007-8
009
*
GOVERNMENT C

Z06
0
092800
PROCESS
JAN -DEC.
3333
ID-002-436-8
001
INTERMOUNTAIN MINERAL
NABOB C


Z07
0.
464001
PROCESS
JAN -DEC
1031
ID-002-1O3-2
001
NORTHWEST TIMBER CO
SPOKANE R


Z07
0
018600
BOTH
JAN -DEC
7421
ID-000-009-4
001
POTLATCH FOR COEUR D'ALENE
COEUR D'ALENE LK

Z07
8.030008
COOLING
JAN -DEC
2421
ID-002-283-3
001
COEUR D'ALENE. CITY OF
SPOKANE R


Z07
1.
860002
PROCESS
JAN -DEC
4952
ID-002-011-7
001
SMELTERVILLE, CITY OF
SF COEUR
D'ALENE
R
Z07
0
387000
PROCESS
JAN -DEC
4932
ID-002-271-3
001
WORLEY, CITY OF
ROCK C


Z07
0.
015500
PROCESS
JAN -DEC
4952

-------
TABLE 4-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR COEUR D'ALENE, ID
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
23 ARSENIC
25 BERYLLIUM
26 CADMIUM
27 CHROMIUM
28 COPPER
29 CYANIDES
30 LEAD
31 MERCURY
32 NICKEL
33 SELENIUM
34 SILVER
35 THALLIUM
36 ZINC
41 PCB-1248
CALC
POINT 1
0 O3930*
0 76100*
O 00000
0 00000
0	06670
1	29000*
1	20000
23 20000
O 66700
12 90000*
0 13300
2	58000*
0 45300
8 77000*
0 00533
O 10300*
0 86700
16 80000*
O 01330
0 25800
0 11100*
2 19000*
0 00000
0	OOOOO
1	67000
O OOOOO
0 OOOOO
CALC
POINT
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
CALC
POINT 3
O 02870*
0 57000*
O OOOOO
0 OOOOO
0 04870
0 96700*
0 87600
17 40000
O 48600
9 67000*
0	09730
1	93000*
0 33100
6 57000*
0 00389
0 07740
O 63200
12 60000*
0 00973
0 19300
0	08270*
1	64000*
0 OOOOO
0	OOOOO
1	22000
24 20000*
O OOOOO
O OOOOO
CALC
POINT 4
2 48000*
69 50000*
2 38000*
66 50000*
2	56000*
71 60000*
3	66000
158 OOOOO*
4	190O0*
118 OOOOO*
O 36500
10 20000*
3	62000*
101 OOOOO*
2 39000*
66 90000*
4	75000
133 OOOOO*
0	03650
1	02000
2	69000*
75 20000*
2 38000
66 50000*
6 93000
194 OOOOO*
O 00475*
0 13300*
CALC
POINT 5
75 20000*
387 OOOOO*
75 20000*
387 OOOOO*
75 20000*
387 OOOOO*
75 20000*
387 OOOOO*
75 20000*
387 OOOOO*
0 OOOOO
0 OOOOO
75 20000*
387 OOOOO*
79 20000*
387 OOOOO*
75 20000*
387 OOOOO*
O OOOOO
0 OOOOO
75 20000*
387 OOOOO*
75 20000*
387 OOOOO*
75 20000*
387 OOOOO*
O 15000*
0 77400*
CALC
POINT 6
CALC
POINT 7
4
112
4
109
4
114
7
193
5
156
0
9
5
141
4
110
6
170
0
0
4
118
4
109
8
226
O
0
31000*
OOOOO*
20000*
OOOOO*
33000*
OOOOO*
41000
OOOOO*
9BOOO*
OOOOO*
35600
2B000*
41000*
OOOOO*
22000*
OOOOO*
52000
OOOOO*
03560
92800
51000*
OOOOO*
20000*
OOOOO»
65000
OOOOO*
00841*
21900*
3
65
3
63
3
66
11:
4
90
0
5
4
81
3
63
4
98
O
0
3
68
3
63
6
131
O
O
19000*
10000*
11000*
50000*
24000*
20000*
48000
OOOOO*
43000*
40000*
2630O
37000*
OOOOO*
80000*
12000*
70000*
82000
40000*
02630
53700
33000*
10000*
11000
50000*
i/
37000
OOOOO*
00622*
12700*
CALC
POINT 8
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
CRITERIA
O 02.000
0 0531O
0 16B00
50 OOOOO
1 OlOOO
1 40000
3 17000
O OOOOO
7 43000
9 70000
0 00900
4 OOOOO
14 30000
O 00020
W 42 PCB-1254
m
z
o
J 47 DICHLOROMETHANE
m
ft!
30 '
Ui
0 OOOOO
O OOOOO
O 00333
O 06430
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O 00243
O 01C-130
O 00475*
O 1JJOO*
0 00912
0 2'j'JOO
O 15000*
O, /7400»
0 OOOOO
0 OOOOO
00841*
:-.'1900»
00889
3'JZIUO
00622*
IL'/OO"
00658
13100
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O 00020
OOOOO

-------
TABLE 4-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC.	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 3 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8
48 CHLOPODIBROMO—
METHANE
O 00107
0.02060
0 00000
0 00000
O 00078
O 01550
0 00292
0 08170
0.00000
O 00000
O 00285
O.07430
0.00211
0 04290
0 OOOOO
0 OOOOO
49 DICHLOROBROMO-
METHANE
0 00433
0 08380
0 OOOOO
O OOOOO
0 00316
0 06290
0 0119O
0 33200
0 OOOOO
0. OOOOO
O 01160
0 30200
0 00855
0 17300
O OOOOO
0 OOOOO
51 1P ICHLOROMETHANE
0. 03530
0 68300
0 OOOOO
0 OOOOO
0 02580
0 31200
0.09660
P. 71000*
0 OOOOO
0 OOOOO
O 09430
2 46000*
0	06970
1	42000
0 OOOOO
0 OOOOO
52 TETRACHLORO-
METHANE
O 01000
0. 19300
0 OOOOO
0 OOOOO
O 00730
O 14500
0 0274O
0 76600
O OOOOO
0 OOOOO
0 02670
O 69600
O 0197O
0 40300
O OOOOO
0 OOOOO
57 1,2-DICHL0R0-
ETHANE
0 00113
0.02190
0 OOOOO
0 OOOOO
0 00083
0 01640
0 00310
0 08680
O OOOOO
O OOOOO
O 00302
0 07890
O 00224
0 04570
0 OOOOO
0 OOOOO
58 1.1,1-TRICHLORO-
ETHANE
0 00733
0 14200
0 OOOOO
0 OOOOO
O 00535
0 10600
0 02010
0 56200
O OOOOO
0 OOOOO
0 01960
0 51100
0 01450
0 29600
0 OOOOO
0 OOOOO
59 1.1.2-TRICHL0R0-
ETHANE
O 00300
0 05800
0 OOOOO
O OOOOO
O 00219
O 04350
0 00820
0 22900
0 OOOOO
O OOOOO
0 00800
O 20900
O 00592
0 12100
0 OOOOO
0 OOOOO
60 I.1.2,2-TETRA-
CHLORCJETHANE
0	08670
1	68000
O OOOOO
O OOOOO
0	06320
1	26000
0.23700
6 64000»
O ,00000
O OOOOO
0 2310O
6 03000*
0 17100
3 49000*
0 OOOOO
0 OOOOO
78 BENZENE
0 00400
0 07740
O OOOOO
0 OOOOO
0 00292
0 05800
0 01090
0 30600
0 OOOOO
0 OOOOO
O 01070
O 27800
O 00789
0 16100
0 OOOOO
0 OOOOO
87 TOLUENE
0 01530
0 29700
0 OOOOO
O OOOOO
0 01120
O 22200
0	04190
1	17000
0 OOOOO
0 OOOOO
0	04090
1	07000
O 03030
0 61800
0 OOOOO
0 OOOOO
90 PHCNOL
0.32000
10 10000
0 OOOOO
0 OOOOO
0.37900
7 54000
1 12000
37 SOOOO
O OOOOO
0 OOOOO
1 39000
36 SOOOO
1 03000
20 VOOOO
0 OOOOO
O OOOOO
o
z
fn
33
CO
CRITERIA
2 OOOOO
2 JOOOO
2 60000
7 OOOOO
D300 OOOOO
2 70000
1 80000
15 OOOOO
17 40000
600 OOOOO

-------
TABLE 4-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PR[OR I TV	CALC	CALC
POLLUTANT	POINT 9 POINT 10	CRITERIA
8
m
23 ARSENIC
25 BERYLLIUM
26 CADMIUM
27 CHROMIUM
28 COPPER
29 CYANIDES
30 LEAD
31 MERCURY
32 NICKEL
33 SELENIUM
34 SIIVER
35 THALLIUM
36 ZINC
41 PCB-1248
42 PCD-1254
2	47 DICHLOROMETHANE
Z
m
m		——
33
in
3 12000*
61	80000*
3 05000*
60 30000*
3	18000*
62	90000*
5 37000
106 00000*
4	34000*
05 90000*
0 25800
5	11000*
3 92000*
77 70000*
3	06000*
60 50000*
4	72000
93 50000»
0 02080
0 51100
3 27000*
64 70000*
3 03000
60 30000*
6	27000
124 00000*
0 00607*
0 12100*
0 00609*
0 12100*
0 00645
O 12ROO
0 17800*
2 95000*
0 17300*
2	87000*
0 18200*
3	01000*
0 33300
5	51000
O 26200
4	33000*
0 01770
0 29300
0 23300
3	86000*
O 17400*
2	88000*
0 28B00
4	77000
O 00177
0 02930
0 10000*
3	12000"
0 17'J00
P. F37QOO
0 39300
6	53000
0 00035*
0 00573*
0 00035*
0 00573"
0 00044
0 00733
0 02000
0 05310
0 16800
50 00000
1 01000
1 40000
3 17000
O 08000
7 43000
9 70000
O 00900
4 00000
14 30000
O 00020
0 00020
00000

-------
TABLE 4-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC
POLLUTANT	POINT 9 POINT 10	CRITERIA
48 CHLORODIBROMO-
METHANE
0 00206
0 04000
O 00014
O 00235
49 DrCHLOROBROMO-
METHANE
0 00038
0 1660O
0. 00058
0 00953
2 00000
51 TRICHLOROMETHANE
0	06030
1	35000
0 00470
0 07770
3 10000
S3 TETRACHLORO-
METHANE
0 01930
0.38300
0 00133
0 02200
2 60000
57 1-2-DICHL0R0-
ETHANE
0. 00219
0 04340
0 00015
0 00249
7 00000
99 1. 1. 1-TRICHLORO-
ETHANE
0 01420
0 28100
0 00097
0 01610
5300 00000
59 1. 1, 2-TRICHL0R0-
ETHANE
0 00380
0 11500
0 00040
0 00660
2.70000
60 11 1.2. 2-TETRA—
CHLOROETHANE
0 16800
3 32000*
O 01150
0 19100
1 80000
70 BENZENE
0 00774
0 15300
0 00053
0 00080
15 OOOOO
87 TOLUENE
0 03970
0 38700
O 00204
O 03370
17 40000
90 PHENOL
1 01000
19 90000
0 06910
1. 14000
600 OOOOO
2
o
z
K
3D


-------
TABLE 4-4. COEUR D'ALENE, ID CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
23
Arsenic
Mean Flow
M

M
I/M
I
I/M
I/M

I/M
I


Low Flow
M

M
I/M
I
I/M
I/M

I/M
I/M
25
Beryl 1ium
Mean Flow



I
I
I
I

I
I


Low Flow



I
I
I
I

I
I
26
Cadmi urn
Mean Flow



I/M
I
I/M
I

I
I


Low Flow
M

M
I/M
I
I/M
I/M

I/M
I
27
Chromi um
Mean Flow




I





Low Flow



I/M
I
I/M
I

I

28
Copper
Mean Flow



I/M
I
I/M
I/M

I/M

Low Flow
M

M
I/M
I
I/M
I/M

I/M
I/M
29
Cyanides
Mean Flow










Low Flow
M

M
M

M
M

M

30
Lead
Mean Flow



I+M
I
I
I

I

Low Flow
M

M
I/M
I
I/M
I/M

I/M
I+M
31
Mercury
Mean Flow



I
I
I
I

I
I
Low Flow
M


I/M
I
I/M
I/M

I/M
I
32
Ni ckel
Mean Flow




I





Low Flow
M

M
I/M
I
I/M
I/M

I/M


-------
TABLE 4-4. (Continued)

Priority Pollutant
Stream Flow
Calculation Point No.

No. Name
1
2
3
4
5
6
7
8
9
10
34 Silver
Mean Flow
M

M
I/M
I
I/M
I/M

I/M
I/M
Low Flow
M

M
I/M
I
I/M
I/M

I/M
I/M
35 Thallium
Mean Flow




I
I




Low Flow



I
I
I
I

I

36 Zinc
Mean Flow




I





Low Flow
M

M
I/M
I
I/M
I/M

I/M

41 PCB-1248
Mean Flow



I
I
I
I

I
I
Low Flow



I
I
I
I

I
I
42 PCB-1254
Mean Flow



I
I
I
I

I
I
Low Flow



I
I
I
I

I
I
51 Trichloromethane
Mean Flow










Low Flow



n

M




60 1,1,2,-Tetrach-
loroethane
Mean Flow










Low Flow



M

M
M

M




Legend:
» I - Indicates criteria exceeded due to industrial discharges
» M - Indicates criteria exceeded due to municipal (POTW) discharges
5 I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
2 I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
| industrial or municipal discharges alone would exceed the criteria.
33
(/)

-------
SECTION 5
KINGSPORT, TENNESSEE DILUTION STUDY
The area initially designated for consideration in this study
included all of Sullivan and Hawkins Counties, TN. Following review
of the hydrologic features and the location of wastewater dischargers,
the unshaded area shown in Figure 4-1 was selected for further study.
The area selected was approximately 730 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 4 stream
segments, or reaches, were selected for study {Figure 4-2), as follows:
Reach No.	Descri ption*
1	South Fork of the Holston River
above Beaver Creek
2	Beaver Creek
3	South Fork of the Holston River
between Beaver Creek and Holston
Ri ver
4	Holston River above Dodson Creek
As shown in Figure 5-2, 6 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 5-1.
The discharges located on Figure 5-1 are described in Table 5-2.
As shown, a total of 35 discharges from 25 facilities in 12 SIC
categories were included in the study. Facilities located in the
counties surveyed, but not included in the study because the application/
permit files could not be located are as follows:
HPDES No.	Facility Name
TN0055344+	Eastgate Laundrette - Bulls Gap
TN0055441+	Hugh L. Clark Car Wash
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 5-3. Priority
pollutant concentrations which exceed the ambient water quality criteria
* Reaches include all tributaries to the main stream described.
+ Permits not yet issued.
5-1
SCS ENGINEERS

-------
are indicated in Table 5-3 by an asterisk, and summarized in Table 5-4.
Note that the value for hardness used to define the water quality
criteria for beryllium, cadmium, chromium, copper, lead, nickel, and
zinc was 110 mg/1 (mean total hardness at USGS station No. 0348710
on the South Fork Holston River from 10/1/75 to 9/30/76).
As shown, 98 of the priority pollutants were found to be discharged
in the study area. Draft water quality were available for 81 of these
pollutants, and 49 pollutants were found to violate the criteria in at
least one location. Calculated river concentrations exceeded the
criteria for at least one constituent at all 6 calculation points for
both low and mean flow conditions.
The violations shown in Table 5-4 are summarized as follows:
Number of Violations
Violation Cause
Mean Flow
Low Flow
Industrial only
103
139
Municipal only
6
16
Industrial or municipal
6
11
Industrial plus municipal
0
0
Thus, the vast majority of violations for both mean flow and low flow
conditions resulted from industrial discharges.
5-2
SCS ENGINEERS

-------
^ wAffliwari
SULLIVAN Cl
LEGEND
^ NPOES MUNICIPAL DISCHARGERS .
SS NPOES INDUSTRIAL OlSCHARGERS
Bp TENS (10) INDUSTRIAL OlSCHARGERS
A USCS GAGJNC STATIONS
(4>- CALCULAfiON POINT
¦ ¦	SCiLg	'
¦	inn

-------
REACH
2
£
£
«vl
5;
Q~
£
§
N
(D-
REACH0
I
<*:
I

-------
TABLE 5-1. REACH FLOW AND STRUCTURE - KINGSPORT, TN
Calculation Mean Flow Low Flow+ Primary USGS Secondary USGS Reso-	Upstream Reach No.
Point No.	(cfs)	(cfs)	Gauging Sta. Gauging Sta. lution* 12	3	4
001
2410
482

M
X


002
138
9

E

X

003
2550
491
03487500
A
X
X

004
2550
491
03487500
A
X
X
X
005
3410
547
03487500
03490000 A
X
X
X
006
3745
601
03490500
A
X
X
X
* Flow data resolution:
A = Flow Equal to Nearby Station
M = Flow Estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, etc.
+ 7-day 1-year Low Flow

-------
TABLE 5-2. KINGSPORT, TN DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE NO.
FACILITY NAME
RECEIVING WATER NAME
REACH NO.
FLOW (CFS)
TYPE
SEASON
SIC 01
TN-002-732-9
001
TVA SOUTH H0L8T0N HYDRO PLANT
SF HOLSTON
R
J1
0.
139000
BOTH
JAN.-DEC.
4911
TN-002-782-1
001
BRISTOL WTP
THOMAS C

J1
0.
116000
PROCESS
JAN. -DEC.
4941
TN-OOO-519-3
001
BRISTOL BLUFF WTP
HOLSTON;R

J1
0.
023200
PROCESS
JAN. -DEC.
4941
TN-003-164-0
001
USDA FOREST SERVICE LITTLEOAK
S HOLSTON LK
J1
0.
027800
PROCESS
JAN.-DEC.
4932
TN-002-162-8
001
BLUFF CITY STP
BOONE LK

J1
0.
122000
PR0CE8S
JAN.-DEC.
4932
TN-002-333-1
001
BRISTOL WTP #2
BOONE LK

J1
13. 300020
PROCESS
JAN.-DEC.
4932
TN-000-330-6
001
BURLINGTON IND-VOLUNTEER TEX
STEEL C TO
BEAVER C
J2
0.
092800
BOTH
JAN.-DEC.
2211
TN-000-236-9
001
RATHEON MFO CO
WHITE TOP C
J2
0.
133000
PROCESS
JAN.-DEC.
3483
TN-000-236-9
002
*
BEELER C

J2
0.
201000
COOLING
JAN.-DEC
3483
TN-000-204-6
002
*
BECK C TO BEAVER C
J2
0.
034100
COOLING
JAN.-DEC.
3373
TN-000-204-6
001
UNIVAC
BECK C TO BEAVER C
J2
0.
074300
PROCESS
JAN -DEC.
4932
TN-002-318-6
001
SULLIVAN CO-WEAVER ELEM SCH
WHITE TOP C
J2
0.
004640
PROCESS
JAN.-DEC.
4932
TN-002-332-3
001
BRISTOL WASTEWATER PLANT #1
BEAVER C TO BOONE LK
J2
9.
280009
PROCESS
JAN.-DEC.
4932
TN-OOO-164-3
001
MEAD CORP—KINGSPORT MILL
SF HOLSTON
R
J3
26.
300020
PROCESS
JAN.-DEC.
2621
TN-000-264-0
001
TENNESSEE EASTMAN CO
SF HOLSTON
R
J3
349.000000
COOLING
JAN.-DEC.
2821
TN-000-264-0
002
•
SF HOLSTON
R
J3
23. 000020
PROCESS
JAN.-DEC.
2821
TN-000-264-0
004
•
8F HOLSTON
R
J3
9.
300009
PROCESS
JAN.-DEC.
2821
TN-000-264-0
003
*
SF HOLSTON
R
J3
28. 000040
PROCESS
JAN -DEC
2821
TN-000-264-0
006
*
SF HOLSTON
R
J3
13.000020
PROCESS
JAN -DEC.
2821
TN-000-289-3
001
SLIP-NOT BELTINO CORP
HORSE C

J3
0.
002000
PROCESS
JAN. -DEC.
3111
TN-002-739-1
001
BOONE HYDRO PLANT
HOLSTON R

J3
0.
133000
BOTH
JAN.-DEC.
4911
TN-002-744-8
001
TVA FT PATRICK HENRY HYDRO PL
HOLSTON R

J3
0.
133000
BOTH
JAN.-DEC.
4911
TN-002-009—3
001
KINGSPORT STP
SF HOLSTON
R
03
11.
100010
PROCESS
JAN. -DEC.
4932
TN-OOO-360-1
001
BLOUNTVILLE SPEED WASH
MUDDY C

J3
0.
004640
PROCESS
JAN. -DEC.
7213
£>
Z
m
m
s
v>

-------
TABLE 5-2. (Continued)
NPDE3 NUMBER
PIPE NO.
FACILITY NAME
RECEIVINQ WATER NAME
REACH NO.
FLOW (CF8)
TYPE
SEASON
SIC ftl
TN-002-273-0
001
LYNN OARDEN WISHY-WASHY
REEDY C

J3
0. 009750
PROCESS
JAN.-DEC.
7213
TN-OOO-169-4
001
KINOSPORT PRESS INC
RENFROE
C
J4
0. 036800
COOLING
JAN.-DEC.
2731
TN-OOO-169-4
002
•
RENFROE
C
J4
6. 680007
COOLING
JAN.-DEC.
2731
TN—000-338-1
001
ALIDAN PLASTIC8
8T0NEY POINT C
J4
0. 002320
COOLING
JAN. -DEC.
3079
TN-002-930-1
001
TVA PHIPP8 BEND NUCLEAR PLT
HOLSTON
R
J4
3. 090003
OTHER
JAN.-DEC.
4911
TN-O02-930-1
003
•
HOLSTON
R
J4
96. 800090
BOTH
JAN.-DEC.
4911
TN-000-343-6
001
TVA-8EVIER STEAM
HOLSTON
R
J4
6.030006
PROCESS
JAN.-DEC.
4911
TN-000-343-6
002
•
HOLSTON
R
J4
907. 000100
COOLING
JAN.-DEC.
4911
TN-OOO-543-6
003
•
POLLY B

J4
4. 100009
PROCESS
JAN.-DEC.
4911
TN-002-123-3
001
CHURCH HILL 8TP
H0L8T0N
R
J4
0. 323000
PROCESS
JAN.-DEC.
4932
TN-002-067-2
001
R0GER8VILLE STP
CHEROKEE LK
04
1.190002
PROCESS
JAN. -DEC.
4932

-------
TABLE 5-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR KINGSPORT, TN
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC.	CALC.	CALC.	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6	CRITERIA
1
ACROLEIN
0.
00000
0.
OOOOO
0.
OOOOO
2.96000*
2.
21000*
2
02000*
1. 20000


0.
00000
0.
OOOOO
0.
OOOOO
IS.40000*
13
80000*
12
60000*

2
ALDRIN
0.
00000
0.
OOOOO
0.
OOOOO
0 02960*
0.
02210*
0.
02020*
0.00005


0.
OOOOO
0
OOOOO
0.
OOOOO
0.15400*
0.
13800*
0.
12600*

3
ALPHA-BHC
0.
00000
0.
OOOOO
0.
OOOOO
0.14800*
0.
11100*
0.
101O0*
0. 01600


0.
OOOOO
0.
OOOOO
0.
OOOOO
0.76900*
0.
69000*
o
62800*

4
BETA-BHC
0.
OOOOO
0.
OOOOO
0.
OOOOO
0. 14800*
0.
11100*
0
10100*
0. 02800


0.
OOOOO
0.
OOOOO
0.
OOOOO
0.76900*
0
69000*
0.
62800*

5
GAMMA-BHC
0.
OOOOO
0.
OOOOO
0.
OOOOO
0 14B00*
0.
11100*
0.
10100*
0.05400

(LINDANE)
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.76900*
0.
69000*
0.
62800*

6
DELTA-BHC
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.14800*
0.
11100*
0.
loioo*
0. 02100


0.
OOOOO
0.
OOOOO
0.
OOOOO
0.76900*
0.
69000*
0.
62800*

9
DDE
0.
OOOOO
0.
OOOOO
0
OOOOO
0.02960*
0.
02210*
0.
02020*
0 00023


0
OOOOO
0.
OOOOO
0.
OOOOO
0. 13400*
0.
13800*
0
12600*

11
DIELDRIN
0
OOOOO
0.
OOOOO
0.
OOOOO
0.02960*
0
02210*
0.
02020*
0 00005


0.
OOOOO
0.
OOOOO
0.
OOOOO
0 15400*
0.
13800*
0
12600*

12
ALP HA-ENDOSULFAN
0.
OOOOO
0.
OOOOO
0.
OOOOO
0.02960
0.
02210
0.
02020
0. 04200


0
OOOOO
0
OOOOO
o.
OOOOO
0. 13400*
0.
13B00*
o.
12600*

19
ENDRIN
0
OOOOO
0.
OOOOO
0.
OOOOO
0. 02960*
0.
02210*
0.
02020*
0. 00200


0.
OOOOO
0.
OOOOO
0.
OOOOO
0. 15400*
0.
13800*
0.
12600*

18
HEPTACHLOR
0.
OOOOO
0.
OOOOO
0.
OOOOO
0 02960*
0.
02210*
0.
02020*
0. 00023

EPOXIDE
0.
OOOOO
0.
OOOOO
0
OOOOO
0. 1540O*
0.
13B00*
0.
12600*

19
ISOPHORONE
0.
OOOOO
0.
OOOOO
0.
OOOOO
0 OC028
0.
00021
0.
00019
460.OOOOO


0
OOOOO
0.
OOOOO
0.
OOOOO
0.00147
0.
00132
0.
00120

22
ANTIMONY
0.
OOOOO
0.
OOOOO
0.
OOOOO
14.80000
11.
10000
11.
40000
120. OOOOO


0.
OOOOO
0.
OOOOO
0.
OOOOO
76.90000
69. OOOOO
71.
30000

23
ARSENIC
0.
03820*
0.
40000*
0.
03780*
20. OOOOO*
14. 90000*
13.
OOOOO*
O.02000


0.
19100*
6.
14000*
0.
30000*
104. OOOOO*
93
40000*
93.
SOOOO*

29
BERYLLIUM
0.
OOOOO
0.
OOOOO
0.
OOOOO
14.80000*
11.
10000*
11.
40000*
0.08710


0.
OOOOO
0.
OOOOO
0.
OOOOO
76 90000*
69
OOOOO*
71.
30000*

26
CADMIUM
0.
06480
0.
67800
0.
09790
20.10000*
15.
OOOOO*
15
OOOOO*
0 73700


0.
32400
10
40000*
0.
30900
104 OOOOO*
93
70000*
93
80000*


-------
TABLE 5-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC.	CALC.	CALC.	CALC.	CALC.
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 3 POINT 6	CRITERIA
27
CHROMIUM
1.17000
5. 83000
12.80000
196. OOOOO*
1.
9.
79000
32000
22.30000
117. OOOOO*
16. 90000
103. OOOOO*
16. 80000
103. OOOOO*
30.OOOOO
SB
COPPER
0. 64800
3.24000*
7.34000*
113. OOOOO*
1.
3.
01000
23000*
21.40000*
111.OOOOO*
16. OOOOO*
99.80000*
13.90000*
99.50000*
3
05000
29
CYANIDES
0. 12900
0. 64800
1.36000
20.80000*
0.
1.
19600
02000
29. 90000*
133. OOOOO*
22 40000*
139. OOOOO*
20. 40000*
127. OOOOO*
I.
40000
30
LEAD
0.44100
2.20000
5. 17000
79.30000*
0.
3.
69600
62000
13. 80000
82. 10000*
11.80000
73. 70000*
12.10000
73.60000*
41.
60000
31
MERCURY
0. 00519
0. 02390
0.03430
0. 83200*
0.
0.
00784
04070
14. 80000*
76. 90000*
11. 10000*
69. 10000*
11.40000*
71.30000*
0.
08000
32
NICKEL
0. 84300
4. 21000
9. 38000
144. OOOOO*
1.
6.
30000
77000
21.80000
113. OOOOO*
16. 30000
102 OOOOO*
16. 30000
101. OOOOO*
41. 60000
33
SELENIUM
0. 01290
0. 06480
0. 13600
2.OBOOO
0.
0.
01960
10200
19. 90000*
104.OOOOO*
14. 90000*
93.20000*
14. 90000*
93. 20000*
9.
70000
34
SILVER
0. 11000*
0. 93100*
1.13000*
17. 70000*
0.
0.
16700*
86300*
20.20000*
103.OOOOO*
13.10000*
94.20000*
13. 10000*
94.20000*
0.
00900
36
ZINC
1. 62000
8. 10000
17.30000
269.OOOOO*
2.48000
12.90000
8. 73000
43. 30000
6 33000
40.70000
6.03000
37. 70000
43. 60000
38
PCB-1221
0. 00000
0.00000
0.OOOOO
0. OOOOO
0.
0.
OOOOO
OOOOO
0.02960*
0.13400*
0.02210*
0. 13B00*
0. 02020*
0. 12600*
0.
00020
39
PCB-1232
0. 00000
0.00000
0. OOOOO
O. OOOOO
0.
0.
OOOOO
OOOOO
0. 02960*
0. 13400*
0. 02210*
0 13B00*
0.02020*
0. 12600*
0
00020
40
PCB-1242
0. 00000
o. ooooo
0. OOOOO
0. OOOOO
0.
0.
OOOOO
OOOOO
0. 02960*
O. 1540O*
0.02210*
0.13800*
0. 02020*
0. 12600*
0.
00020
41
PCB-1248
0. ooooo
0. ooooo
0. OOOOO
0 OOOOO
0.
0.
OOOOO
OOOOO
0.02960*
0.13400*
0 02210*
0. 13B00*
0. 02020*
0. 12600*
0.
00020
44
2-CHLORO-
NAPHTHLENE
0. ooooo
0. ooooo
O. OOOOO
0. OOOOO
0.
0.
OOOOO
OOOOO
O.02960
0.13400
0. 02210
0.13000
0.02020
0. 12600


46
CHLOROMETHANE
0.ooooo
0.ooooo
0. OOOOO
0. OOOOO
0.
0.
OOOOO
ooooo
2 96000*
13.40000*
2 21000*
13. 80000*
2.02000*
12.60000*
2.
OOOOO
47
DICHLOROMETHANE
0.00324
0.01620
0.03390
O. 9200Q
0.
o.
00490
02340
2.97000*
19.40000*
2 22000*
13. BOOOO*
2.29000*
14.30000*
2.
OOOOO
as
V)

-------
TABLE 5-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
POLLUTANT
CALC.
POINT 1
CALC.
POINT 2
CALC.
POINT 3
CALC.
POINT 4
CALC.
POINT 9
CALC.
POINT 6
CRITERIA
48
CHLORODIBROMO-
METHANE
0. 00104
0.00919
0. 01090
0.16600
0. 00197
0.00814
2.96000
19. 40000
2.22000
13.80000
2.29000
14.30000

49
DICHLOROBROMO-
METHANE
0.00421
0.02110
0.04410
0.67600
0.00637
O. O3310
2.97000*
19. 40000*
2.22000*
13.80000*
2.29000*
14.30000*
2.OOOOO
90
TRIBROMOMETHANE
0.00000
O.00000
0.OOOOO
0 OOOOO
0.OOOOO
0.OOOOO
1.48000
7.69000*
1.11000
6.90000*
1.14000
7.12000*
2.OOOOO
91
TRICHLOROMETHANE
0.03440
0.17200
0.39900
9. 91000*
0.09190
0.26900
4.07000*
21.10000*
3. 04000*
18.90000*
3 04000*
18. 90000*
2.10000
92
TETRACHLORO-
METHANE
0.00972
0.04860
0.10200
1.96000
0. 01470
0. 07630
1. 90000
7. 80000*
1.12000
7.OOOOO*
1.02000
6.38000*
2.60000
93
TRICHLOROFLUORO-
METHANE
0.00000
0.00000
0.OOOOO
0.OOOOO
0. OOOOO
0. OOOOO
2.96000
19. 40000
2.21000
13.80000
2.02000
12. 60000
32000. OOOOO
94
DICHLORO—
DIFLUOROMETHANE
0.00000
0.ooooo
0.OOOOO
0. ooooo
0. OOOOO
0. OOOOO
2. 96000
IS. 40000
2. 21000
13. 80000
2.02000
12. 60000
3000. OOOOO
93
CHLOROETHANE
0.ooooo
0.ooooo
0. ooooo
0. ooooo
0.ooooo
0.ooooo
2.96000
19. 40000
2. 21000
13. 80000
2.02000
12 60000

96
1. 1-DICHLORO-
ETHANE
0.ooooo
0.ooooo
0.ooooo
0. ooooo
0.ooooo
0.ooooo
2.96000
19. 40000
2. 21000
13. 80000
2.02000
12.60000

97
1.2-DICHL0R0-
ETHANE
0.00110
0.00331
0. 01190
0. 17700
0.00167
0.00865
2. 96000
19. 40000*
2.22000
13.80000*
2.02000
12.60000*
7.OOOOO
98
Ifli 1-TRICHLORO-
ETHANE
0.00713
O.03370
0.	07460
1.	14000
0. 01080
0. 09390
0. 01S60
0. 08090
0. 01170
0. 07260
0. OHIO
0.06890
9300. OOOOO
9?
1. 11 2-TRICHLORO-
ETHANE
0.00292
0 01460
0. 03090
0.46800
0. 00441
0.02290
2 97000*
13.40000*
2. 22000
13 80000*
2 02000
12.60000*
2.70000
60
I. 1.2. 2-TETRA-
CHLOROETHANE
0.08430
0.4210O
0.88200
13.90000*
0. 12700
0. 66100
1.66000
8.64000*
1.24000
7.76000*
1.14000
7.09000*
1.80000
62
CHLOROETHENE
(VINYL CHLORIDE)
0.OOOOO
0.OOOOO
0.OOOOO
0.OOOOO
0. OOOOO
0. OOOOO
2.96000
15.40000
2.21000
13. 80000
2.02000
12.60000
917.OOOOO
63
1.1-DICHLORO-
ETHENE
0.OOOOO
0. OOOOO
0. OOOOO
0.OOOOO
0. OOOOO
0.OOOOO
2.96000*
19 40000*
2.21000*
13. 80000*
2.02000*
12 60000*
1.30000
64
TRANS-DICHLORO-
ETHENE
0. OOOOO
0.OOOOO
0.OOOOO
0. OOOOO
0.OOOOO
0.OOOOO
2. 96000
19. 40000
2. 21000
13. 80000
2. 02000
12 60000
620. OOOOO

-------
TABLE 5-3. (Continued)
PRIORITY
POLLUTANT
65 TRICHLOROETHENE
66	TETRACHLORO-
ETHENE
67	1,2-DICHLORO
PROPANE
68	1.3-DICHL0R0-
PROPENE
69	HEXACHLORO-
DUTADIENE
72	BIS (2-CHL0R0-
ETHYL) ETHER
73	BIS (2-CHL0R0-
ISOPROPYL) ETHER
74	2-CHL0R0ETHYL
VINYL ETHER
73 4-BR0M0PHENYL
PHENYL ETHER
78 BENZENE
79 CHLOROBENZENE
80	1,2-DICHLQRO-
BENZENE
81	1.3-DICHL0R0-
BENZENE
82	1.4-DICHLORO-
BENZENE
8 83 1.2.4-TRICHL0R0-
BENZENE
m
* 83 ETHYLBENZENE
Z
m
m
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CALC.
POINT 1
0.00000
0.00000
0 00000
O. 00000
0. 00000
0. 00000
0. 00000
0 00000
0 00000
O.00000
O 00000
0.00000
0. 00000
0.00000
0.00000
O. 00000
0.00000
0.00000
0.00389
0.01940
0 00000
0 00000
O.00000
0.00000
O 00000
0.00000
0.00000
0.00000
0.00000
O.00000
0.00000
0. 00000
CALC.
POINT 2
0.00000
0 00000
0 00000
0. 00000
0 00000
0 00000
O.00000
O 00000
0. OOOQO
0.00000
O.00000
0 00000
0. 00000
0 00000
0. 00000
0 00000
0.00000
0. 00000
0 04070
0.62400
0.00000
0.00000
0.00000
0.00000
0.00000
0. 00000
0.00000
O. 00000
0.00000
O. 00000
O.00000
0.00000
CALC.
POINT 3
O.00000
0.00000
0.00000
O 00000
0 00000
0.00000
0.00000
O.00000
0.00000
o.ooooo
o ooooo
0.ooooo
0.ooooo
0.ooooo
0.ooooo
0.ooooo
o.ooooo
0.ooooo
0.00388
0.03050
0.ooooo
0 ooooo
0.ooooo
0.ooooo
0.ooooo
o.ooooo
0.ooooo
0.ooooo
0.ooooo
0.ooooo
0.ooooo
o.ooooo
CALC
POINT 4
2.96000
15.40000
1.48000
7.69000*
2	96000
is 40000
2.96000*
13 40000*
0 74000
3	84000*
2 96000*
15 40000*
2 96000
13.40000*
2.96000
13. 40000
O 39600
1.34000
2.OOOOO
10.40000
1.48000
7.69000
0. 00004
O.00020
1.48000
7.69000
O.74000
3.84000
0.29600
1.34000
1.48000
7.69000
CALC.
POINT 3
2.21000
13.80000
1.11000
6 90000*
2 21000
13 80000
2	21000*
13 80000*
0.55400
3	43000*
2.21000*
13 80000*
2 21000
13 BOOOO*
2 21000
13.80000
0	22100
1.38000
1.	49000
9.35000
1	11000
6 90000
0.00003
0.00018
1 11000
6.90000
0. 53400
3. 43000
0.22100
1.38000
1.11000
6.90000
CALC.
POINT 6
2 02000
12 60000
1.01000
6 28000*
2	02000
12 60000
2.02000*
12 60000*
0.50400
3	14000*
2.02000*
12 60000*
2 02000
12.60000*
2.	02000
12.60000
O.20200
1.26000
1.50000
9.35000
1.01000
6	28000
O. 13500
O.84300
1.14000
7	12000
O.57200
3.	36000
0.20200
1.26000
1.	01000
6 28000
CRITERIA
21.OOOOO
2.OOOOO
200. OOOOO
0. 63000
0.77000
0. 42000
11.50000
6. 20000
13. OOOOO
20.OOOOO
44. OOOOO
230 OOOOO
190. OOOOO
13. OOOOO
1100. OOOOO

-------
TABLE 5-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC.	CALC.	CALC.	CALC.	CALC.
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 3 POINT 6	CRITERIA
86
NITROBENZENE
0.
00000
0.
00000
0.
ooooo
1.48000
1.
11000
1
01000
30. OOOOO


0.
00000
0.
00000
0.
ooooo
7.69000
6.
90000
6.
28000

87
TOLUENE
0.
01490
0.
19600
0.
02290
2. 03000
1.
92000
1.
92000
17.40000


0.
07430
2.
39000
0.
11700
10. 90000
9.
46000
9.
46000

88
2. 4-DINITRO-
0.
00000
0.
00000
0.
ooooo
1.48000*
1.
11000*
1.
01000*
0.74000

TOLUENE
0.
00000
0.
00000
0.
ooooo
7.69000*
6.
90000*
6.
28000*

89
2. 6-DINITRO-
0.
00000
0.
00000
0.
ooooo
1.48000
1.
11000
1.
01000


TOLUENE
0.
00000
0.
00000
0.
ooooo
7.69000
6.
90000
6.
28000

90
PHENOL
0.
90600
9.
29000
0.
76400
3.10000
2.
32000
2.
28000
600. OOOOO


2.
33000
81.
10000
3.
97000
16.10000
14.30000
14.20000

91
2-CHLOROPHENOL
0.
00000
0.
00000
0.
ooooo
1.48000*
1.
11000*
1.
01000*
0. 30000


0.
00000
0.
ooooo
0.
ooooo
7.69000*
6.
90000*
6.
28000*

92
2.4-DICHLORO-
0.
00000
0.
00000
0.
ooooo
1. 48000*
1.
11000*
1.
01000*
0.40000

PHENOL
0.
00000
0.
ooooo
0.
ooooo
7. 69000*
6.
90000*
6.
28000*

93
2.4,6-TRICHLORO—
0.
00000
0.
ooooo
0.
ooooo
0.74000
0.
99400
0.
97200
92. OOOOO

PHENOL
0.
00000
0.
ooooo
0.
ooooo
3.84000
3.
49000
3.
S6000

94
PENTACHLORO-
0.
00000
0.
ooooo
0.
ooooo
0.39900
0.
29900
0.
27200
6.20000

PHENOL
0.
00000
0.
ooooo
0.
ooooo
2.07000
1.
86000
1.
69000

93
2-NITROPHENOL
0.
00000
0.
ooooo
0.
ooooo
1.48000
1.
11000
1.
01000
9.70000


0.
00000
0.
ooooo
0.
ooooo
7.69000
6.
90000
6.
28000

96
4-NITROPHENOL
0.
00000
0.
ooooo
0.
ooooo
1.48000
1.
11000
1.
01000
9. 70000


0.
00000
0.
ooooo
0.
ooooo
7.69COO
6.
90000
6.
28000

97
2.4-DINITRO-
0.
00000
0.
ooooo
0.
ooooo
0.74000
0.
33400
0.
30400
68. 60000

PHENOL
0.
00000
0.
ooooo
0.
ooooo
3.84000
3.
43000
3.
14000

98
2.4-DIMETHYL-
0.
00000
0.
ooooo
0.
ooooo
1.48000
1.
11000
1.
01000
9.70000

PHENOL
0.
00000
0.
ooooo
0.
ooooo
7.69000
6.
90000
6.
28000

99
PARA-CHLORO-
0.
00000
0.
ooooo
0.
ooooo
1.48000
1.
11000
1.
01000
9.70000

META-CRESOL
o.
00000
0.
ooooo
0.
ooooo
7.67000
6.
90000
6.
28000

100
4.6-DINITRQ-
0.
ocooo
0.
ooooo
0.
ooooo
0.74000
O.
33400
0.
90400
12. 80000

ORTHO-CRESOL
0.
00000
0.
ooooo
0.
ooooo
3.84000
3.
43000
3.
14000

101
DIMETHYL-
0.
00000
0.
02800
0.
00192
0.74200*
0.
33300*
0.
90900*
0. 16000

PHTHALATE
0.
00000
0.
42900*
0.
00788
3.89000*
3.
46000*
3.
19000*


-------
TABLE 5-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
102 DIETHYL-
PHTHALATE
m
z
z
m
m
30
to
CALC.
POINT 1
0 00000
0. 00000
CALC.
POINT 2
0.02800
0.42900*
CALC.
POINT 3
0. 00132
0. 00788
CALC.
POINT 4
0. 74200*
3 83000*
CALC
POINT 3
O.33300*
3.46000*
CALC.
POINT 6
O.30300*
3.13000*
103
DI-N-BUTYL-
0.
00000
0.
02800*
0.
00132
0
74200*
0.
33300*
0.
57300*

PHTHALATE
0.
00000
0.
42900*
0.
00788*
3.
85000*
3.
46000*
3.
57000*
104
DI-N-OCTYL-
0.
00000
0.
02800
0.
00152
0.
74200
0.
35500
0.
50500

PHTHALATE
0.
00000
0.
42900
0.
00788
3.
83000
3.
46000
3.
13000
103
BIS < 2-ETHYL-
0.
00000
0.
01120
0.
00061
0.
29700
0.
22200
0.
20200

HEXYL) PHTHALATE
0
00000
0.
17200
0.
00313
1.
34000
1.
38000
1.
26000
106
BUTYL BENZYL-
0.
00000
0.
00361
0.
00030
0.
14800
0.
11100
0.
10100

PHTHALATE
0
00000
0.
08390
0.
00138
0.
77100
0.
69200
0
62900
107
ACENAPHTHENE
0.
00000
0.
00000
0.
00000
0.
29600
0.
22100
0.
20200


0.
00000
0.
00000
0.
00000
1.
S4000
1.
38000
1.
26000
108
ACENAPHTHYLENE
0.
00000
0.
00000
0.
00000
0.
29600
0.
22100
0.
20200


0.
00000
0.
00000
0.
00000
1
54000
1
38000
1.
26000
109
ANTHRACENE
0
00000
0.
00000
0.
00000
0.
29600
0.
22100
0
20200


0.
00000
0.
00000
0.
00000
1.
34000
1.
3B000
1.
26000
110
BENZO (A >
0.
00000
0.
00000
0.
00000
0.
02960
0.
02210
0.
02020

ANTHRACENE
0.
00000
0.
00000
0.
00000
o.
J3400
0
13800
0.
12600
113
BENZO (GHI)
0.
00000
0.
00000
0.
00000
0
02960
0.
02210
0
02020

PERYLENE
0.
00000
0.
00000
0.
00000
0.
13400
0.
13800
0.
12600
113
CHRYSENE
0.
00000
0.
00000
0.
00000
0
02960
0.
02210
0
02020


0.
00000
0
00000
0.
00000
0.
13400
0.
13800
0.
12600
117
FLUORANTHENE
0.
00000
0.
00000
0.
00000
0.
29600
0.
22100
0.
20200


0
00000
0.
00000
0.
00000
1.
34000
1.
38000
1.
26000
118
FLUORENE
0
00000
0.
00000
0.
00000
0.
29600
0.
22100
0.
20200


0.
00000
0.
00000
0.
00000
1.
54000
1.
38000
1.
26000
130
NAPHTHALENE
0
00000
0.
00000
0.
00000
1.
48000
1.
11000
1.
01000


0.
00000
0.
00000
0.
00000
7.
69000
6.
90000
6.
28000
121
PHENANTHRENE
0.
00000
0.
00000
0.
00000
0.
29600
0.
22100
0.
20200


0.
00000
0.
00000
0.
00000
1.
54000
1.
38000
1.
26000
122
PYRENE
0.
00000
0.
00000
0.
00000
0
02960
0.
02210
0.
02020


0.
00000
0.
00000
0.
00000
0.
13400
0.
13800
0.
12600
CRITERIA
0.06000
0. 00500
10.00000
20.00000
200. 00000
143. 00000

-------
TABLE 5-3. (Continued)
AVERAQE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC.
POINT 1
CALC.
POINT 2
CALC.
POINT 3
CALC.
POINT 4
CALC.
POINT 3
CALC.
POINT 6
CRITERIA
134 DIPHENYL-
NITROSAMINE
0.00000
0. 00000
0.00000
0.00000
0.00000
0. 00000
0.14000
0.76900
0. 11100
0.67000
0 10100
O.62800
12? ACRYLONITRILE
0. 00000
0. 00000
0.00000
0.00000
0, 00000
O.00000
2.96000*
IS.40000»
2. 21000*
13. 80000*
2. 02000*
12.60000*
0. 08000

-------
TABLE 5-4. KINGSPORT, TN - CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
^trpam FT ow
Calculation Point No.
No.
Name
Kf 1 U ' 11 I 1 v¥i
1
2
3
4
5
6
1
Acrolei n
Mean Flow



I
I
I
Low Flow



I
I
I
2
Aldri n
Mean Flow



I
I
I

Low Flow



I
I
I

c«-BHC
Mean Flow



I
I
I

Low Flow



I
I
I
4
/-BHC
Mean Flow



I
I
I

Low Flow



I
I
I
5
£-BHC
Mean Flow



I
I
I

Low Flow



I
I
I

£-BHC
Mean Flow



I
I
I

Low Flow



I
I
I
Q
DDE
Mean Flow



I
I
I

Low Flow



I
- j
I
11
HiplHH n
Mean Flow



I
I
I

Low Flow



I
I
I

-------
TABLE 5-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
15
Endrin
Mean Flow



I
I
I
Low Flow



I
I
I
18
Epoxideheptachlor
Mean Flow



I
I
I
Low Flow



I
I
I
23
Arsenic
Mean Flow
M
M
M
I/M
I/M
I/M
Low Flow
M
M
M
I/M
I/M
I/M
25
Beryl!ium
Mean Flow



I
I
I
Low Flow



I
I
I
26
Cadmium
Mean Flow



I
I
I
Low Flow

M

I/M
I
I
27
Chromium
Mean Flow






Low Flow

M

I
I
I
28
Copper
Mean Flow



I
I
I
Low Flow
M
M
M
I/M
I/M
I/M
29
Cyanides
Mean Flow



I
I
I
Low Flow

I

I/M
I
I

-------
TABLE 5-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
30
Lead
Mean Flow






Low Flow

M

I
I
I
31
Mercury
Mean Flow



I
I
I
Low Flow

M

I
I
I
32
Nickel
Mean Flow






Low Flow

M

I
I
I
33
Selenium
Mean Flow



I
I
I
Low Flow



I
I
I
34
Silver
Mean Flow
M
M
M
I/M
I/M
I/M
Low Flow
M
M
M
I/M
I/M
I/M
36
Zinc
Mean Flow






Low Flow

M




38
PCB-1221
Mean Flow



I
I
I
Low Flow



I
I
I
39
PCB-1232
Mean Flow



I
I
I
Low Flow



I
I
I

-------
TABLE 5
-4. (Continued)



Priority Pollutant
Stream Flow
Calculation Point No.


No.
Name
1
2
3
4
5
6


40
PCB-1242
Mean Flow



I
I
I


Low Flow



I
I
I


41
PCB-1248
Mean Flow



I
I
I


Low Flow



I
I
I


46
Chloromethane
Mean Flow



I
I
I


Low Flow



I
I
I


47
Dichloromethane
Mean Flow



I
I
I


Low Flow



I
I
I


49
D i chl orobromomethane
Mean Flow



I
I
I


Low Flow



I
I
I


50
Tribromomethane
Mean Flow








Low Flow

M

I
I
I


51
Tri chloromethane
Mean Flow



I
I
I


Low Flow

M

I
I
I


52
Tetrachloromethane
Mean Flow








Low Flow



I
I
I

m
z
o
m
m
3D
(/>

-------
TABLE 5-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
57
1,2-Dichloroethane
Mean Flow



I
I
I
Low Flow



I


59
1,1,2-Trichloroethane
Mean Flow



I


Low Flow



I
I
I
60
1,1,2,2-Tetrachloroethane
Mean Flow






Low Flow

M

I
I
I
63
1,1-Dichloroethane
Mean Flow



I
I
I
Low Flow



I
I
I
66
Tetrachloroethane
Mean Flow






Low Flow



I
I
I
68
1,3-Dichloropropane
Mean Flow



I
I
I
Low Flow



I
I
I
69
Hexachlorobutadiene
Mean Flow






Low Flow



I
I
I
72
Bi s(2-Chloroethyl)Ether
Mean Flow



I
I
I
Low Flow



I
I
I

-------
TABLE
5-4. (Continued)


Priority Pol 1utant
Stream Flow
Calculation Point No.

No.
Name
1
2
3
4
5
6

73
Bis(2-Chloroi sopropyl)Ether












I
I
I

88
2,4-Dinitrotoluene




I
I
I





I
I
I
,
91
2-Chlorophenol




I
I
I





I
I
I

92
2,4-Dichlorophenol




I
I
I





I
I
I

101
Di-N-Methlphthalate




I
I
I



I

I
I
I

102
Di-N-Ethylphthalate




I
I
I



I

I
I
I

103
Di-N-Butylphthalate


I

I
I
I



I
I
I
I
I

129
Aerylonitrile




I
I
I





I
I
I


56 Legend:
I - Indicates criteria exceeded due to industrial discharges
3 M - Indicates criteria exceeded due to municipal (POTW) discharges
\ I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
55 I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
" industrial or municioal discharges alone would exceed the criteria.

-------
SECTION 6
SCRANTON, PENNSYLVANIA DILUTION STUDY
The area initially designated for consideration in this study
included all of Lakawanna and Luzerne counties, PA. Following review
of the hydrologic features and the location of wastewater dischargers,
the unshaded area shown in Figure 6-1 was selected for further study.
The area selected was approximately 1,270 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 8 stream
segments, or reaches, were selected for study (Figure 6-2), as follows:
Reach No.	Description*
1	Lakawanna River above Roaring Brook
Creek
2	Roaring Brook Creek
3	Lakawanna River between Roaring
Brook Creek and Susquehanna River
4	Susquehanna River above Lackawanna
Ri ver
5	Susquehanna River between Lackawanna
River and Wapwallopen Creek
6	Wapwallopen Creek
7	Susquehanna River between Wapwallopen
Creek and Nescopeck Creek
8	Nescopeck Creek
As shown in Figure 6-2, 11 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 6-1.
The discharges located on Figure 6-1 are described in Table 6-2.
As shown, a total of 37 discharges from 30 facilities in 15 SIC
categories were included in the study. Facilities located in the
counties surveyed but not included in the study because they are
located in the shaded area shown in Figure 6-1, or the permit files
could not be located, are shown in Table 6-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 6-3. Violations
* Reaches include all tributaries to the main stream described.
6-1
SCS ENGINEERS

-------
of the ambient water quality criteria are indicated in Table 6-3 by
an asterisk, and summarized in Table 6-4. Note that the value for
total hardness used to define the water quality criteria for beryllium,
cadmium, chromium, copper, lead, nickel and zinc was 90 mg/1 (mean
total hardness at USGS station number 01540500 on the Susquehanna
River from 10/74 to 9/75).
As shown, 40 of the priority pollutants were found to be dis-
charged in the study area. Draft water quality criteria were available
for 34 of these pollutants, and 16 pollutants were found to violate
the criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at all 11 calculation
points for both low flow conditions and mean flow conditions except
No. 5 where no violations occurred.
The violations shown in Table 6-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow	Low Flow
Industrial only
21
34
Municipal only
19
53
Industrial or Municipal
5
22
Industrial plus Municipal
0
3
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial only or municipal only discharges.
6-2
SCS ENGINEERS

-------
IC&AHTOI
LEGEND
0 NPOES MUNICIPAL DtSCHARSER3
D, NPOES NDUSTRIAL DISCHARGERS
?TEN (10) INDUSTRIAL DCCHAR0ER3
USGS GAGIN6 STATIONS
©- CALCULATION POINT
Figure 6-1. Scranton, PA dilution study area.
6-3
SCS ENGINEERS

-------
ROARING BROOK
REACH
REACH |T|
b/ REACH
REACH \E]
REACH 0
W[SCopFrp-
REACH {¥]
LEGEND
©- CALCULATION POINT
[¥) REACH NUMBER
Figure 6-2. Scranton, PA dilution study area schematic.
			SCS ENGINEERS
6-4

-------
TABLE 6-1. REACH FLOW AND STRUCTURE - SCRANTON, PA
Calculation Mean Flow Low Flow+ Primary USGS Secondary USGS Reso-
Point No.	(cfs)	(cfs) Gauging Sta. Gauging Sta. lution* 12 3 4 5 6 7 8
001
194
19.5
01534500

A
X





002
7
3.6
01531250
01537500
E

X




003
498
¦42
01536000

A
X
X




004
498
42
01536000

A
X
X
X



005
10800
566
01531500
01536500
M



X


006
13210
775
01536500

A
X
X
X
X


007
13210
775
01536500

A
X
X
X
X
X

008
62.2
6
01538000

A





X
009
13210
775
01536500

A
X
X
X
X
X
X
010
13800
860
01536500
01540500
M
X
X
X
X
X
X
011
80
7
01538500

A






012
13800
860
01536500
01540500
M
X
X
X
X
X
X
CT>
I
cn
* Flow Data Resolution:
A = Flow Equal to Nearby Station
M = Flow Estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, etc.
+ 7-day 10-year Low Flow
8
m
x
o
z
m
m
3D
CO

-------
TABLE 6-2. SCRANTON, PA DILUTION STUDY AREA POINT-SOURCE DISCHARGES

NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER
NAME
RFACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1

PA-003-482-7
001
WESTON COMPONENTS DIV
TR TO LACKAWANNA R
FOl
0
055700
COOLING
JAN -DEC
3471

PA-000-758-7
001
RCA SCRANTON PLANT
EDDY C

F01
0
758001
COOLING
JAN -DEC
3671

PA—000—962-8
001
CHRYSLER CORP
WILDCAT C

FOl
0
217000
PROCESS
JAN -DEC
3775

PA—000-962-8
003
*
WILDCAT C

FOl
0
040200
COOLING
JAN -DEC
3795

PA-000-962-8
004
S
WILDCAT C

FOl
0
000774
COOLING
JAN -DEC
3795

PA-002-706-5
001
LACKAWANA RIVER BASIN SWR AUT
LACKAWANA R

FOl
3
250003
PROCESS
JAN -DEC
4952

PA-002-709-0
001
LACKAWANNA RIVER BASIN AUTH
LACKAWANNA R

FOl
6
500006
PROCESS
JAN -DEC
4952

PA—002-708-1
001
LACKAWANNA RIVER BASIN SEW A
LACKAWANNA R

FOl
0
712001
PROCESS
JAN -DEC
495?

PA-001-365-0
001
SCRANTON ARMY AMMUNITION PLNT
ROARING BK C

F02
3
400004
PROCESS
JAN -DEC
3433

PA-003-018-0
001
ST MARY'S VILLA NURSING HOME
ST MARY'S C TO
ROAR I
F02
0
111000
PROCESS
JAN -DEC
4952

PA—000-950—0
001
KERR-MCGEe' CHEMICAL CORP
MILL RN C

F03
0
030900
COOLING
JAN -DEC
2491

PA-000-961-0
001
MCKINNEY MFG CO-SCRANTON
LACKAWANNA R

F03
0
046400
BOTH
JAN -DEC
3316

PA-000-961-0
002
*
LACKAWAMMA R

F03
0
015500
PROCESS
JAN -DEC
3316

PA-000-993-8
001
WALLACE-MURRY CORP-ELJER DIV
LACKAWANNA R

F03
0
696001
PROCESS
JAN -DEC
3461

PA—000-993-8
002
$
LACKAWANNA R

F03
0
108000
COOLING
JAN -DEC
3461

PA—000-993-0
003
t
LACKAWANNA R

F03
0
046400
COOLING
JAN -DEC
3461

PA-002-636-1
001
LOWER LACKAWANNA SAINT AUTH
LACKAWANNA R

FOG
4
000005
PROCESS
JAN -DEC
4952

FA-002-376-5
001
DURYEA BOR MUNICIPAL BLDG
LACKAWANNA R

F03
1
550002
PROCESS
JAN -DEC-
4952

PA—002—707—3
001
LACKAWANA RIVER BAS IN SWR AUT
MILL C

F03
1
010002
PROCFSS
JAN - DEC
4952

PA—000-959-8
001
SANDVIK STEEL INC
ACKERLY C

F04
0
340000
PROCESS
JAN —DFC
3317

PA-003-09S-3
001
ABINGTON TWP MUNICIPAL STP #2
ACKERLY C

F04
0
065000
PROCESS
JAN -DEC
4952
J
PA-003-969-1
001
PLAINS INDUSTRIAL PLATING
MUNICIPAL SEWER
TO M
F05
0
011600
BOTH
JAN -DEC
3479
m
PA-003-739-1
001
POCO-SPRINC SEWCR CO
GREtN RN

F03
o
013600
PROCESS
JAN -DEC
4932
«•
O
PA-002-610-7
001
WYOMING VALLEY SANITARY AUTH
SUSQUEHANNA R

F05
46
400040
PROCESS
JAN -DEC
4932
z
pi
m
ar


-------
TABLE 6-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
TYPE
SEASON SIC #1
PA-003-396-1	001	SANDRIK STEEL INC
PA-OOO-783-8	001	EDERHARD FABER INC
PA-004-598-5	001	MOUNTAINTOP AREA INT SAN AUTH
PA-003-604-8	001	CRESTWOOD LAUNDROMAT
PA-002-744-8	035	PENNSYLVANIA POWER «< LIGHT CO
PA-002-744-8	037	S
PA-002-744-8	038	*
PA-000-757-9	001	CHELSEA IND FUTURA FABRICS
PA—002-074—5	OOl	NESCOPECK BORO COUNCIL STP
PA-004-204-8	001	CONYNGHAM BOROUGH AUTH
PA-004-639—6	001	BUTLER TWNSHP MUN AUTH-
PA-004-638-8	001	BUTLER TWNSHP MUN AUTH
PA-002-431-7	001	E PA MARINE PROPERTIES INC
WAPWALLOPEN C
TR OF BOW C
BIG WAPWALLOPEN C
BIO WAPWALLOPEN C
SUSQUEHANNA R
SUSQUEHANNA R
SUSQUEHANNA R
BLACK C
NESCOPECK C
L NESCOPECK C
L NESCOPECK C
NESCOPEK C
NESCOPECK C
F06
F06
F06
F06
F07
F07
F07
F08
FOB
F08
F08
FOB
F08
0 038700
0	493001
1	860002
0 003870
0 030900
0 030900
0 155000
0 928001
0 186000
O 341001
0	387000
1	160001
0 124000
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
BOTH
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
—1/EC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
3533
3952
4952
7215
4911
4911
4911
2211
4952
4952
4952
4952
4952

-------
TABLE 6-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR SCRANTON, PA
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC.	CALC.	CALC.	CALC.	CALC.	CALC.	CALC.
POLLUTANT	POINT I POINT 2 POINT 3 POINT 4 POINT 3 POINT 6 POINT 7 POINT 8	CRITERIA
19
ISOPHORONE
0.00000
0. 00000
0.
OOOOO
0.
OOOOO
0.
OOOOO
0 OOOOO
0.OOOOO
0 00314
460
OOOOO


0.00000
0.00000
0.
OOOOO
0.
OOOOO
0.
OOOOO
0 OOOOO
0.OOOOO
0 03230


32
ANTIMONY
0.00000
0.00000
0.
OOOOO
0.
01560
0.
OOOOO
0.00059
0.00059
0 03140
120.
OOOOO


0.00000
0. 00000
0.
OOOOO
0.
18500
0.
OOOOO
0.01000
0.01000
0 32500


23
ARSENIC
0.31800*
0. 09390*
0.
12500*
0.
22800*
0.
00004
0 00863
0. 02940*
O 17600*
0.
02000


3.16000*
0.18300*
1.
48000*
3.
70000*
0.
00068
0. 14700*
0.50000*
1 83000*


35
BERYLLIUM
0.00000
0. 00000
0.
OOOOO
0.
01360
0.
OOOOO
0 00039
0.00059
0 O3140
0.
08710


0.00000
0. 00000
0.
OOOOO
0.
18300*
0.
OOOOO
O. 01000
0.OlOOO
0 32300*


26
CADMIUM
0.53900
0. 15900
0.
21200
0.
37300
0.
01580
0.03710
0.06220
0 32900
0
61900


5.36000*
0.30900
2.
52000*
4.
43000*
0.
30300
0.46200
1. 06000*
3. 42000*


37
CHROMIUM
10.30000
346. 00000*
7.
45000
10.
10000
0.
01680
0.39600
1.03000
5. 71000
50
OOOOO


103. 00000*
478. 00000*
88.40000*
130. OOOOO*
0.
33100
6.74000
17. 50000
59. 20000*


(D
ft
COPPER
5.95000*
245. 00000*
3.
76000*
7.
23&00*
0.
01640
0. 2B700
0.63800
3 33000*
2
68000


59.30000*
476. 00000*
68.30000*
85.90000*
0.
31200
4. 89000*
10.90000*
34. 50000*


39
CYANIDES
1.08000
0. 31800
0.
42400
0.
71900
0.
00012
0.02720
0.09750
0. 65900
1.
40000


10.70000*
0. 61900
5.
03000*
8. 53000*
0.
00230
0.46400
1. 66000*
6 84000*


30
LEAD
4.33000
344.00000*
3.
08000
6.
09000
0.
01620
0.34300
0.48200
2 37000
30
70000


42.00000*
475. 00000*
60.
20000*
73.30000*
0.
30800
4.14000
8.22000
34.60000


31
MERCURY
0.04310
0. 01370
0.
01690
0.
04440
0.
OOOOO
O. 00168
0.00449
O 03320
O
08000


0.42900*
0. 03480
0.
20100*
0.
52600*
0.
00009
0.02860
0. 07650
0.57300*


32
NICKEL
7.57000
345.00000*
6.
39000
8
33000
0.
01650
0.32700
0.7B400
4.22000
33
90000


75.30000*
477. 00000*
73.80000*
98.70000*
0.
31600
5.38000
13.40000
43 80000*


33
SELENIUM
0. 10800
0. 03100
0.
04230
0.
08730
0.
OOOOI
0.O0331
0.01030
O 03970
9.
70000


1. 07000
0. 06190
0.
50300
1
04000
0.
00023
O.03640
O. 1760O
O. 61900


34
SILVER
0.91600*
0.27100*
0.
36100*
0. 62700*
0.
00010
0.02370*
0. 08330*
0. 53900*
0
00900


9.13000*
0. 52600*
4.
28000*
7.
44000*
0.
00195
0. 40400*
1.42000*
5 58000*


33
THALLIUM
0.00000
0. 00000
0.
OOOOO
0.
01560
0.
OOOOO
0.00059
0.00059
0. OOOOO
4.
OOOOO


0.00000
0. 00000
0.
OOOOO
0.
18300
0.
OOOOO
0.01000
0.01000
0. OOOOO


36
ZINC
14.00000
247.00000*
8.94000
13.60000
0.
01730
0.49100
1. 37000
7 83000
39. 80000


139.00000*
4BO. OOOOO*
lOA. OOOOO*
149.OOOOO*
0.
32900
8.37000
23. 30000
BO. 90000*


46
CHLOROMETHANE
0.00000
0.OOOOO
0.
OOOOO
0.
OOOOO
0.
00315
0.00238
0.00238
0.OOOOO
2.
OOOOO


0.00000
0.OOOOO
0.
OOOOO
0
OOOOO
0.
06010
0.04390
0.0439O
0. 0 5000


ar
to

-------
TABLE 6-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC.	CALC	CALC	CALC.	CALC.	CALC.	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8	CRITERIA
47
DICHLOROMETHANE
0. 03690
0. 00796
0.
01060
0.
01790
0.
OOOOO
0
00069
0.
00244
0
01490
2
OOOOO


0. 26800
0 01550
0
12600
0.
21300
0.
00006
0.
01160
0.
04160
0.
15500


4B
CHLORODIBROMO-
0. 00862
0. 00255
0
00340
0.
00576
0.
OOOOO
0.
00023
0.
00078
0
00478



METHANE
0 08580
0.00495
0
04030
0
06830
0.
00002
O.
00371
0.
01330
O
04950


49
DICHL0R03R0M0-
0.03300
0.01030
0.
01380
0
02340
0
OOOOO
0.
00088
0.
00317
0
01940
2
OOOOO

METHANE
0.34900
0 02010
0.
16400
0.
27700
0.
00007
O
01510
0.
05400
0
20100


51
TRICHLOROMETHANE
0 28600
0. 08440
0.
11200
0.
19400
0.
00003
0
00733
0.
02590
0
16400
2
10000


2 B4000*
0. 16400
1.
33000
2.
29000*
0.
00061
0.
12500
0.
44200
1
70000


52
TETRACHLORO-
0.08090
0. 02390
0.
03180
0.
05550
0
00001
0.
00210
0.
00737
0
04790
2.
60000

METHANE
0. 80400
0. 04640
0
37700
0.
65800
0.
00017
0.
03580
0.
12600
0.
49700


57
1.2-DICHL0R0-
0.00916
0. 00271
0
00361
0.
00612
0.
OOOOO
0.
00023
0.
00083
0
00507
7
OOOOO

ETHANE
0. 09120
0. 00326
0.
04280
0.
07230
0.
00002
0
00374
0.
01410
0
03260


58
1,1,1-TRICHLORO-
0 05930
0. 01750
0.
02340
0.
03960
0.
00001
0.
00150
0
00936
0
03280
5300
OOOOO

ETHANE
0. 38900
0. 03400
0.
27700
0.
46900
0.
00013
0.
02330
0.
07140
0.
34000


59
1.1, 2-TRICHLORO-
0.02430
0. 00716
0.
00955
0.
01620
0.
OOOOO
0
00061
0.
00219
0.
01340
2.
70000

ETHANE
0. 24100
0. O1390
0.
11300
0.
1920O
o.
00005
0.
01040
0.
03740
0.
13900


60
1,1,2.2-TETRA-
0. 70100
0.20700
0
27600
0.
46900
0.
00008
0
01780
0
06340
0.
38800
1
80000

CHLOROETHANE
6 97000*
0 40200
3
27000*
5.
56000*
0.
00149
0.
30300
I.
08000
4
02000*


63
1.1—DICHLORO—
0 00000
O 00000
0
OOOOO
0
OOOOO
o
OOOOO
0
OOOOO
o
OOOOO
0
00627
1
30000

ETHENE
0. 00000
0. 00000
0.
00000
0.
OOOOO
o
OOOOO
0.
OOOOO
0
OOOOO
0
06500


65
TRICHLOROETHENE
0 00000
0 00000
o
OOOOO
0.
OOOOO
o.
OOOOO
0.
OOOOO
o
OOOOO
0
00627
21
OOOOO


0 00000
0. 00000
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
06500


78
BENZENE
0. 03230
0. 00955
0.
01270
0.
02310
0.
00158
0.
00216
0.
00427
0
02100
15.OOOOO


0.32200
0.01860
0
15100
0.
27400
0.
03010
0.
03690
0.
07280
0
21 BOO


87
TOLUENE
0.12400
0.03660
0.
04880
0.
08430
0.
00159
0.
00448
0.
01260
0
07180
17. 40000


1 23000
0.07120
0.
57900
0.
99900
0.
03030
0.
07630
0.
21400
0.
74400


90
PHENOL
4. 20000
1. 24000
1.
66000
2.
81000
0.
00204
o.
lOSOO
0.
38200
2
33000
600
OOOOO


41. 80000
2.41000
19.
60000
33
30000
0.
03900
1.
83000
6.
51000
24.
20000


101
DIMETHYL-
0. 00000
12 20000*
0.
17100*
0.
17100*
0
OOOOO
0.
00644
0.
00644
0
00157
0.
16000

PHTHALATE
0 00000
23 60000*
2
03000*
2
03000*
0.
OOOOO
o.
10900
0.
10900
0
01630


102
DIETHYL-
0. 00000
12.20000*
0.
17100*
0.
17100*
0.
OOOOO
0.
00644
0.
00644
0.
OOOOO
0.
06000

PHTHALATE
0 00000
23 60000*
2
03000*
2
03000*
0
OOOOO
0.
10900*
0
10900*
0
OOOOO


30
CO

-------
TABLE 6-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC.
POINT 1
CALC.
POINT S
CALC.
POINT 3
CALC.
POINT 4
CALC.
POINT 3
CALC.
POINT 6
CALC.
POINT 7
CALC.
point e
CRITERIA
103
DI-N-GUTYL-
0.
00000
12.20000»
0.
17100*
0.
17100*
0.
ooooo
o.
00644*
0.
00644*
0.
00137
0 00300

PHTHALATE
0.
00000
23. 60000*
2.
03000*
2
03000*
0.
ooooo
o.
10900*
0.
10900*
0.
01630*

104
DI—N-OCTYL—
0.
00000
12.20000
O.
17100
0.
17100
0.
ooooo
0.
00644
0.
00644
0.
OOOOO


PHTHALATE
0.
00000
23.60000
2.
03000
2.
03000
0.
ooooo
0.
10900
0.
10900
0
OOOOO

109
BIStS-ETHYL-
0.
00000
4.86000
0.
06B30
0.
06870
0.
ooooo
o.
002S9
0.
00259
0.
00063
10.OOOOO

HEXYL) PHTHALATE
0.
ooooo
9. 43000
0.
81000
0.
B140O
0.
ooooo
o.
04410
0.
04410
0
00650

106
BUTYL BENZYL-
0.
00000
2.43000
0.
03420
0.
03420
0.
ooooo
o.
00129
0.
00129
0
00031


PHTHALATE
0.
ooooo
4.73000
0.
40900
0.
40S0O
0.
ooooo
o.
O2190
0.
02190
0
00325

108
ACENAPHTHYLENE
0.
ooooo
0. OOOOO
0.
OOOOO
0.
OOOOO
0.
ooooo
0.
ooooo
o.
OOOOO
0
00063



0.
ooooo
0.OOOOO
0.
OOOOO
0.
OOOOO
0.
ooooo
o.
ooooo
0.
OOOOO
0.
00630

10?
ANTHRACENE
0.
ooooo
0.OOOOO
0.
OOOOO
0.
OOOOO
0.
ooooo
0.
ooooo
0.
OOOOO
0.
00063



0.
ooooo
0. OOOOO
0.
OOOOO
0.
ooooo
0.
ooooo
0.
ooooo
0.
OOOOO
0
00650

117
FLUORANTHENE
0.
ooooo
0. OOOOO
0.
OOOOO
0.
ooooo
0.
ooooo
0.
ooooo
0.
OOOOO
0
00063
200, OOOOO


0.
ooooo
0.OOOOO
0.
OOOOO
0.
ooooo
0.
ooooo
0.
ooooo
0.
OOOOO
0
00650

1S1
PHENANTHRENE
0.
ooooo
0.OOOOO
0.
OOOOO
0.
ooooo
0.
ooooo
0.
ooooo
0.
OOOOO
0
00063



0.
ooooo
0.OOOOO
0.
OOOOO
0.
ooooo
o.
ooooo
o.
ooooo
0.
OOOOO
o.
00630


z
o
m
37
V>

-------
TABLE 6-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
POLLUTANT
CALC.
POINT 9
CALC
POINT 10
CALC
POINT 11
CALC
POINT 12
CRITERIA
19
ISOPHORONE
0. 00001
0 00023
0 00001
0. 00023
0. 00000
0. 00000
0.00001
0.00023
460.00000
22
ANTIMONY
0.00073
0.01250
0. 00855
0 13700
0.00000
0. 00000
0.00855
0.13700
120. 00000
23
ARSENIC
0.03020*
0.91400*
0.03670*
0.58900*
0 17700*
2 02000*
0.03780*
0.60600*
0 02000
25
BERYLLIUM
0 00073
0 01250
0. 00855
0.13700*
0 00000
0. 00000
0.00853
0.13700*
0 08710
26
CADMIUM
0. 06380
1.09000*
0 06890
1.11000*
0.29900
3 43000*
0. 07060
1.13000*
0. 61900
27
CHROMIUM
1. 05000
17.90000
1. 02000
16 30000
5 39000
61 70000*
1.05000
16. 80000
SO. 00000
28
COPPER
0.63400
11 10000*
0. 63400
10 20000*
2.99000*
34.30000*
0. 63100
10.40000*
2. 68000
29
CYANIDES
0.10100
1.	72000*
0. 09630
1 35000*
0.59900
6 85000*
0.09980
1.60000*
1.40000
30
LEAD
0 49300
8. 41000
0. 47900
7.70000
2 04000
23. 30000
0.49200
7. 87000
30. 70000
31
MERCURY
0 00475
0 08090*
0. 01240
0 19900*
0 02390
0 27400*
0.01230
0 20100*
0. 08000
32
NICKEL
0 80400
13 70000
0 77800
12. 30000
3 89000
44.30000*
0.BOOOO
12. 80000
33.90000
33
SELENIUM
0.01060
0.18100
0. 01800
0. 28900
0 05990
0.68500
0 01840
0. 29500
9.70000
34
SILVER
0.	08600*
1.	47000*
0.09020*
1.45000*
0 50900*
5. 82000*
0.09310*
1.49000*
0.00900
33
THALLIUM
0. 00059
0.01000
0.00056
0. 00901
0. 00000
0.00000
0. 00056
0 00901
4.00000
36
ZINC
1.41000
23 90000
1. 33000
21.60000
7. 49000
85.60000*
1. 39000
22.30000
39.BOOOO
46
CHLOROMETHANE
0.00258
0. 04390
0 00247
0. 03960
0.00000
0 00000
0.00247
0 03960
2.00000
m
m
s.
erf

-------
TABLE 6-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
POLLUTANT
CALC.
POINT 9
CALC.
POINT 10
CALC.
POINT 11
CALC.
POINT 12
CRITERIA
47
DICHLOROMETHANE
0. 00291
0. 04230
0.00397
0.06370
0. 01490
0. 17100
O. 0O406
0.06510
2.OOOOO
40
CHLORODIBROMO-
METHANE
0.OOOBO
0. 01370
0.00234
0, 03750
0. 00480
0. 054B0
0.00237
0. 03790

4?
DICHLOROBROMO-
METHANE
0. 00326
0. 05960
0. 00469
0. 07330
0. 01950
0 22300
0. 00480
0.07710
2.OOOOO
90
TRIBROMOMETHANE
0. 00000
0.00000
0. 00078
0. 01260
0 OOOOO
o oooqo
0. 00076
0. 01260
2. OOOOO
31
TRICHLOROMETHANE
0.02670
0.49600
0. 02720
0. 43600
0.15900
1.82000
0. 02810
0.41100
2.10000
52
TETRACHLORO-
METHANE
0.00760
0.12900
0, 00727
0. 11700
0.04490
0.51400
0. 00753
0.12100
2. 60000
37
1.2-DICHL0R0-
ETHANE
0.00085
0. 01450
O.00082
O.O1310
0.00310
0.05820
O. 00085
O.01360
7. OOOOO
98
1.1, l-TRICHLORO—
ETHANE
0.00332
0.09410
0.00328
0.0B4B0
0.03290
0.37700
O. O0347
0 08780
5300. OOOOO
59
1.1.2-TRICHLORO—
ETHANE
0. 00226
0. 03830
0 00216
0.03470
0. 01350
0. 19400
0. 00224
0.03590
2. 70000
60
1. 1.2. 2-TETRA-
CHLOROETHANE
0. 06330
1.11000
0.06290
1.OOOOO
0 38900
4. 45000*
0.06470
1.	04000
1. 80000
63
1. 1-DICHLORO-
ETHENE
0.00003
0.00030
0.00003
0. 00049
0.OOOOO
0.OOOOO
0.00003
0.00049
1. 30000
63
TRICHLOROETHENE
0. 00003
0,00050
0.00003
0.00045
0. OOOOO
0.OOOOO
0.00003
0. 00043
21. OOOOO
78
BENZENE
0. 00437
0. 07450
0. 00497
0. 07970
0 01790
0. 20600
0.00307
0.08140
15. OOOOO
SO
1.2-DICHLORO-
BENZENE
0.00000
0. OOOOO
0. 00078
0. 01260
0. OODOO
0. OOOOO
0. 0007B
0. 01260
44. OOOOO
81
1.3-DICHL0R0-
BENZENE
0. OOOOO
0.OOOOO
0 00078
0 01260
0. OOOOO
O. OOOOO
0. 00078
0. 01260
230. OOOOO
82
1.4-DICHLORO-
BENZENE
0. OOOOO
O.OOOOO
0. 00039
0.00630
0.OOOOO
0.OOOOO
0. 00039
0.00630
190. OOOOO

-------
TABLE 6-3. (Continued)
AVERACE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
POLLUTANT
CALC.
POINT 9
CALC.
POINT lO
CALC.
POINT 11
CALC.
POINT 12
CRITERIA
B7
TOLUENE
0.01290
0.21900
0. 01310
0 21100
0 06390
0 7BB00
0 01350
O 21700
17.40000
90
PHENOL
0 39300
6 69000
0. 3770O
6.04000
2 34000
26 70000
0. 39000
6 26000
600. OOOOO
93
2. 4, 6-TRICHLORO-
PHENOL
O. 00000
O 00000
0.00039
0.00630
0.00000
0 00000
0. 00039
0. 00630
32.OOOOO
101
DIMETHYL—
PHTHALATE
0 00645
0 10900
0 00617
0. 09910
0 OOOOO
0 OOOOO
0 00617
0 09910
0.14000
102
DIETHYL-
PHTHALATE
0 00644
0.109O0*
0. 00617
0. 09890*
0 OOOOO
0.00000
D. 00617
0.09B90»
0.06000
103
DI-N-BUTYL-
PHTHALATE
O. 00645*
O 10900*
0. 00657*
0 10300*
0 OOOOO
0 OOOOO
0 00657*
0 lOSOO*
0.00500
104
DI-N-OCTYL-
PHTHALATE
0 00644
O 10900
0. 00617
0. 09090
0.OOOOO
0 OOOOO
0.00617
0.09S90

105
BIS(2-ETHYL-
HEXYLJ PHTHALATE
O.00239
O. 04420
0 00248
0 03900
0. OOOOO
0 OOOOO
0.00248
0.03980
10. OOOOO
106
BUTYL BENZYL-
PHTHALATE
0. 00129
O. 02190
0 00123
0. 0190O
0.OOOOO
0. OOOOO
0.00123
O C19SO

103
ACENAPHTHYLENE
0. 00000
0 00005
0 00000
0 00003
0 OOOOO
0 OOOOO
0. OCOOO
0 00 .>03

109
ANTHRACENE
0. 00000
0.00005
O 00000
0 00005
0 OOOOO
0 OOOOO
0 OOOOO
0 00005

117
FLUORANTHENE
0 00000
0.00005
0. 00000
0 00005
0 OOOOO
0 OOOOO
0. OOOOO
0. 00005
200.OOOOO
121
PHENANTHRENE
0. 00000
0. 00005
0 00000
0 00005
0. OOOOO
0 OOOOO
0. OOOOO
0.00005


-------
TABLE 6-4. SCRANTON, PA - CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow



Calculation
Point No.




No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
23
Arsenic
Mean Flow
I/M
M
M
M


M
M
M
M
M
M
Low Flow
M
M
M
I/M

M
M
M
M
I/M
M
I/M
25
Beryl 1ium
Mean Flow












Low Flow



I



I

I

I
26
Cadmi urn
Mean Flow












Low Flow
M

M
M


M
M
M
M
M
M
27
Chromium
Mean Flow

I










Low Flow
M
I
I+M
I



M


M

28
Copper
Mean Flow
n
I
I
I/M



M


M

Low Flow
I/M
I/M
I/M
I/M

I+M
M
I/M
M
M
M
M
29
Cyanides
Mean Flow












Low Flow
M

M
M


M
M
M
M
M
M
30
Lead
Mean Flow

I










Low Flow
M
I
I
I








31
Mercury
Mean Flow












Low Flow
M

M
I/M



I/M
I+M
I
M
I
32
Nickel
Mean Flow

I










Low Flow
M
I
I
I/M



M


M


-------
TABLE 6-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
34
Silver
Mean Flow
M
I
M
I/M

M
M
I/M
M
I/M
M
M
Low Flow
M
I/M
I/M
I/M

I/M
I/M
I/M
I/M
I/M
M
I/M
36
Zinc
Mean Flow

I










Low Flow
M
I
I/M
I/M



M


M

51
Trichloromethane
Mean Flow












Low Flow
M


M








60
1,1,2,2-Tetrach-
loroethane
Mean Flow












Low Flow
M

M
M



M




101
Diethylphthalate
Mean Flow

I
I
I








Low Flow

I
I
I










Mean Flow

I
I
I








102
Diethylphthalate
Low Flow

I
I
I

I
I

I
I

I
103
Di-N-Butyl-
phthalate
Mean Flow

I
I
I

I
I

I
I

I
Low Flow

I
I
I

I
I
I
I
I

I
Legend:
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 6-5. FACILITIES NOT INCLUDED IN THE
SCRANTON, PA DILUTION STUDY*
HPDES Jjf	FACILITY NAME
PA 000-791-9	Potlatch Corp.
PA 000-866-4-**	UGI Hunlock
PA 000-890-7	Diamond Shamrock - Harte & Co.
PA 001-125-8**	Kawecki Berylco Ind. Inc. Hazle
PA 002-043-5,	White Haven Municipal Authority
PA 002-138-5	Jessup Borough Council
PA 002-471-6	Freeland Borough Council
PA 002-622-1**	Dallas Area Municipal Auth.
PA 002-649-2**	Scranton Sewer Auth.
PA 002-692-1**	Greater Hazel ton Joint Sewer Authority
PA 002-857-6**	CI arks Summit - South Abington Joint Sewer Auth,
PA 002-902-5	Clarks Green Sewage Treatment Plant, Boro of
,	Leggets C.
PA 003-968-3,	Reilly Plating Co., Inc.
PA 006-013-5	Shickshinny Water Pollution Control Plant
Footnotes:
+ Permits not yet issued.
** Major discharger.
* Facilities in Lackawanna and Luzerne Counties, PA not included due
to data unavailability or facility location.
6-16
SCS ENGINEERS

-------
SECTION 7
PASSAIC, NEW JERSEY DILUTION STUDY
The area initially designated for consideration in this study
included all of Passaic and Essex counties, NJ. Following review of
the hydrologic features and the location of wastewater dischargers, the
unshaded area shown in Figure 7-1 was selected for further study. The
area selected was approximately 280 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 17 stream
segments, or reaches, were selected (Figure 7-1), as follows:
Reach No.	Description*
1	Wanaque River above confluence with
Pequannock River
2	Pequannock River above Wanaque River
3	Pequannock River between Wanaque and
Ramapo River
4	Ramapo River
5	Pompton River from Ramapo River to its
confluence with Passaic River
6	Passaic River above Pompton River
7	Passaic River between Pompton River
and Signac River
8	Signac River
9	Passaic River between Signac River and
Deepavaal Brook
10	Deepavaal Brook
11	Passaic River between Deepavaal Brook
and Peckman River
12	Peckman River
13	Passaic River between Peckman River
and Molly Ann Brook
14	Molly Ann Brook
15	Passaic River between Molly Ann Brook
Weasel Brook
16	Weasel Brook
17	Passaic River from Weasel Brook to
its confluence with Newark Bay
* Reaches include all tributaries to the main stream described.
				______	,SCS ENGINEERS
7-1

-------
As shown in Figure 7-2, 24 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 7-1. As seen in Table 7-1, low flow
values take a marked drop between calculation points 13 and 15. This
drop is due to the extraction of approximately 53 cfs from Passaic
River at Little Falls Dam for municipal water usage. The flow is
eventually discharged into upper Newark Bay thus bypassing the Passaic
River.
The discharges located on Figure 7-1 are described in Table 7-2.
As shown a total of 105 discharges from 83 facilities in 43 SIC categories
were included in the study. Facilities located in the counties surveyed,
but not included in the study because 1) they are located in the shaded
area shown in Figure 7-1; 2) no reliable data on discharge flow was
available or; 3} the permit files could not be located, are shown in
Table 7-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 7-3. Violations
of the ambient water quality criteria are indicated in Table 7-3 by an
asterisk, and summarized in Table 7-4. Note that the value for total
hardness used to define the water quality criteria for beryllium,
cadmium, chromium, copper, lead, nickel and zinc was 90 mg/1 (mean
total hardness at USGS station number 01382000 on the Passaic River from
10/77 to 9/78).
As shown, 108 of the priority pollutants were found to be dis-
charged in the study area. Draft water quality criteria were available
for 89 of the pollutants, and 37 pollutants were found to violate the
criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at 23 of 24 calcula-
tion points for both low flow conditions and mean flow conditions with no
violations occuring at No. 23.
The violations shown in Table 7-4 are summarized as follows:
Number of Violations
Violation Cause
Mean Flow
Low Flow
Industrial only
58
145
Municipal only
41
133
Industrial or Municipal
33
109
Industrial plus Municipal
16
15
7-2
SCS ENGINEERS

-------
74° 50
74® 15
VranoQ
Rt-wvoir,
PASSAIC
40°45
z:
LEGEND
© NPDES MUNICIPAL DISCHARGERS
NPDES INDUSTRIAL DISCHARGERS
TEN (10) INDUSTRIAL DISCHARGERS
A USGS GAGING STATIONS
©- CALCULATION POINT
M
5 MILES
74° 15
Figure 7-1. Passaic, NJ dilution study area.
7-3
SCS ENGINEERS

-------
REACH [7]
y REACH [4]
REACH
REACH
REACH
REACH [§]
REACH
REACH

WEASEL BROOK
REACH
REACH
x
THIRD RIVER
REACH
REACH
SECOND RIVER
REACH
LEGEND
®— CALCULATION POINT
[&] REACH NUMBER
Figure 7-2
SCS ENGINEERS
7-4

-------
TABLE 7-1. REACH FLOW AND STRUCTURE - PASSAIC, NJ#
Calculation Mean Flow Low Flow+ Primary USGS Secondary USGS Resolution*	Upstream Reach No.
Point No. (cfs)	(cfs) Gauging Sta. Gauging Sta.	1111111
1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 5
01
59
3
01387000

A
X













02
44
6
01382500

E

X












03
101
9
01382500
01387000
E
X
X












04
170
12
01388000

E
X
X
X











05
303
15
01388000

A



X










06
473
40
01388500

A
X
X
X
X










07
473
40
01388500

A
X
X
X
X
X









08
481
41
01382000
01388500
E





X








09
954
81
01388500
01382000
E
X
X
X
X
X
X








10
954
81
01388500
01382000
E
X
X
X
X
X
X
X







11
26
11
01392500

E







X






12
975
85
01392500
01382000
E
X
X
X
X
X
X
X
X






13
975
85
01392500
01382000
E
X
X
X
X
X
X
X
X
X





14
13
3.8
01392500

E









X




15
1070
28
01389500

A
X
X
X
X
X
X
X
X
X
X




15
1070
28
01389500

A
X
X
X
X
X
X
X
X
X
X
X



17
27
15
01392500

E











X


18
1090
31
01389500
01392500
M
X
X
X
X
X
X
X
X
X
X
X
X


19
1090
31
01389500
01392500
M
X
X
X
X
X
X
X
X
X
X
X
X
X

20
12
2.5
01392400

E













X
21
1100
34
01389500
01392500
M
X
X
X
X
X
X
X
X
X
X
X
X
X
X
22
1140
36
01389500
01392500
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
23
10
4
01392000

A













X
24
1150
40
01389500
01392000
E
X
X
X
X
X
X
X
X
X
X
X
X
X
XXX
* Flow Data Resolution:
A = Flow Equal to Nearby Station
K M = Flow Estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, oLc.
m
z
§ + 7-day 10-year low flow
13 # Reach No. 17 is not included in this table since it is tidal.
X
U>					

-------
TABLE 7-2. PASSAIC, NJ DILUTION STUDY AREA POINT-SOURCE DISCHARGES
UPC'ES NUMBER PIPE NO
FACILITY NAME
RECEIVING WATER NAME HCACH NO
TLOW (CF5) 1YPC
SLAl-»t)N '5 J t.
N J -r«oo-
'4 1 no-*
f • .'-003
u } 001
Uj -OOP
n ' oo?
i: i -oo3
NJ r-03
IJ J 000-
I! J uOO-
M )
*•' J-C03-
MJ-0O2
rj «
u «- or?
ff;
hf i o>\ ¦
II ' o.vo
II I .»!»,•
IJ J I
IM
i i / ¦ «»;s
a 	
nt
Z
O u ,i - 11 ;1
] ?1 - '
ir r>. j
174-1
''
7'-r-!-5
, J — rj
O'1'j -V*
07~" -b
I	3'j -n
IC'j-0
-p
013-9
•7^5-3
ei i
v;;>
II	r o
l ' l
"¦1 4
r, 1 1
¦ i
i>'<> 1
001	ARROW GROUP INDUSTRIE'S
001	ARTISTIC I L-ENTI ri CAT I ON 5Y5TF
00)	WANAGUE MUNIC IP AL UTIt. AUTH
001	W M1LF0PD TUIF MUN UTTL AUTH
00)	W MILrORU Twr
0O1	DUI'O'JRM CM- IJUTirn
001	PASS AJC RUGHER CO
001	MACK-WAV Nf£ PLASTICS CO
001	E 1 DUPONT DE NEMOURS
00)	r. 1 DUPONT DE NEMOURS »' CO
OO)	rrjMPTON LAKES DOROUGH
001	f?EM CAR WASH
001	SCL INDUSTRIES INC
r.01	WAYNE TOWNSHIP
<>01	pr-nisiOFr.E* CORPORATION
0',ll	I tVIH'.'JUJN 1)11 (AU1INC ttlltr
iWH	( I ft ( I Mr
PO I	111" it II IM IIARMI ' •
i • I	('III I (I 111 IM I ONI I'UI 1 N1> I M<
•	fU'.IPH NUBILE ONICS INC
0>">l	IWI1 ur t.LVINOti IfIN
i%r> t	iimJiji n;i i nr_ iai i-uli t
00 •	I 'H I r]N r/,Mp (.npp
ooj	PAr cw
1) TO POST PK
WAWAQUL R
POSTS UK
WAMAOUE n
VREELAND P
rtaiJANNOCK n
D TO PEQUANNQCK R
PEGUANNOCK n
TR DP POMPTON LK
TR TO POMPTON LK
RAMAPO R
RAMAPO R
TR OF7 POMPTON R
POMPTON P
PArSAK' n
I'AV.AM It
I'A'i'.AU R
I I I'll I |J | UN I IK
III HI I'A'.'.AIi I-'
PA'-lbA11 P
PASSAIC H
ire in passam i?
tun acnr p
r'lir/wNr.fjs dk
r-oi
EOl
E01
EOl
EOl
110?
E0:3
E03
E04
E04
EC4
E04
E05
EOS
E 06
I 0/>
I <>/,
I OA
I (»/,
I 06
I. Oil
L0/>
i:ofi
roil
O 018600
O 077400
0 464001
0 091300
O 085100
3 '360004
0 155000
0 046400
0 619001
0	774001
1	210001
0 003870
O 032500
2	030003
0 077400
O 046'l<>0
n uOO !U/
<> 04/.4OO
O (ll'-'itH)
O	OOO.'/r
'>	4 I lJuOO
/.	(KIOOO*
0	07 7400
0	0 >.'-H00
PRUCt-'JS
COUl fNO
r-'ROCLS^
ppocfrss
PROCESS
PB[it.rrJri
COOLINQ
COOLING
COOLING
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
<"oni 1 M'j
(M-'U' IS1,
I'l.'IK I
< 11111 1 r n"
' 1)1 II III
I'ltin 1 'y.
I'RIK. I
nriiK f >v,
¦ uwi IN';
I'm it IS'.
JAN
JrVJ
JAN
,IAN
JAN
JAN
IAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAM
IAN
J,\l I
JAM
J^l I
JAIJ
. IAN
JAN
. IAI I
JAN
r,r-(
1.H 1
L>r<
nr(
-	Dfi
],-n
orr
-
-Df.C
- tHr,~
-r>FC
-L'Ef
-w ¦
iw •
u
i>i •
1.1
IM
l;l
l*F
nr
IH 1
1-
ir- 'I.
I•
'I','.-'
rs' 1
)¦)
- n< ^
P'
'il
-(¦i; 1
I' I I. '
P, >
I ?r
-------
TABLE 7-2. (Continued)
Nf-I't? (•'IJIICF" PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS>
TYPE
tiEA^ON
IK fr 1
(' j—Qt/r e :o 2	c: i	tup en- wayne:
hm;iv ^(.n-o	oo)	horo f)r tptowa
IJJ-003	001	CAR WASH AT WAYNE MALL
'1,1-COJ 0^3 -Q	001	PLAST INF.TICS INC
n.j-003- o-m-"	oo;:	$
t!J (.0? r.'M -o	001	PPTCISC MANUFACTURING CORP
OOP	-t
IJI-OM I-..' a	001	NAVEL INE INC
n 1-003 1 v.-: i	oo?	*
IJJ-00-'-Ot 1 •?	001	REDM CORP - AIR SPEC DIV
NJ 00? 1	OOl	COPY GRAPHICS
n.'-yiV ')'• 1	00)	UOROUGH OF FAIR! I ELI)
NJ-003 019-P	001	BOROUGH OF FAIRFIELD
II .1 -003-015--S	001	WEST ESSEX PRINTING PLATES
MJ~OOC>-i.lS3-3	001	FIRESTONE TIRE S- RUBBER
IJ 1 r.O', 1	Of.)	l-FAl SFIll OF FRANCE" 1 Nf
nj i.'i-> ¦ ,v i	o<)i	eci air-fl.yu: rrjpp
p; < i; : \i	ivm	us IJ IndusiKin
ij i i' o	n»i	r.uin iss- wrMoiii nun'
IIJ 'I.ri-v	no 1	rn ' 1 UN -I) K'K INSUN Nt"l> ITi' PROP
|J -0<-.-• -{}-	0'>1	HlllJIIE 1 CURP
ij t i>ub n	no 1	nit nrAnir: hfg ru
f(,i I'O3, i;OOl	SUN DIAL AMI) PANf L CORP
nj i.(M i-o *1	oi'i	iicimir hachinl •< ujui.
NAACIIPUMKET UK TO	PA EOR
SIGNAC R	EOtl
SIGNAC I3K	EOR
15 TO PASSAIC R	E09
D TO PASSAIC R	E09
1R TO PASSAIC R	["09
TR TO PASSAIC R	E09
I) TO PASSAIC R	E09
D TO PASSAIC R	E09
PASSAIC R	E09
MINOR B PASSAIC	R E09
TR TO PASSAIC R	F09
PASSAIC R	E09
DEEPAVAAL DK	E10
DEEPAVAAL nK	E10
tr ru- prcPAVAAL	nv, no
l)Fl PAVAAL Ilk	rtO
I) II) 1)1"f PAVAAl UK	riO
PLTPAVAAI IIK	I" 10
DM.PAVAAl. UK	F.10
DU-.PAVAAI. IJK	I 10
PASSAIC R	F1 1
GRrF-N UK 10 PASSAIC	Fll
PASSAIC R	1-11
9 ?00009
1 OJIOOOl
0 0116O0
O 209000
0 125000
0 032500
0 001390
O 006190
0 000309
O 000557
0 046400
O 464001
O 030900
O 014?00
O 104000
O OCKUV/O
O OOJO/O
O OOfl.lO
O 4fl70()l
O SU0001
0 070400
0 ZiOOOOl
O OOl^O
O 004.S4O
PROCESS,
PROCESS
PROCESS
COOLING
COOLING
ppneest-,
PROCESS
PR(iot.sr»
COOLING
COOLING
COOLING
PROCESS
PROCESS
BOTH
COOLING
nm ii
< nui r mc;
( Ulll I IIC
phuu v>
(.ijul i fk;
f(.)0l ING
PROt I SS
prijci-ss
I'PtKl S\
JAN
IAN
JAN
JAN
JAN
JAN
JAU
'AN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAII
. IAN
JAN
JAN
JAN
JAN
JAN
i.r-o
1-1 i
-PI-"C
-Di.i
¦	Dr- '~
-l;rr
-
M i
¦	DEC
-DLTC
l.f
-Df-
-DL
-DL-"
14"
H
lil
01
Dl"
-1)1
Dt
I'
r "=¦ I
JO • J
^0 / 'i
I I t
; i w
' (',9
•"V?
WJ
!)' S 1
IV'"'
";'4
)'l 1 I
- i 1
: ' ' )
j'l/ 1
¦ u
'4 )
-I

-------
TABLE 7-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
TYPE
"SEASON
SIC #1
m
z
o
NJ—003-010-4 001	REDM CORP
NJ-002-527-5 001	CRAFT METAL FINISHING
NJ-002-207-1	001	BORO OF TOTOWA-RIVERVIEW STP
NJ-002-7^54-7 002	SERVOMETER CORP
NJ-002-4 73-? 001	LITTLE FALLS TWP
NJ—002 -533-0 001	TOWNSHIP OF CEDAR GROVW-DPW
NJ—002 - 16(3-7	001	CNTY OP ESSEX DEPT OF P WORKS
NJ—002 449—0	001	BOROUGH OF VERONA
NJ-003-162-3	001	H&N CHEMICAL CO
NJ—003-254—9	OOl	AZTEC COLOR A CHEMICAL CO INC
NJ—000-317-4	001	ALLIED CHEMICAL CORP
NJ—002-305-1	OOl	BOROUGH OF N HALEDON
NJ—002-307-0	001	BOROUGH DF N HALEDON
NJ—002-306-0	001	BOROUGH OF N HALEDON
NJ-002-304-3	001	BOROUGH OF N HALEDON
NJ-000-14S-7	001	WHIPPANY PAPER BOARD CO INC
NJ -000 14 3-7	O03	U
NJ-000 145-7	004	•*
NJ-OOO-145-7	005	*
NJ-002-^',0--0	001	MILES LABORATORIES INC
NJ-000-240-3	001	INMONT CORP
NJ-002-916-5	001	PODELL INDUSTRIES
NJ-003-003-1	001	PAN CHEMICAL CORP
NJ 00?-733-?	001	ANDMAN PLASIIC CO
PASSAIC R
PASSAIC R
PASSAIC:R
D TO PECKMAN R
PECKMAN R
PECKMAN R
PECKMAN R
PECKMAN R
PASSAIC R
PASSAIC R
MOLLYANN BK
SQUAW BK
SQUAW BK
SQUAW BK
MOLLY ANN BK
PASSAIC R
DUNDEE CA
DUNDEE CA
DUNDEE CA
D 1U PA55AIC R
D TO PASSAIC R
PASSAIC R
PASSAIC R
PASSAIC R
Ell
Ell
Ell
E12
E12
E12
E12
E12
E13
E13
E1 4
E14
E14
E14
E1 4
El 5
E15
F1 5
E15
El 5
El 5
El 5
El 5
Elb
0 003870
0 000928
2 010003
0 010800
2 550003
2 320003
2	400003
3	870004
O 004640
O 011600
0 006650
0 011600
0 013000
O 015500
O 046400
0	201000
1	550002
0 007740
0 108000
0	077400
1	050002
0 029400
0 030700
0 003EJ70
COOLING
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
COOLING
COOLING
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
COOLING
COOLING
PROCESS
COOLING
COOLING
COOLING
COOLING
COOLING
conn NO
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
- DEC
-DEC
-DEC
-DEC
-DEC
3559
3563
4952
3471
4952
4752
4952
4952
2891
2893
2865
4952
4952
4952
4 9 52
^631
2631
Pt< 31
2631
2034
2851
2851
2061
3079
33
W

-------
TA3LE 7-2. (Continued)
Nt'ota NIJMBKH flftr NO
fACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
Z
9
z
m
m
33
CO
NJ—003-095-3	001	WHITE METAL MFG CO
NJ-002-743-0 002	• ALTK'I II III IIAK lirAI IKLAT1NU C
NJ-002-911-4	001	I1YCALEX
NJ-003-035-0 001	FARRAR CO
NJ -000-223—2	001	J L PRESCOTT COMPANY
NJ-002-047-0	001	PANTASOTE COMPANY OF NEW YORK
NJ-002-047-8	002	*
NJ-000-376-0	001	NATIONAL STARCH fy CHEMICAL
NJ—000—003—5	001	NATIONAL STANDARD CO
NJ—000—361-5	001	THE OKONITE CO
NJ-000-261-5	002	*
NJ-000-261-S	003	$
NJ—000—261-5	004	$
NJ-000—26 1—5	005	*
NJ-000-261 --5	00A	$
NJ-000-261-5	007	t
NJ—000—261—5	000	*
NJ-OOO—P61-5	009	*
NJ-000 -261-5	015	$
NJ-OOO-261—5	016	$
NJ-000-261-0	018	*
NJ-000-261—5	021	*
NJ-000-261-5	022	$
NJ-000-228-3	001	ESSEX CHEMICAL CORP
GOFFLE BK	El 5
TR TO PASSAIC R	E15
D TO PASSAIC R	E15
WABASH BK	TO PASSAIC El 5
PASSAIC R	El5
WEASEL BK	TO PASSAIC CI6
WEASEL BK	TO PASSAIC E16
YANTACAW R	E16
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	El6
WEASEL BK	El 6
WEASEL BK	El6
WEASEL BK	E16
WEASEL BK	El 6
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	E16
WEASEL BK	El 6
PASSAIC R	E17
0 065000
0 193000
O 011600
0 002780
0	147000
1	250001
1 210001
0 217000
0 308000
O 092800
0 124000
0 004640
0 092800
0 111000
0 223000
0 0001OS
0 007740
0 004020
0 000928
0 013400
0 000774
0 lOBOOO
0 286000
6 230006
BOTH
COOLING
PROCESS
PROCESS
COOLING
COOLING
COOLING
COOLING
BOTH
COOLING
COOLING
BOTH
COOLING
COOLING
BOTH
BOTH
BOTH
COOLING
BOTH
BOTH
BOTH
BOTH
BOTH
COOLING
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
—DFC
-DEC
-DEC
JAN DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -r>EC
JAN -DEC
3361
3378
3559
3564
4931
?Q?1
20 J1
2891
3316
'3307
3357
3357
3357
3357
3307
3357
3357
3357
335/
3357
3357
7757
2819

-------
rABLE 7-2.
(Continued)







NPDES NUMBER
PIPE ND
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
NJ-000-229-3
002
t
PASSAIC R
E17
2
680003
COOLING
JAN -DEC
2819
NJ-003-207-7
001
WRAPS INCORPORATED
NISHAUNE BK
E17
0
025800
COOLING
JAN -DEC
2821
NJ-000-376-0
002
1
YANTACAW R
E17
0
158000
COOLING
JAN -DF.C
2391
NJ-002-931-9
001
EASTERN MOLDING CO INC
PASSAIC R
E17
0
010800
COOLING
-
3069
NJ-002-917-3
001
GENERAL PLASTICS CORP
PASSAIC R
El 7
0
011600
COOLING
JAN -DEC
3079
NJ-002-713-8
001
WIGGINS PLASTICS INC
THIRD R
E17
0
077400
PROCESS
JAN -DEC
3079
NJ-003-105-4
001
HARBOT DIE CASTING
PASSAIC R
E17
0
035600
COOLING
JAN -DFC
3361
NJ—003—041-4
001
BENJAMIN MOORE t> CO
PASSAIC R
E17
0
004330
COOLING
JAN -DEC
3479
NJ-002—021—4
001
ITt>T - AVIONICS DIVISION
D TO PASSAIC R
El 7
0
334000
COOLING
JAN -DEC
3729
NJ-002-496-1
001
ART METAL USA INC
PASSAIC R
E17
0
077400
COOLING
JAN -DEC
4931

-------
TABLE 7-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR PASSAIC, NJ
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8	CRITERIA
7 CHLDRDANE
17 HEPTACHLOR
19 ISCIPIIORONE
?? ANTIMONY
23 ARSENIC
26 CADMIUM
P7 CHROMIUM
28 COPPER
29 CYANIDES
30 LEAD
31 MERCURY
3? NICKEL
33 SELENIUM
34 SILVER
35 THALLIUM
m
z
o
Z 36 ZINC
m
m
33 	
CO
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0	06410*
1	26000*
0 26600
0	24000*
2	11000
41 50000
1	24000
24 50000*
0 53200
10 50000*
0 73B00
14 50000
O OOB68
0	17100*
1	57000
30 70000
0 02170
0 42700
0 18500*
3	63000*
0 00000
0 00000
2	87000
56 50000*
0	00000
O	00000
O	00000
O	00000
O 00000
0	00000
0	00000
o	ooooo
O	47700*
3	49000*
0	80900*
5	93000*
14	60000
107	OOOOO*
8 09000*
59 30000*
1	62000*
11	90000*
5	47000
40 30000*
O 06470
O 47400*
10 50000
77	10000*
0	16200
1	19000
1	37000*
10 10000*
0 OOOOO
0 OOOOO
20 20000
148 OOOOO*
0
5
/
05
4
47
1
11
31
61
10
118
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
24500*
75000*
50800
69000*
57000
OOOOO*
25000*
70000*
02000
40000*
830O0
70000*
03330
37300*
49000
70000"
08310
73300
70700*
93000*
OOOOO
OOOOO
50000
OOOOO*
0 OOOOO
0 OOQOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 14600*
2 06000*
0 30200
4 27000*
4	50000
63 80000*
2	52000
35 80000*
0	60300
8 55000*
1	68000
23 OOOOO
0 01980
0 27900*
3	27000
46 30000»
0 04940
0 69900
0 41900*
5	95000*
0 OOOOO
0 OOOOO
6	23000
8B 20000*
0 00001
O 00026
0 00001
O 00026*
0	12000
2 5B000
1	28000
25 70000
O 02990*
O 60500*
0 04630
O 93400*
0	72000
14 60000
1	6BOOO
33 90000*
0	07970
1	61000*
1 55000
31 40000*
0 00962
0	17400*
1	80000
36 40000"
O 00797
0	16100
1	35000*
27 30000*
O OOOOO
0 OOOOO
2	28000
46 OOOOO*
0 00001
O OOOIO
0 00001
0 00010
0 08180
0 96700
0 82200
7 72000
0 07160*
0 84600*
0	13800
1	63000*
2	08000
24 60000
1 98000
23 50000*
0	26800
3	17000*
1	57000
18 70000
0 01330
0 15700*
2	33000
P7 50000
O 02290
0	27000
1	02000*
12 OOOOO*
0 OOOOO
0 OOOOO
3	69000
43 70000*
O 00001
0 00010
0 00001
0 00010
0 08180
0 76700
0 82200
7 72000
0	09680*
1	14000*
0 21500
2	55000*
2 07000
34 lOOOO
2 45000
28 90000*
0	42200
4 99000*
1	89000
22 40000
O 01670
O 19700*
2	92000
34 50000*
0 03140
0	37200
1	09000*
12 90000*
O OOOOO
0 OOOOO
4 80000
56 80000*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 04820
O 56600
0 10900*
2	22000*
0 28700
3	36000*
4	3D000
SO 80000*
2	43000
28 50000*
0	57200
6 72000*
1	67000
17 60000
0 06730
O 76)900*
3	14000
36 70000"
0	07500
1	12000
0 45300*
5	"31000*
0 04820
0 56600
5 99000
70 40000*
0 02400
0 00023
460 OOOOO
120 OOOOO
0 02000
0 61900
50 OOOOO
68000
1 40000
30 70000
0 OUOOO
33 70000
9 /OOOO
0 00900
4 OOOOO
39 80000

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 1
CALC
POINT
CALC
POINT 3
CALC
POINT 4
CALC
POINT 5
CALC
POINT 6
CALC
POINT 7
CALC
POINT 8
CRITERIA
46 CHLOROMFTHANE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00025
0 00273
2 OOOOO
47 DICHLOROMETHANE
O 00543
0 10700
0 04040
0 27700
0 02080
0 23300
0 01240
0 17500
0 25700
5 19000*
0 16900
2 OOOOO*
0 17100
2 03000*
0 01210
0 14200
2 OOOOO
48 CHLOPODIBROMO-
METHANE
0 00174
0 03420
0 01290
O 09490
0 00665
0 07460
O 00395
O 05590
0 00064
0 01290
0 00183
0 02160
0 00251
0 02970
0 00381
0 04470
49 DICHL0R03R0M0-
METHANE
51 TPICHLOROMETHANE
52 TETRACHLORO-
METHANE
O 00706
O 13900
0	05750
1	13000
0 01630
0 32000
0 05260
0 38500
0 42900
3 14000*
0 12100
O 88900
0 02700
0 30300
O 22000
2 47000*
0 06240
O 69900
O 01610
0 22700
0	13100
1	85000
0 03710
O 92500
0 00259
0 05230
0 27600
5 58000*
0 00597
O 12100
0 00743
0 08780
0 22400
2 65000*
0 01710
O 20300
0 01020
0 12100
0 24700
2 92000*
0 02360
0 27900
0 01550
0 18100
0	12600
1	48000
0 03570
0 41900
2 OOOOO
10000
60000
55 CHLOROETHANE
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00017
0 00195
37 1.2-DICHLORO-
ETHANE
0 00185
0 03630
0 01380
0 10100
0 00707
0 07930
O 00420
O 05950
0 00068
0 0137O
0 00194
O 02290
0 00267
0 03160
0 00405
0 04750
7 OOOOO
58 1,1.1-TRICHLORO-
ETHANE
0 01190
0 23500
0 08G90
0 65200
0 04570
0 51300
0 02720
O 38500
0 00438
0 08850
0 01260
0 14900
0 01730
0 20400
0 02620
0 30700
5300 OOOOO
59 1, 1, 2--TRICHL0R0-
E.T HANE
0 00489
O 09610
0 03640
O 26700
0 01870
0 20900
O 01110
O 15700
0 00179
O 03620
0 00514
O 06080
0 00707
O 08360
0 01070
0 12600
2 70000
60 1.1.2. 2-7ETRA-
(•IILniUH'TMANE
0 141OO
2 70OOO*
1 05000
7 71000*
0 54000
h 06000*
O 32100
4 H'jOOO*
0	051 GO
1	OOOOO
0	14900
1	76000
O 204O0
P. 420O0*
0 30900
3 61000*
1 OOOOO
66 TtrRACMLORO-
ETHFNr
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
o oooon
O OOO90
OOOOO
70 HEXACHLOROCYCLO-
PENTADIENE
0 00315
O 06200
0 OOOOO
0 OOOOO
0 00184
O 02070
O 00109
O 01550
0 OOOOO
0 OOOOO
0 00039
0 00465
0 00108
0 01280
0 OOOOO
0 OOOOO
0 39000
8
o
z
m
m
33
(/>
78 BENZENE
80 1.2-D1CHL0R0-
BENZfTNE
82 1.4-D1CHL0R0-
BENZENE
0 00651
0 12800
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 04850
0 35600
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O 02490
0 27900
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 01480
O 20900
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00239
0 04830
0 00064
O 01300
0 0003?
O 00650
0 00686
0 081 10
0 00041
0 00488
0 00021
0 00244
O 00943
0 11100
0 00041
O O0488
0 00021
0 00244
O 01440
0 16900
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
15 OOOOO
44 OOOOO
190 OOOOO

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8	CRITERIA
84 HEXACHLORO-
BENZENE
86 NITROBENZENE
87 TOLUENE
90 PHENOL
91 2-CHL0R0PHEN0L
92 2.4 -DICHLORO-
PHENOL
94 PENTACHLORO-
PHENOL
96 4-NITROPHENOL
98 2,4-DIMETHYL-
PHF.NOL
101	DIMETHYL-
PHTHALATE
102	DIErilYL-
PH1HALATE
103	DI-N-RUTYL-
PI-UIIALATF
104	DI-N OCTYL-
PHTHALATE
105	B15(2-FT HVL—
HEXYL) PHTHALATE
0	00000
0	00000
0	00000
0	00000
0	04070
0	80100
0	84700
16	70000
O	OOOOO
O	OOOOO
0	OOOOO
0	OOOOO
0 OOOOO
0 OOOOO
0	OOOOO
0 OOOOO
O	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
O	OOOOO
0	0O315
0	06200
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0	18600
1	36000
6 31000
46 30000
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0	10500
1	18000
3 24000
36 40000
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
O 00184
O 02070
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O 06230
0	88200
1	93000
37 30000
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O 00109
O 01550
0 00013
0 00260
0 00064
0 01300
0 00916
0 18500
0 31100
6 27000
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00032
0 00650
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0	06410
1	29000
0 02570
0 51800
0	00008
0	00098
0	00041
0	0O488
0	02830
0	33400
0	89100
10	50000
0	OOOOO
0	OOOOO
0'OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	00021
0	00244
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	041 10
0	40600
0	01680
0	19900
0	00008
O	00090
0	00041
O	00408
0	04150
0	49100
1	23000
14	50000
O	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
0	OOOOO
O	OOOOO
O	OOOOO
0	00021
0	00244
O	OOOOO
O	OOOOO
0	OOOOO
O	OOOOO
O	041lO
O	48600
O	01750
O	20700
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 05490
0	64400
1	06000
21 80000
O OO40?
O 05660
0 00482
0 05660
O 00096
0 01130
0 00482
0 05660
0 004G2
0 05660
0 00241
0 02030
O 0024 1
O 02030
0 0024 1
o oprrio*
0 0024 1
0 02030
0 00096
O 01130
0 00*500
30 OOOOO
17 40000
600 OOOOO
O 30000
0 40000
6 20000
9 70000
9 70000
0 16000
0 06000
o oo:>oo
10 OOOOO
w 106 BUT/L DENZYL-
m	PHTIIAIATE
o
108 ACCNAPHTHYLENE
m
m	
•33
w
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 00006
O 00130
0 OOOOO
0 OOOOO
0 00004
O 0O049
0 OOOOO
0 OOOOO
O 00004
O 00049
0 OOOOO
O OOOOO
0 0004B
O 00566
0 00096
0 01130

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIDNS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 1
CALC
POINT 2
CALC
POINT 3
CALC
POINT 4
CALC
POINT 5
CALC.
POINT 6
CALC
POINT 7
CALC
POINT 8
CRITERIA
-^1
I
109
ANTHRACENE
0
00000
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00096


0
00000
0
ooooo
0
ooooo
0
CjOOOO
0
ooooo
0
ooooo
0
ooooo
0
01130
115
CHRYSENE
0
00000
0
ooooo
0
ooooo
0
OOOOO
0
00001
0
00001
0
00001
0
ooooo


0
00000
0
ooooo
0
ooooo
0
OOOOO
0
00026
0
00010
0.
00010
0
ooooo
117
FLUORANTHENE
0
ooooo
o
ooooo
0
ooooo
0
OOOOO
0
00013
0
00008
0
00009
0
ooooo


0
00000
0
ooooo
0
ooooo
0
OOOOO
0
002&0
0
0009B
0
0009B
0
ooooo
i ie
FLUORENE
0
ooooo
0
ooooo
0
ooooo
0
OOOOO
0
ooooo
0
ooooo
0
ooooo
0
00096


0
ooooo
0
ooooo
0
ooooo
0
OOOOO
0
ooooo
0
ooooo
0.
ooooo
0
01130
130
NAPHTHALENE
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0.
00064
0
0004!
0
00041
o
00482


0
ooooo
o
ooooo
0
ooooo
o
ooooo
0.
01300
o
00488
0.
00488
0
05660
121
PHENANT HRENE
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00013
0
00008
0.
00008
o
00096

0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00260
0
00098
0
00098
0
01130
I?2
PYRENE
0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00001
0
00001
0
00001
0
00010


0
ooooo
0
ooooo
0
ooooo
0
ooooo
0
00026
0
00010
0.
OOOIO
0
OOl 13
200 00000
143 00000
s
nr
z
n
z
m
ro
JO
c/)

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
ALDRIN
3 ALPHA-BHC
4 BETA-BHC
5	GAMI1A-BHC
(LINDANE)
6	DELTA-BHC
7 CHLORDANE
10 DDT
12	ALPHA-ENDOSULFAN
13	BETA-ENDOSULFAN
15 ENDRIN
17 HEPTACHLOR
19 I90PIIORONE
22	ANTIMONY
23	ARSENIC
25 BERYLLIUM
m
z
2 26 CADMIUM
Z
m
m 		
3D
V)
CALC
POINT 9
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00005
0 00000
0 00000
0 00000
0.00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00005
0 04050
0 47700
0 43200
5 09000
0	14400*
1	69000*
0 00000
0 00000
0 25100
2	96000*
CALC
POINT 10
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
O 00000
O 00000
O 00000
0 00000
0 00000
O 00005
0 00000
O 00000
0 00000
0 00000
0 00000
0 00000
0 00000
o. ooooo
0 ooooo
0 00005
0 04050
O 47700
0 43200
5. 09000
0	14400*
1	69000*
0 OOOOO
O OOOOO
0 25100
2	96000*
CALC
POINT 11
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 00045
0 00105
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 00045*
0 00105*
0 ooooo
0	ooooo
2 01000
4 75000
4 35000*
10 30000*
1	78000*
4 22000*
5. 97000*
14. 10000*
CALC
POINT 12
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0. ooooo
0 ooooo
0 ooooo
0 ooooo
0 00002
0 00018
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 00002
0 00018
0 03770
0 45500
0 47600
5 46000
0 25600*
2.94000*
0 04760
0 54600*
0 40500
4 65000*
CALC
POINT 13
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O ooooo
0 ooooo
0 ooooo
0 00002
O 00018
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
0 ooooo
0 00002
0. 00018
O 03970
O.45500
0 47900
5 49000
0 26300*
3 01000*
0.05080
O 58200*
0 41300
4.74000*
CALC
POINT 14
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0. ooooo
0 ooooo
0 ooooo
0 ooooo
0. ooooo
18 70000
64. 10000
18.70000*
64 lOOOO*
18.70000*
64.10000*
18 70000*
64.10000*
CALC
POINT 15
O OOOOO
0.OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
o 00001
O 00055
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0. ooooo
0 00001
0	00055*
O.03610
1	38000
0. 66400
25 40000
0 46700*
17.80000*
0 27400*
10.50000*
0 60400
23 10000*
CALC
POINT 16
0 00056*
0 02150*
0 00281
0 10700*
0 00281
0 10700*
0 0O281
0 10700*
0 00001
0 00027
0 00002
0 00061
0 00056*
0 02140*
0 00056
0 02140
0 00036
0 02140
0 00056
0 02140*
0 00058*
0	02190*
0.03610
1	3(3000
0 94500
36 10000
0 75800*
28 90000*
0 274O0*
10 50000*
0 90600*
34 60000*
CRITER IA
0 00005
O 01600
0 02800
O 05400
0 02100
O 02400
0 00023
0 04200
0 04200
0 00200
0 00023
460 OOOOO
120 OOOOO
0 02000
0 09710
0 61900

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC.
POINT 9
CALC.
POINT 10
CALC
POINT 11
CALC.
POINT 12
CALC.
POINT 13
CALC
POINT 14
CALC.
POINT 13
CALC
POINT 16
CRITERIA
Z
a
3D
CO
27
CHROMIUM
3
62000
3
62000
73
30000*
5
49000
5
61000
18
70000
5.
34000
5
96000
50
OOOOO


42
60000
42
60000
173
OOOOO*
63
OOOOO*
64
30000*
64.
10000*
204.OOOOO*
228
OOOOO*


28
COPPER
2
44000
2
44000
41
60000*
3
49000*
3
57000*
18
70000*
3
48000*
3
95000*
2
68000


28
70000*
28
70000*
98
40000*
40
10000*
40
90000*
64
10000*
133.
OOOOO*
151
OOOOO*


29
CYANIDES
0
49800
0
49800
11
50000*
O
79400
0
81000
37
50000*
1.
19000
1
79000*
1
40000


5
87000*
3
87000*
27
20000*
9
11000*
9
29000*
128
OOOOO*
45
60000*
68
50000*


30
LEAD
J
78000
1
78000
28
90000
2.
51000
2
55000
18.70000
2.
55000
2
96000
30
70000


20
90000
20
90000
68
40000*
28
80000
29.20000
64.
10000*
97
50000*
113
OOOOO*


31
MERCURY
0
04220
0.
04220
2
32000*
0.
10300*
0.
10700*
18
70000*
0.
32500*
0
32700*
0
08000


0
49700*
0.
49700*
5
49000*
1.
18000*
1
23000*
64.
10000*
12
40000*
12
50000*


32
NICKEL
3.
03000
3
03000
S3
50000*
4
39000
4
46000
18.70000
4
29000
4
82000
33
90000


35
70000*
35
70000*
127
OOOOO*
50
40000*
51
20000*
64
10000*
164
OOOOO*
184.
OOOOO*


33
SELENIUM
0
06390
0
06390
2
58000
0
13100
0
13500
18.70000*
0
35100
0
35500
9
70000


0.
73300
0.
75300
6.
09000
1
51000
1.
55000
64
10000*
13. 40000*
13
60000*


34
SILVER
0
76800*
0
76800*
8
74000*
0
98500*
0.
99700*
18
70000*
1
14000*
1
45000*
0
00900


9
05000*
9
05000*
20
70000*
11
30000*
11.
40000*
64
10000*
43
40000*
55
30000*


35
THALLIUM
0
02430
0
02430
1
78000
0
07140
0
07460
18
70000*
0.
29600
0
29600
4
OOOOO


0
28600
0
28600
4
22000*
0
81900
0
85500
64.
10000*
11
30000*
11
30000*


36
ZINC
5
41000
5
41000
99
30000*
7
94000
8
09000
0.
oOooo
7
37000
8
12000
39
80000


63
70000*
63
70000*
235
OOOOO*
91
10000*
92.70000*
0
OOOOO
282
OOOOO*
310
OOOOO*


40
PCD-1242
0.
00000
0.
00000
0.
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
00020


0
00000
0
OOOOO
O
OOOOO
0
OOOOO
0
OOOOO
O
OOOOO
0.
OOOOO
O
OOOOS


46
CHLOROMETHANE
0
00013
0
00013
0
OOOOO
0
00012
0
00360
0
OOOOO
0
00328
0
00371
2
OOOOO


0
00140
0
00148
0
OOOOO
0
00141
0
04130
0
OOOOO
0
12500
0
14200


47
DICHLOROMETHANE
0
091 10
0
09110
0
19BOO
0
09440
0
09810
0
OOOOO
0.
08940
0
09090
2
OOOOO


1
07000
1
07000
0
46800
1
08000
1
13000
0.
OOOOO
3.
42000*
3
47000*


48
CHLORODIBROMO-
0
00317
0.
00317
0
06340
0
00479
0
00487
0
OOOOO
0
00444
0
00474



METHANE
0
03730
0
03730
0
14900
0
05490
0
05590
0.
OOOOO
0.
16900
0
18100


49
DICMLORODROMO-
0
01290
0.
01290
0
25800
0
01950
0
01980
0.
OOOOO
0.
01800
0
01930
2
OOOOO

MFTHANE
0
13200
0
13200
0
60900
o
22300
0
22700
0
OOOOO
O
68900
0
73600


50
TRIBFOMOMETHANE
0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
00007
2
OOOOO


0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0.
OOOOO
0
OOOOO
0
O0268



-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16	CRITERIA
51 TRICHLOROMETHANE
52	TETRACHLORO-
METHANE
53	TRICHLOROFLUORO-
METHANE
54	DICHLORO-
DIFLUOROMETHANE
55	CHLORUETHANE
56	1.1-DICHLORO-
ETHANE
57	1.2-DICHL0R0-
ETHANE
58	1. 1. 1-TRICHLORO-
ETHANE
59	1. 1. 2-TRICHL0R0-
ETHANE
60	1. 1. 2. 2-TETRA-
CHLOROETHANE
61	HEXACMl OROETHANE
65 TRICIILOROETHENE
66 TETRACHIORO-
ETUCNE
70 HEXACHLOROCYCLO-
PENTADIENE
72 BIS <2-CHL0R0-
ETHYL > ETHER
O 18600
2	19000*
0 02970
0.34900
0 00000
0.00000
0 00000
0 00000
O 00008
0.00099
0 00000
0 00000
0 00336
0 03960
O 02180
O 25600
0.00G91
0 10500
0 25700
3	03000*
0.00000
0.00000
0 00000
0 00000
0 00004
O. 00049
O 00054
0 00631
0 00000
O. 00000
0. 18600
2. 19000*
0 02970
0 34900
0 00000
0 00000
0 00000
0 00000
0 00008
0.00099
0 00000
0 00000
0.00336
0.03960
0 02180
0.25600
0 00891
0.10500
0.25700
3 03000*
0. 00000
0 00000
0.00000
0 00000
0 00004
0 00047
0 00054
0 00631
0. 00000
0 00000
2 10000*
4	96000*
0	59400
1	40000
0 00000
0 00000
0 00000
0 00000
O 00000
o ooooo
0 ooooo
0 ooooo
0. 06740
0	15900
0.43600
1	03000
0	53500
1	27000
5	33000*
12. 60000*
O 08920
0. 21100
0 35700
0.01400
0 17800
O 42200
0 OOOOO
0 OOOOO
0. OOOOO
0 OOOOO
0 23800
2 73,000*
0 04490
O 51500
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O 00008
O 00094
0 OOOOO
o OOOOO
0 00509
0.05840
0 03290
O 378O0
0 02290
0. 26400
0 39400
4 52000*
0 00238
0. 02730
O 00752
0. 10700
0.00480
O 05310
0 00052
0.00601
0.OOOOO
0 OOOOO
0 24100
2 76000*
0 04570
0 52400
0 OOOOO
0 OOOOO
0 00348
0 03990
0 00356
0.04080
0 0034B
0 03990
0.00865
0 09920
0.03350
0.38400
0 02390
0 27400
0. 40100
4.59000*
0 00254
0.02910
0.01020
0. 11600
0 00512
0. 03870
0.00052
0 00601
0. 00348
0. 03990
0 OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0.OOOOO
o ooooo
o ooooo
o. ooooo
0 ooooo
o ooooo
0 ooooo
0. ooooo
0 ooooo
0	ooooo
3.75000*
12. 80000*
1	87000*
6 41000*
O.93700
3 21000
3 75000
12.QOOOO
1.87000
6 41000*
0.00000
0 00000
0.OOOOO
O.OOOOO
0 21900
8 38000*
0 04160
1. 59000
0 OOOOO
0 OOOOO
0 00317
0 12100
0 00324
0 12400
0 00317
O.12100
0. 00788
0	30100
0. 03050
1	17000
0.06730
2	57000
0 38800
14 80000*
0.01370
0. 52300
0. 05480
2.09000
0	02740
1	05000
0 00048
0.01830
0.00317
0.12100
0 22900
B 77000*
0	04440
1	69000
0 00014
0 00536
O 00317
0 12100
0 00324
O 12400
0 00331
0 12600
0 00B34
0 31900
0	03260
1	24000
0 06810
2	60000
0. 41200
15 80000*
O 01370
0 5P300
0 11100
4 24000
0	02750
1	05000
0 00048
0.01830
0 00317
0 12100
2 10000
2 60000
32000 OOOOO
3000 OOOOO
7 OOOOO
5300 OOOOO
2 70000
1 80000
5 90000
21 OOOOO
2 OOOOO
0 39000
0 42000
b 73 BIS (2-CHL0R0-
3D
U)
ISOPPOPYL) ETHER
0 OOOOO
O OOOOO
0.OOOOO
0.OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 00348
0 03970
0 OOOOO
0.ooooo
0.00317
0.12100
0 00317
0 12100
11 50000

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT U POINT 12 POINT 13 POINT 14 POINT 13 POINT 16	CRITERIA
74 2-CHLOROETHYL
VINYL ETHER
0 00000
0 00000
0 00000
0 00000
O 00000
0 00000
0 00000
0 OQOOO
0 00348
0.03990
0 00000
0 00000
0 00317
0 12100
O 00317
0 12100
75 4-BR0M0PHENYL
PHEN/L ETHER
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00035
0 00399
0 00000
0 00000
0 00032
0 01210
0 00032
O 01210
6 20000
76 4-CHl OROPHENYL
PHENYL ETHER
0 00000
O 00000
0 00000
0 00000
0 00000
0 ooooo
0 ooooo
o ooooo
0 00035
O 00379
0 ooooo
o ooooo
0 00032
O 01210
0 00032
O 01210
77 B IS ( 2 -CHLORO—
ETIIOXY) METHANE
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 00348
0 03990
0 OOOOO
0 OOOOO
0 00317
0 12100
0 00317
0 12100
78 BENZENC
0 01190
0 14100
0 01190
0 14100
0 23800
0 56200
0 01800
0 20700
0 02010
0 23000
0 OOOOO
0 OOOOO
0 01830
0 69900
0 01970
0 75300
15 OOOOO
80 1.2-DICHLORO-
BENZENE
0 00020
0 00241
0 00020
0 00241
0 02230
0 05270
0 00079
0 00912
0 00079
0 00912
0.OOOOO
O OOOOO
0 00072
O 02770
0	02880
1	09000
44 OOOOO
B? 1. 4-DfCHLORO-
BENZENE
0 00010
0 00120
0 00010
0 00120
0 01120
0 02640
0 00040
0 00456
0 00040
0 00456
O OOOOO
O. OOOOO
0 00036
0.01380
O 01440
0 54900
190 OOOOO
83 1. 2. A-TRICHLORO-
BENZENE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0. ooooo
0.ooooo
0 ooooo
0 00561
0 21400
13 OOOOO
84 HEXACHLORO-
BENZENE
0 00004
0 00048
0 00004
0 00048
0 00446
0 01060»
0 00016
0 00182
0.00016
0. 00182
0 OOOOO
O OOOOO
0 00014
0 00554*
O 00014
O 00554»
0 00500
85 ETHYLBENZENE
0 OOOOO
0 OOOOO
0 OOOOO
0. OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0.OOOOO
0 OOOOO
O OOOOO
0. OOOOO
O. OOOOO
0 ooooo
0	0P010
1	07000
1100 ooooo
86 NITI?0Bt.N7ENC
0 00020
O 00241
0 00020
0 00241
0 02230
0 05270
0 00079
O 00912
0 00079
0 00912
0 OOOOO
0 OOOOO
0 0007?
0 02770
0 00072
0 02770
30 OOOOO
87 TOLUENE
0 04830
0 56800
0 04830
0 56000
0 91100
2 15000
0 07150
0 82000
0 07440
0 05400
0 OOOOO
0 OOOOO
0 06780
2 59000
0 10000
3 84000
17 40000
90 PHENOL
1 55000
18 20000
1 55000
18 20000
30 90000
73 10000
2 34000
26 80000
2 38000
27 30000
0 OOOOO
0 OOOOO
2 17000
82 80000
2 31000
88 40000
600 OOOOO
91 2-CHL0R0PHEN0L
0 00243
O 02860
0 00243
0 02860
0 OOOOO
0 OOOOO
0 00238
0 02730
0 00238
0 02730
0 OOOOO
0 OOOOO
0 00217
O 08290
0 00224
O 08550
0 30000
m
z
o
z
m
m
X)
CO
92	2,4-DICHLORO-
PHENOL
93	2.4,6-TRICHLORO-
PHENOL
0 00243
0 02860
0 OOOOO
O OOOOO
0 00243
0 02860
0 OOOOO
0 OOOOO
0 OOOOO
0. OOOOO
0 ooooo
0 ooooo
0 00238
O 07730
0 OOOOO
0 ooooo
0 00238
O 02730
0 OOOOO
0 OOOOO
0 OOOOO
o ooooo
0 ooooo
0.ooooo
0 00217
0 08290
0 OOOOO
O OOOOO
0	03030
1	16000»
O 00004
0 00134
0 40000
52 OOOOO

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
CALC
CALC
CALC
CALC
CALC
CALC
CALC
CALC
Z
o
z
m
m
23

POLLUTANT
POINT 9
POINT 10
POINT 11
POINT 12
POINT 13
POINT 14
POINT 15
POINT 16
CRITERIA
94
PENTACHLORO-
0
00049
0.
00049
0
00000
0
00048
0
00082
0
OOOOO
0
00075
0
00076
6
20000

PHENC1L
0
00373
0
00573
0
00000
0
00546
0
00945
0.
OOOOO
0
02870
0
02920


93
2-NITR0PHEN0L
0
00000
0
00000
0
00000
0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
00007
9
70000


0
00000
0
00000
0
00000
0
00000
0
00000
0
OOOOO
0.
OOOOO
0
00263


96
4-NITFOPHENOL
0
00243
0
00243
0
00000
0
00238
0
0023B
0
OOOOO
0
00217
0
00224
9
70000


0
02860
0
02860
0
00000
0
02730
0
02730
0
OOOOO
0
08290
0
08550


90
2.4 -DJMETHYL-
0
00243
0
00243
0
00000
0
00238
0
00238
0
OOOOO
0
00217
0
00217
9
70000

PHENGL
0
02860
0
02B60
0
00000
0
02730
0
02730
0
OOOOO
0
08290
0
0B290


100
4,6-DINITRO-
0
00000
0
00000
0
00000
0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
00004
12
80000

OP THO-CRESOL
0
00000
0
00000
0
00000
0
00000
0
OOOOO
0
OOOOO
0
OOOOO
0
00134


101
DIMFTHYL-
0
00132
0
00132
0
01120
0
00159
0
00246
0
OOOOO
0
00224
0
00227
0
16000

PHTHALATE
0
01550
O
01550
0
02640
0
01820
O
02820
0
OOOOO
0
08550
0
08690


102
DIC1HYL-
0
00122
0
00122
0
00000
0
00119
0
00206
0
OOOOO
0
00188
0
01590
0
06000

PH1HALATE
0
01430
0
01430
0
00000
0
01370
0
02360
0
OOOOO
0
07170*
0
60900*


103
DI-N-BUTYL-
0
00122
0
00122
0
00000
0
00119
0
00206
0
OOOOO
0.
00188
0
00191
0
00500

PHTHALATE
0
01430*
0
01430*
0
00000
o
01370*
0
02360*
0
OOOOO
0
07170*
0
07300*


104
DI-N-OCTYL-
0
02160
0
02160
0
01 120
o
02140
0
02230
0
OOOOO
0
02030
0
02030



PHTHALATE
0
25400
0
2540O
0
O2640
o
24600
0
25600
0
OOOOO
0
77600
0
77600


103
DIS< 2—ETHYL-
0
00917
0
00717
0
00446
0
00909
o
00944
0
OOOOO
0
00860
0
01420
10
OOOOO

HEX Yl. ) PHTHALATE
0
10000
0.
10800
0
01060
0
10400
0
10800
0
OOOOO
0
32900
0
54400


J 06
8UTYL IjrrNZYL-
0
00026
0
000.76
0
002.73
o
00032
0.
Q0049
0.
OOOOO
0.
0004 5
0
0004 3



PHTHALA1E
0
00310
0
00310
0
00327
0
00364
0
00564
0
OOOOO
0
01710
0
01740


108
ACCNArHIHYLCNF.
0
0004?
0
00049
0
00000
0
00040
0.
0004(3
0.
OOOOO
0.
00043
0
00043




0,
00cj/3
0
00373
0
00000
0
00046
0
00516
0
OOOOO
0
01660
0
01660


109
ANUIIMCCNE
0
00049
0
0004?
0
00000
0
00040
0.
00040
0
OOOOO
0.
00043
0
00043




0
00573
0
00373
0
00000
0
00546
0
00346
0.
OOOOO
0
01660
0
01660


113
CHRYSENE
0.
00000
0
00000
0
00045
0
00002
0
00002
0
OOOOO
0
00001
0
00001




0
00005
0
00005
0
00105
0
000 IB
0
00018
0.
OOOOO
0.
00055
0
00055


117
FLUOPANTHENE
0
00004
0
00004
0
00446
0
00016
0.
00016
0
OOOOO
0
00014
0
00014
200. OOOOO


0
00048
0
00040
0
01060
0.
00102
0
00182
0
OOOOO
0.
00554
0
00554


CO
FLUORENE
0
00049
0
0O049
0
00000
0
00048
0
00048
0.
OOOOO
0
00043
0
00043




0
00573
0
0O573
0
00000
0
00546
0
00546
0
OOOOO
0.
01660
o
01660



-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC.	CALC.	CALC.	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16
120
NAPHTHALENE
0
00264
0
00264
0
02230
0
00317
0
00317
0
00000
0
00289
0
00296


0
03110
0
03110
0
05270
0
03640
0.
03640
0
00000
0
11100
0
11300
121
PHENANTHRENE
0
00053
0
00053
0
00446
0
00063
0
00063
0
00000
0.
00058
0
00058


0
00621
0
00621
0.
01060
0.
00728
0.
00728
0
00000
0
02210
0.
02210
122
PYRENE
0
00005
0
0Q005
0.
00045
0
00006
0
00006
0
00000
0
00006
0
00006


0
00062
0
00062
O
0010S
0.
00073
0
00073
0
00000
0.
00221
0
00221
12?
ACKYLONITRILE
0.
00000
0.
00000
0
00000
0
00000
0
00348
0
00000
0.
00317
0
00317


0
00000
0
00000
0
00000
o
00000
0.
03970
0
00000
0.
12100*
0
12100*
CRITERIA
143 00000
0 00000

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC.	CALC.	CALC.	CALC.	CALC	CALC.
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
1
ACROLEIN
0
OO 000
0.
ooooo
0.
ooooo
0
03380
0.
00061
O.
00059
0.
ooooo
0
00058
1
20000


0
00000
0
ooooo
0
ooooo
0.
26800
0.
01970
0.
01860
0
ooooo
0
01680


2
ALEJR IN
0
00000
0
00035*
0.
00O55*
0
00056*
0.
00055*
0
00053*
0
ooooo
0.
00053*
0
00005


0
00000
0
01940*
0
01940*
0
00268*
0
01790*
0
01690*
0
ooooo
0
01520*


3
ALPHA-BHC.
0
00000
0
00276
0
00276
0.
00279
0
00277
0
00267
0.
ooooo
0
00265
0
01600


0
ooooo
0
09710*
0
09710*
0
01340
0
08950*
0
08450*
0.
ooooo
0
07610*


4
BETA-BHC
0
00000
0
00276
0
00276
0
O0279
O
00277
0
00267
0.
ooooo
0
00263
0
02800


0
ooooo
0
09710*
0
09710*
0.
01340
0
08950*
0.
08450*
0.
ooooo
0
07610*


9
GAMMA—BHC
0
ooooo
0
00276
0
00276
0
00279
0
00277
0
00267
0.
ooooo
0.
00265
0
05400

(LINDANE)
0
ooooo
0
09710*
0.
09710*
0
01340
O
08950*
0
08450*
O
ooooo
0
07610*


6
DELTA-BHC
0
ooooo
0
00001
0.
00001
0.
00279
0
00004
0.
00004
0
ooooo
0
00004
0.
02100


0
ooooo
0
00024
0
00024
0
01340
0
00121
0
00114
0.
ooooo
0
00103


7
CHLORDANE
0.
ooooo
0
00002
0
00002
0
OOOOO
0
00002
0.
00001
0
ooooo
0
00001
0
02400


0.
ooooo
'o.
00055
0
00055
0
OOOOO
0.
00050
0
00047
0
ooooo
0
00043


9
DDE
0
ooooo
0
OOOOO
0
OOOOO
0.
00056*
0.
00001
0
00001
o
ooooo
0
00001
0
00023


0.
ooooo
0
OOOOO
0
OOOOO
0
00268*
0.
00020
0.
00019
o
ooooo
0.
00017


10
DDT
0
ooooo
0
00035*
0
00055*
0.
OOOOO
0.
00055*
0.
00053*
0.
ooooo
0
00052*
0
00023


0
ooooo
0
01940*
0.
01940*
0
OOOOO
0.
01770*
0
01670*
0.
ooooo
0
01500*


11
DIELDRIN
0.
ooooo
0
OOOOO
0.
OOOOO
0
00056*
0
00001
0.
00001
0
ooooo
0
00001
o
00003


0
ooooo
0
OOOOO
0
OOOOO
0.
00268*
0
00020*
0.
00019*
0
ooooo
0
00017*


12
ALPHA-ENDOSULFAN
0.
OOOOO
o.
00033
0
00053
0
00036
O.
00055
0.
00053
0.
OOOOO
0
00053
0
04200


0.
OOOOO
0
01940
0
01940
0
00268
0.
01790
0
01690
0
OOOOO
0
01520


13
GETA-ENDOSULFAN
0
OOOOO
0
00055
0
00055
0
OOOOO
0.
00055
0
00053
0
OOOOO
0
00052
0
04200


0
OOOOO
0
01940
0
01940
0
OOOOO
0.
01770
0
01670
0.
ooooo
0
01500


13
ENDRIN
0
ooooo
0
00055
0
00055
0.
00036
0.
00053
0
00053
0
ooooo
0
00053
0
00200


0
ooooo
0.
01940*
0.
01940*
0
00268*
o
01790*
0.
01690*
0
ooooo
0
01320*


17
HEPTACHLOR
0
ooooo
0.
00056*
0
00056*
0
OOOOO
0
00056*
0.
00054*
0
ooooo
0
00054*
0.
00023


0
ooooo
0.
01990*
0
01990*
0
OOOOO
0.
01810*
0.
01710*
0.
ooooo
0
01540*


18
HEPTACHLOR
0
ooooo
0
OOOOO
0
OOOOO
0
00056*
0.
00001
0.
00001
0.
ooooo
0.
00001
0
00023

EPOXIDE
0.
ooooo
0.
OOOOO
0.
OOOOO
0
00268*
0
00020
0.
00019
O
ooooo
0
00017


19
ISOPHORONE
0
ooooo
0
03550
0
03550
0.
OOOOO
0.
03520
0.
03390
0
ooooo
0
03360
460
OOOOO


0.
oooocf
1
23000
1
25000
0
OOOOO
1
14000
1.
07000
0.
ooooo
0.
*76700



-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
22	ANTIMONY
23	ARSENIC
25 BERYLLIUM
36 CADMIUM
27	CHROMIUM
28	COPPER
29	CYANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELF.NIUM
34	SILVER
35	THALLIUM
36	ZINC
38 PCS-1221
2 39 PCE-J232
Z
m	
30
V)
CALC
POINT 17
0	00000
0	00000
2	43000*
4	38000*
0	00000
0	00000
4	33000*
7	79000*
74	50000*
134	00000*
41	50000*
74	60000*
B 65000*
13 60000*
28 10000
50 50000*
0	33000*
0	59400*
53	aoooo*
96	90000*
0	Q2500
1	49000
7	01000*
12	60000*
0	00000
0	00000
103	00000*
186 OOOOO*-
o	ooooo
0	ooooo
0	ooooo
0	ooooo
CALC
POINT 18
0
32
0
28
0
9
0
35
7
270
172
1
6?
3
127
0
1 1
6
213
0
12
1
56
0
10
10
370
O
0
0
0
92700
60000
80500*
30000*
26900*
46000*
99600*
OOOOO*
69000
OOOOO*
90000*
OOOOO*
97000*
40000*
60000
OOOOO*
32900*
60000*
07000
OOOOO*
36900
90000*
59000*
10000*
29000
20000*
50000
OOOOO*
OOOOO
OOOOO
OOOOO
ooooo
CALC
POINT 19
0 92700
32 60000
0 80500*
28 30000*
0 26900*
9 46000*
0	99600*
35 OOOOO*
7 69000
270 OOOOO*
4 90000*
172 OOOOO*
1	97000*
67 40000*
3 60000
127 OOOOO*
0 32900*
11	60000*
6 07000
213 OOOOO*
0	36900
12	90000*
1	59000*
56 10000*
O 29000
10 20000*
10 50000
370 OOOOO*
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
CALC
POINT 20
0	27900
1	34000
0	32200*
1	54000*
0	27900*
1	34000*
0	35100
1	69000*
1 58000
7	57000
1 OOOOO
4	80000*
0 70300
3 37000*
O 76900
3 69000
0	28500*
1	37000*
1 22000
5	04000
0	29400
1	41000
0	40200*
1	93000*
0 OOOOO
0	OOOOO
1	80000
8	65000
0 00056*
0 00268*
0 00056*
0 00268*
CALC
POINT 21
O
29.
0
35
0
8
0
32
7
247
4
158.
1
63
3
116
0
lO
6
195
0
1 1
1.
51.
0
9
10
338
O
0
0
o
92200
BOOOO
80100*
90000*
26900*
72000*
99100*
10000*
64000
OOOOO*
87000*
OOOOO*
96000*
50000*
58000
OOOOO*
32900*
60000*
02000
OOOOO*
36900
90000*
59000*
30000*
28800
30000*
50000
OOOOO*
00001
00020
00001
00020
CALC
POINT 22
0 89100
28 20000
0 77800*
24 60000*
0	26600*
8 44000*
0.96100*
30 40000*
7 38000
234 OOOOO*
4 71000*
149 OOOOO*
1	89000*
60 lOOOO*
3
109
0
10
5
184
0
11.
1
48
0
8
10
319
O
0
0
O
46000
OOOOO*
31900*
10000*
82000
OOOOO*
36000
40000*
53000*
60000*
27900
83000*
10000
OOOOO*
00001
00019
00001
00019
CALC
POINT 23
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0. OOOOO
0 ooooo
0 ooooo
0.ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o. ooooo
o.ooooo
0 ooooo
0.ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
0 ooooo
0 ooooo
0. ooooo
CALC
POINT 24
0
25
0
22
0
7
0
27
7
210
4
134
1
34
3
98
0
9
5
166
0
10
1
43
0
7
10
288
O
0
0
o
88300
40000
77100*
20000*
26400*
59000*
95300*
40000*
32000
OOOOO*
67000*
OOOOO*
88000*
lOOOO*
43000
60000*
31600*
08000*
77000
OOOOO*
35700
30000*
52000*
70000*
27600
94000*
00000
OOOOO*
00001
00017
00001
00017
CRITERIA
120 OOOOO
0 02000
0 08710
0 61900
50 OOOOO
2 68000
1 40000
30 70000
0 08000
33 90000
9 70000
0 00900
4 OOOOO
39 80000
O 00020
0 00020

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT IB POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
40
PCB-124?
0
0
00000
00000
0
0
OOOOO
00003
0
0
OOOOO
00005
0
0
00056*
00268*
0
0
00001
00024*
0
0
oooot
00023*
0
0
OOOOO
OOOOO
0
0
00001
00021*
O
00020
41
PCB-1248
0
0
00000
00000
0
0
OOOOO
OOOOO
0
0
OOOOO
OOOOO
O
0
if
00056*
0026B*
0
0
00001
00020
0
0
00001
00019
0
0
OOOOO
OOOOO
0
0
OOOOl
00017
0
00020
44
2-CHLORO-
NAPHTHLENE
0
0
00000
00000
0
0
OOOOO
OOOOO
0
0
OOOOO
OOOOO
0
0
00056
00268
0
0
00001
00020
0
0
00001
00019
O
O,
OOOOO
OOOOO
0
0
00001
00017


46
CHl.OROMETHANE
0
0
ooooo
00000
0
0
00364
12B00
0
0
00364
12800
0
0
05580
26B00
0
0
00422
13600
0
0
00407
12900
0
0.
OOOOO
OOOOO
0
0
00403
11600
2
OOOOO
47
DICHLOROMETHANE
0
0
20600
37100
0
3
09440
32000*
0
3
09440
32000*
0
0
05940
28500
0
3
09410
05000*
0
2
09080
88000*
0.
0
OOOOO
OOOOO
0
n
e.
09010
59000*
2
OOOOO
48
CHL OPODIBROMO-
METHANE
0
0
06600
11900
0
0
00629
22100
0
0
00629
22100
0
0
05690
27400
0
0
00605
22200
0
0
00686
21700
0
0
OOOOO
OOOOO
0
o
00630
19*500


49
DICIILORO3ROI10-
METHANF.
0
0
26800
40300
0
0
02550
89(300
0
0
02550
09800
0
0
06050
29000
0
O
02590
B4000
0
0
02510
79300
0
0.
OOOOO
OOOOO
0
0
02480
71400
2
OOOOO
50
TRIBPOMOMETHANE
0
0
OOOOO
OOOOO
0
0
00007
O0242
0
0
00007
00242
0
0
02790
13400
0
O
00037
01210
0
0
00036
01140
0.
0.
OOOOO
OOOOO
0
0
00036
01030
2
OOOOO
51
TRICHLOROMETHANE
2
3
19000*
94000*
0
9
27900
82000*
0
9
27900
02OOO*
0.
0
09400
45100
O
8
27800
99000*
0
8
26900
51000*
0
o
OOOOO
OOOOO
0
7
26600
66000*
2
lOOOO
32
TETRACHLORO-
t1E1 IIANE
0
1
61900
11000
0
2
05B90
07000
0
o
c.
05870
07000
0
0
03070
18600
0
1
05300
90000
0
1
05680
79000
0
0
OOOOO
OOOOO
0
1
05630
62000
n
e.
60000
53
TRICHLOPDrLUORO-
HETHANE
0
0
OOOOO
OOOOO
0
0
00014
00484
0
0
00014
00434
0
0
05580
26800
0.
0.
00075
02410
0
O
00072
02280
0.
0.
OOOOO
OOOOO
0
o
00071
02050
32000
OOOOO
54
DICIfl ORO-
DIFLUOROMETHANE
0
0
OOOOO
OOOOO
0
0
00311
10900
0
0
0031 1
10900
0
o
05580
26600
0
0.
00369
11900
0.
0
00356
11300
0
0
OOOOO
OOOOO
0
0
00353
10200
3000
OOOOO
55
CHLOROETHANE
0
0
OOOOO
OOOOO
0
0
00318
11200
0
0
00318
11200
0
0
055B0
26800
O
0
00376
12200
0
o
00363
11500
0
0
OOOOO
OOOOO
0
0
00360
10400


56
1.1-DICHLORO-
ETHANE
0
0
OOOOO
OOOOO
0
0
00325
11400
0
0
00325
11400
0
0.
0558O
26800
O
0
00383
12400
0
o
00369
11700
0
0.
OOOOO
OOOOO
0
0
00366
10500


57
1, 3-DICHLORO-
ETHAME
0
0
07010
12600
0
0
00993
34900
0
0
00993
34900
0
0
05710
27400
0
0.
01050
33800
0.
0.
01010
31900
0
0
OOOOO
OOOOO
0.
0
01000
28800
7
OOOOO
58
1. 1. 1-TRICHLORO-
ETHANE
0
0
45400
81700
0
1
04320
52000
0
1
04320
52000
0
0
00793
03810
0
1.
04270
39000
0
1
04140
31000
0.
0.
OOOOO
OOOOO
0
1
04110
18000
5300
OOOOO
m
30

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC
CALC
CALC
CALC
CALC
qALC



POLLUTANT
POINT 17
POINT 18
POINT 19
POINT 20
POINT 21
POINT 22
POINT 23
POINT 24
CRITERIA
39
1,1, 2-TRICHLORO-
0
18600
0
07150
0
07150
0
03910
0.
07150
0
06920
0
ooooo
0
06860
2
70000

ETHANE
0
33400
2
51000
2
51000
0
2B400
2
31000
2
19000
0.
ooooo
1
97000


60
1,1, 2, 2-TETRA-
5
36000*
0
53800
0
53300
0
12200
0
53400
0
51600
0
ooooo
0
51100
• 1
80000

CHLOROETHANE
9
65000*
IS
90000*
IS
90000*
0
59400
17
30000*
16
30000*
0.
ooooo
14
70000*


61
HEXACHLOROETHANE
0
00000
0
01350
0.
01350
0
OOOOO
0
01330
0
01290
0.
ooooo
0
01280
5
90000


0
00000
0
47300
0
47300
0
OOOOO
0
43100
0
40900
0
ooooo
0
36800


62
CHLOROETHENE
0
00000
0
OOOOO
0
OOOOO
0
05580
0
00061
0
00059
0
ooooo
0
00058
517
OOOOO

(VINYL CHLORIDE)
0
00000
0
OOOOO
0
OOOOO
0
26800
0.
01970
0.
01860
0
ooooo
0
016B0


63
1,1-D1CHL0R0—
0
00000
0
OOOOO
0
OOOOO
0
05580
0
00061
0.
00059
0
ooooo
0
00058
1
30000

ETHENE
0
00000
0
ooooo
0
OOOOO
O
26800
0
01970
0
01860
0.
ooooo
0
01680


64
TRANS-DICHLORO-
0
00000
0
ooooo
0
OOOOO
0
05580
0
00061
0.
00059
0
ooooo
0
00058
620
OOOOO

ETHENE
0
ooooo
0
ooooo
0
OOOOO
0
26800
0
O1970
0
01860
0
ooooo
0
01680


65
TRICHLOROETHENE
0
00000
0
10900
0.
10900
0
05580
0
10800
0
10500
0.
ooooo
0
10400
21
OOOOO


0
ooooo
3
03000
3
83000
0
26800
3
51000
3
32000
0.
ooooo
2
99000


66
TETRACHLORO-
0
ooooo
0
02700
0
02700
0
02790
0
02710
0.
02620
0.
ooooo
0
02600
2
OOOOO

E1HENE
0
ooooo
0
94900
0.
94900
0
13400
0.
87500\
0
83100
0
ooooo
0
74800


67
1,2-OICHLORO
0
ooooo
0
OOOOO
0
OOOOO
0
05580
0.
00061
0
00059
0
ooooo
0
00058
200
OOOOO

PROPANE
0
ooooo
0
OOOOO
0
OOOOO
0
26800
O
01970
0
01860
0
ooooo
0
01680


68
1,3-DICHL0R0-
0
ooooo
0
OOOOO
0
OOOOO
0
05580
0
00061
0
00059
0
ooooo
0
00058
0
63000

PRQPENE
0
ooooo
0
ooooo
0
OOOOO
0
26800
0
O1970
0
01860
0
ooooo
0
01680


69
HEXAC.HLORO-
0
ooooo
0
ooooo
0
OOOOO
o
01390
0
00013
0
OO013
0
ooooo
0
00015
0
77000

3UTAD1FNE
0
ooooo
0
ooooo
0
ooooo
0
06700
0.
00493
0
00463
0.
ooooo
0
00419


70
HEXACHLOROCYCLO-
0
00400
0
00057
0
00057
0
OOOOO
0
00036
0
00054
0.
ooooo
0
00054
0
39000

PENTADIENE
0
00730
0
01970
0
01990
0
OOOOO
0
O1B20
O
01720
0
ooooo
0
01350


72
BIS ' 2--CHL0R0-
0
ooooo
0
0031 1
0
00311
0
05580
0
00369
0
00356
0.
ooooo
0
00353
0
42000

ETHYL) ETHER
0
ooooo
0
10900
0
10900
o
26800
o
11900
0
11300
0.
ooooo
0
10200


73
BIS < 2—CHLORO—
0
ooooo
0
00311
0
O0311
0
05580
0
00369
0
00356
0
ooooo
0
00353
11
50000

ISOPROpVl) ETHER
0
ooooo
0
10900
0
10900
0
26800
0
11900
0
11300
0
ooooo
0
10200


74
2-CHL0R0ETHYL
0
ooooo
0
00311
0
00311
0
05580
0
00369
0
00356
0
ooooo
0
00353



VINYL ETHER
0
ooooo
0
10900
0
10900
0
26800
0
11900
0
11300
0
ooooo
0
10200


73
4-BR0M0PHENYL
0
ooooo
0
00031
0
00031
0
00558
0
00037
0.
00036
0
ooooo
0
00035
6
20000

PHENYL ETHER
0
ooooo
0
01090
0
01090
0
02680
0
01190
0
01 130
0.
ooooo
0
01020


30
W

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC.	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
76	4-CHL0R0PHENYL
PHENYL ETHER
77	BIS(2-CHLORO-
ETHOXY) METHANE
78	BENZENE
0 00000
0 00000
0 00000
0 00000
0 24800
0 44600
0 00031
0.01090
0 00311
0 10900
0 02550
0. 89500
0 00031
0 01090
0 00311
0 10900
0. 02550
0. 09500
0 00000
O 00000
O.00000
O 00000
0 03220
0 15500
0 00031
O. 00997
0. 00309
0. 09970
O. 0256O
O 82800
0. 00030
0 00942
0 00297
0. 09420
0 02500
0 79200
0 00000
0.00000
0 00000
0.00000
0.00000
0.00000
0 00029
0 00B4B
0 00295
0 08480
0.02480
0 71300
15 OOOOO
79 CHLOROBENZENE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O. 02790
0 13400
O 00030
O 00985
0 00029
0 00931
0.OOOOO
0 OOOOO
0 00029
0 0083B
20 OOOOO
N1
l
ro
in
80	1.2-DICHLORO-
BENZENE
81	1.T-DICHLORO-
BENZENE
82	1.4-DICHL0R0-
BENZENE
83	1.2,4-TRICHLORO-
BENZENE
84	HEXACHLORO-
BENZENE
83 ETHYLBENZENE
86 NITROBCNZENE
3
g
z
m
m
39
W
87 TOLUENE
88	2.4-DINITRO-
TOLUENE
89	2,6-DINITRO-
TOLUENE
90	PHENOL
91 2-CHL0R0PHEN0L
0 OOOOO
O OOOOO
0. OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0	96900
1	74000
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
32.20000
57 90000
0 OOOOO
0 OOOOO
0 02820
0 99300
0 OOOOO
0 OOOOO
0 01410
0 49700
0 00551
0 19400
0 00014
0 00500
0.02760
0 97000
0 00071
0 02500
0 12300
4 31000
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
3 07000
108 OOOOO
0.00230
0 07730
0 02820
0 99300
0 OOOOO
O OOOOO
0 01410
0 49700
0 00551
0 19400
0 00014
0 00500
0.02760
0 97000
0 00071
0 02i)00
0.12300
4. 31000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
3 07000
100 OOOOO
0 00220
0 07730
O OOOOO
O OOOOO
0 02790
0 13400
0 01390
0 06700
0 00358
O 02680
0 OOOOO
0.OOOOO
0 02790
O 13400
0 02790
0 13400
0 04450
0.21400
0 02790
0 13400
O 02790
O 13400
0 59000
2 83000
0 02790
0 13400
O 02/90
O 90500
O 00030
0 00985
0 01420
O 45800
0 00552
O 17900
0 00014
O 00456
0 02770
O 89500
O 00101
O.03270
0.12200
3 95000
0 00030
0, 00985
O 00030
0 00985
3 05000
98 60000
O 00248
O 08030
0 02700
0 85300
0 00029
0 00931
0 01370
0. 43200
0 00532
0.16900
0. 00014
O 00431
0.02670
0 84500
0 00097
0 03080
0 11800
3 74000
0 00029
0 00931
0 00029
0 00931
2 94000
93 1Q000
0 00239
0 07580
0 OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0.OOOOO
0.OOOOO
0.OOOOO
0 OOOOO
0.OOOOO
0.OOOOO
0.OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0.OOOOO
0 OOOOO
O OOOOO
0.OOOOO
0 OOOOO
0 02680
0 76900
0 00029
0 00838
0 01350
0 3B900
0 00528
0 15200
0 00013
0 00388
0 02650
0 76100
0 00097
O 027B0
0 11700
3 36000
0 00029
0 00838
0 00029
0 00838
2 92000
83 OOOOO
0 00237
0 06830
44 OOOOO
230 OOOOO
190 OOOOO
13 OOOOO
0 00500
1100 OOOOO
30 OOOOO
17 40000
0 74000
600 OOOOO
0 30000

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24
92 2.4-DICHLORO-
PHENOL
0 00000
0 00000
0	02970
1	05000*
0	02970
1	05000*
0 02790
0 13400
0 02900
0 96300*
0 02870
0 90900*
0 00000
0 00000
0 02850
0 81900*
93 2, 4, 6-TPICHLORO-
PHENOL
0 00000
0 00000-
0 00003
0 00121
0 00003
0 00121
0 01390
0 06700
0 00019
0 00603
0 00018
0 00569
0 00000
O 00000
0 00018
0 00513
94 PENTACI IL.ORO-
PHENOL
0 00000
0 00000
0 00075
0 02640
0 00075
0 02640
0 00558
0 02680
0 00080
0 02600
0 00084
0 02670
0 00000
0 00000
0 00084
0 02410
95
-N] TPOPHENOL
0 00000
0 00000
0 00007
0 00242
0 00007
O 00242
0.02790
0 13400
0 00037
O 01210
0 00036
0 01140
O 00000
0 00000
0 00036
0 01030
96 4-NITROPHENOL
0 00000
0 00000
0 0022O
0 07730
0 00220
0 07730
0 02790
0 13400
0 00248
0 08030
0 00239
0 07580
0 00000
O 00000
0 00237
0 06830
97 2, 4-DINITRO-
PHENOL
0 00000
O 00000
0 00000
0 00000
0 00000
0 00000
0 01390
0 06700
0 00015
0 00493
0 00015
0 00465
0 00000
O 00000
0 00015
O 00419
98 ?, 4-DIMETHYL-
PHENOL
0 00000
0 00000
0 00213
0 074S0
O 00213
O 07480
0 02790
0 13400
0 00241
O 07810
O 00233
O 07380
O 00000
O 00000
0 00231
O 06640
99 PARA-CHLORO-
META-CRESOL
0 00000
0 00000
0 00000
0 00000
O 00000
0 ooooo
0 02790
0 13400
O 00030
0 00985
0 00029
0 00931
0.OOOOO
0 OOOOO
0 00029
O 00833
lOO 4,L -DINITRO-
ORTHO-CRESOL
O OOOOO
0 OOOOO
0 00003
0 00121
0 00003
0 00121
0 01390
0 06700
0 00019
0 00603
0 00018
0.00569
0.OOOOO
0 OOOOO
0 00018
O 00513
101 D1MCTHYL-
PHrHALATE
0 OOOOO
0 OOOOO
0 00223
0 07850
0 00223
0 07850
0 01390
0 06700
0 00236
0 07650
0 00228
0 07220
0 OOOOO
0 OOOOO
0 00226
0 06500
102 DIE THYL-
PHTHALA7E
0 OOOOO
0 OOOOO
0 01560
0 55000*
0 01560
O 55000*
0 01390
0 06700*
0 01570
0 50600*
0 01510
0 47800*
O OOOOO
0 OOOOO
0 01490
O 43000*
103 DI-N-nUTYL-
PHTHALATE
0 OOOOO
0 OOOOO
0 00108
O 06590*
0 00108
0 06590*
0 01390*
0 06700*
0 00201
0 06510*
0 00194
0 06150*
O OOOOO
0.OOOOO
0 00192
O 05530*
104 DI-N-OCTYL-
PHTHALATE
0 OOOOO
O OOOOO
0 01990
0 70100
O 01990
O 70100
0 01390
0 06700
0 01990
O 64400
0 01920
0 60800
0 OOOOO
O OOOOO
0 01900
0 54800
§
z
o
105	BIS(2-ETHYL-
HEXYL > PHTHALATE
106	BUTYL BENZYL-
PHTHALATE
107	ACENAPHTHENE
O 00400
0 00720
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 014lO
0 49400
0 00045
0 01570
0 OOOOO
0 OOOOO
O 01410
0 49400
0 00045
O 01570
O OOOOO
0 OOOOO
0 00558
0 02680
0 00279
O 01340
0 00558
0 026B0
0 01400
0 45300
0 00047
O 01530
0 00006
0 00197
0 01350
0 42800
0 00046
0 01440
0 00006
0 00186
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O.OOOOO
O 01340
0 38500
0 00045
O 01300
0 00006
0 00168
CRITERIA
0 40000
52 OOOOO
6 20000
9 70000
9 70000
68 60000
9 70000
9 70000
12 80000
0 16000
0 06000
0 00500
10 OOOOO
SO OOOOO

-------
TABLE 7-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PR I OP IT Y	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 20 PDINT 21 POINT 22 POINT 23 POINT 24	CRITERIA
10B ACLNAPHTHYLENE
0 00000
0 00000
0 00043
O 01490
O 00043
O 01490
O 00559
0 03680
O 00048
O. 01560
0 00047
O 01480
0 OOOOO
O OOOOO
O 00046
O 01330
109 ANTHRACENE
0 OOOOO
O OOOOO
O 00043
O 01490
0 00043
0 01490
0 00558
0 02680
0 0004B
O 01560
O OO047
O O14B0
0 OOOOO
O OOOOO
O 00046
O 01330
110 GEN70 
ANTHRACENE
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00056
0 0026B
0 00001
0 00020
0 00001
0 00019
0 OOOOO
0 OOOOO
0 00001
0 00017
113 GENZO 
m
ao

-------
TABLE 7-4. PASSAIC, NJ CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
2"
2?
23
21
2
Aldrln
Mean Flow















I

I
I
I
I
I

1

Low Flow









¦





I

1
I
I
I
I

1
3
c*-BHC
Mean Flow

























Low Flow















I

I
I

I
1

1
4
/¦-BHC
Mean Flow

























Low Flow















I

I
I

I
I

I
5
8-8HC
Mean Flow


























Low Flow















I

I
I

1
I

I
9
DDE
Mean Flow



















I






Low Flow



















I




10
DDT
Mean Flow















I

I
I

I
I

I


Low Flow















1

I
I

I
I

1
11
Dleldrln
Mean Flow



















I






Low Flow



















I
I
I

I
15
Endrin
Mean Flow


























Low Flow















I

I
I
I
I
I

I
17
Heptachlor
Mean Flow










I




I

I
I

I
1

1


Low Flow




I





I



I
I

I
I

I
I

1
IB
Hoptachlor
Mean Flow













-





1




opnn 1 
-------
TABLE 7-4. (Continued)
I
r>o
10
3
o
z
s
39
(/)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
23
Arsenic
Mean Flow
M
M
M
M
M
M
M
I/M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
n
I/M
I/M
I/M
I/M
I/M

I/M
Low Flow
I/M
M
M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M

I/M
25
Beryl Hum
Mean Flow









i '
I


I
I
I

I
I
I
I
I

I
Low Flow










I
I
I
I
I
I

I
I
I
I
I

I
26
Cadmium
Mean Flow

M








I/M


I

I+M
M
I+M
I+M

I+M
I+M

I+M
Low Flow
I/M
M
I/M
I/M
I/M
M
I/M
M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
M
I/M
I/M
I
I/M
I/M

I/M
27
Chromium
Mean Flow










M





M







Low Flow

M
M
M



M


M
M
M
I
M
M
M
M
M

M
M

M
28
Copper
Mean Flow

M
M
M



M


M
M
M
I
M
M
M
M
M

M
M

M
Low Flow
I/M
M
M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
M
I/M
I/M
M
I/M
I/M

I/M
29
Cyanides
Mean Flow

M








I/M


I

I+M
M
1+M
I+M

I+M
I+M

I+M
Low Flow
I/M
M
I/M
I/M
M
M
M
M
M
M
I/M
I/M
I/M
I
I/M
I/M
M
I/M
I/M
I
I/M
I/M

I/M
30
Lead
Mean Flow
























Low Flow

M
M

I+M





M


I
M
I/M
M
I/M
I/M

M
M

M
31
Mercury
Mean Flow










I/M
I+M
I
I
I
I
M
I
I
I
I
I

I
Low Flow
M
M
M
M
I
M
M
I/M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
M
I/M
I/M
I
I/M
I/M

I/M
32
Nickel
Mean Flow










M





M







Low Flow

M
M
M
I+M

I+M
M
I+M
I+M
M
M
M
I
M
I/M
M
M
M

M
M

M
33
Selenium
Mean Flow













I






I+M
I + M

I+M
Low Flow













I
M
M

I/M
I/M






-------
TABLE 7-4. (Continued)
Priority Pollutant
btiuom Flow
Calculation Point No.
No
N a 1110
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
ID
19
20
21
22
23
24
34
Silver
llean Flow
M
M
M
M
I
I/M
I/M
I/M
IA
I/M
I/M
I/M
I/M
I
I/M
I/M
M
I/M
I/M
I/M
I/H
I/M

I/M
Low Flow
1/M
I/H
M
M
I/M
I/M
I/M
I/H
I/M
I/H
I/H
I/M
I/M
I
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M

I/M
35
Thai 1lum
Mean Flow













I










Low Flow










I


I
I
I

I
I

I
I

I
36
Zinc
Mean Flow










M





M







Low Flow
M
M
M
M
I+M
I+M
M
M
M
M
M
M
M

M
M
M
M
M

M
M

M
38
PCB-1221
Mean Flow



















I




Low Flow



















I




39
PCB-1232
Mean Flow



















I




Low Flow



















I




40
PCG-1242
Mean Flow



















I




Low Flow



















I
I
I

!
41
PCB-1248
Mean Flow



















I




Low Flow



















I




47
Methane, bichloro
Mean Flow
























Low Flow




I
l+M
I+M







I
1

1
I

i
I

I
51

Mean Flow










M





M







trichloro
Low Flow

M
M

I
I+M
I+M

I + M
I+M
M
I+M
I+K

I/M
I/M
M
I/M
I/M

I/M
I/M

M
59

Mean Flow













I










trichloro
Low Flow













I











-------
TABLE 7-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
tlo Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
IB
19
20
21
22
23
24
60 Ethane, 1, 1¦ 2,
2-tetrachloro
Mean Flow










M


I


M







Low Flow
M
M
M
M


M
M
M
M
M
M
M
I
M
M
M
M
M

M
M

M
66 Ethene,
tetrachloro
Mean Flow
























Low Flow













I










84 Benzene,
hexachloro
Mean Flow
























Low Flow










I



I
I








92 Phenol,2,4-
dichloro
Mean Flow
























Low Flow















I

I
I

I
I

I
102 Phthalate,
di-n-ethyl
Mean Flow
























Low Flow














I
I

I
I
I
I
I

I
! 103 Phthalate,
di-n-bjtyl
Mean Flow



















I




Low Flow







1
I
I

I
I

I
I

I
I
1
I
I

1
129 Acrylomtrile
Mean Flow
























Low Flow














I
I

I
I
I
I
I

I


























































































































































Legend:
I
M
I+M
I/M
m
z
CI
Indicates criteria exceeded due to industrial discharges
indicates criteria exceeded due to municipal (POTW) discharges
Indicates criteria exceeded the combined effect of industrial and municipal discharges
Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.
m
33
CO

-------

TABLE 7-5. FACILITIES NOT INCLUDED IN THE


PASSAIC, NJ DILUTION STUDY*

NPDES #
FACILITY NAME

NJ0001171**
Engelaard Min & Chein

NJ0002241**
A Gross arid Company

NJ0021016**
Passaic Valley Sewerage Corrni

NJ0021971
City of Patterson

NJ0022098**
Borough of West Patterson

NJ0024724**
City of Newark DPIJ

NJ0024767+
Borough of Hawthorne

NJ0025615
Action Plastics Company

NJ0025925**
City of Orange DPU

NJ0026174
West Mil ford TUP MUA

NJ0026867**
High Ridge Sewer Co.

NJ0027006
Ringwood Borough Sew Auth

NJ0027677
West Mil ford TWP MUA

NJ0028207
E I DuPont DeNemours & Co.

NJ0029211
Union Carbide Corp Linde Div

NJ0029327
Peerless Tube Company

NJ0029335
Peerless Tube Company

NJ0029343+
U S Magnet & Alloy Corp

NJ0029599
Copygraphics Div of Millmaster

NJ0029815
Duro Test Corporation

NJ0029882
R & L Sheet Metal Co

NJ0029971
Clifton Adhesive

NJ0030015
Stan Pak Inc.

NJ0030040+
Albert Steel Drum Co. Inc.

N00030121
Paul L. Kuzmick Mfg. Co. Inc.

NJ0030261
Wanaque Boro Sewer Auth

NJ0030813
United States Fused Quartz Co.

NJ0031003
Unimatic Mfg. Corp

NJ0031135
Rubber & Silicone Products Co.

NJ0031224
Wire Fabricator & Insul. Co.

NJ0031321
Fidelity Industries Inc.

NJ0031381
Hol-Tite

NJ0031399
Demarco Industries, Inc.

NJ0031437
Chem Fleur Inc.

NJ0031453
Troy Chemical Corporation

NJ0031682
Newark Box Board Co

NJ0031721
Metal Craft Inc.

NJ0031739
Jersey Sepcialty Co. Inc.

NJ0032638+
Amerace-Elastimold Div.

NJ0032719+
Diamond Crystal Salt Co.

NJ0033103+
Edson Tool & Mfg. Co. Inc.

NJ0033227+
Aerospace Nylok Corporation

NJ0033359+
REDM Corporation

			SCS ENGINEERS
7-32

-------
TABLE 7-5. (Continued)
Footnotes:
+ Permits not yet issued.
** Major discharger.
* Facilities in Passaic and Essex Counties, NJ not included due to data
unavailability or facility location.
7-33
SCS ENGINEERS

-------
SECTION 8
SYRACUSE, NEW YORK DILUTION STUDY
The area initially designated for consideration in this study
included all of Onondaga County, NY. Following review of the hydrologic
features and the location of wastewater dischargers, the unshaded area
shown in Figure 8-1 was selected for further study. The area selected
was approximately 770 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 10 stream
segments, or reaches,were selected (Figure 8-1), as follows:
Reach No.	Descri pti on*
1	Skaneatles Lake and Skaneatles Creek
2	Seneca River between Skaneatles Creek
and Onondaga Lake Outlet
3	Ley Creek
4	Beddes Brook
5	Nine Mile Creek above Beddes Brook
6	Onondaga Lake and Lake Outlet,
excluding areas included in Reaches
3, 4, and 5
7	Seneca River between Onondaga Lake
Outlet and Oswego River
8	Butternut Creek above Limestone Creek
9	Limestone Creek
10	Oneida Lake and Oneida River, exclud-
ing areas included in Reaches 8 and 9
As shown in Figure 8-2, 15 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the ambient water quality criteria. The relationship
between reaches and calculation points as well as relevant flow infor-
mation is shown in Table 8-1. Most of the facilities that discharge
into Onondaga Lake and its tributaries, also draw their water from this
source. Consequently, the flow additions from dischargers has little
affect on the flow from Onondaga Lake to the Seneca River.
The discharges located on Figure 8-1 are described in Table 8-2.
As shown, a total of 47 discharges from 30 facilities in 12 SIC categories
were included in the study. Facilities located in the county surveyed,
* Reaches include all tributaries to the main stream described.
8-1
SCS ENGINEERS

-------
but not included in the study because 1) they are located in the shaded
area shown in Figure 8-1; 2) no reliable data on discharge flow was avail-
able or; 3) the permit files could not be located, are shown in Table 8-5.
Calculated river concentrations of the priority pollutants thought to
be discharged in the study area are shown in Table 8-3. Violations of the
ambient water quality criteria are indicated in Table 8-3 by an asterisk,
and summarized in Table 8-4. Note that the value for total hardness
used to define the water quality criteria for beryllium, cadmium, chromium,
copper, lead, nickel and zinc was 280 mg/1 (mean total hardness at USGS
station number 04237500 on the Seneca River from 10/71 to 9/72).
As shown, 60 of the priority pollutants were found to be discharged
in the study area. Draft water quality criteria were available for 50 of
the pollutants, and 24 pollutants were found to violate the criteria in at
least one location. Calculated river concentrations exceeded the criteria
for at least one constituent at all 15 calculation points for both low flow
conditions and mean flow conditions.
The violations shown in Table 8-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow Low Flow
Industrial only	87	100
Municipal only	7	26
Industrial or
Municipal	23	45
Industrial plus
Municipal	2	4
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial discharges.
8-2
SCS ENGINEERS

-------
143*00'
42°4S'
ONONDAOA
SYRACUSE \

/

m
LEGEND
7tfX'
NPDES MUNICIPAL DISCHARGERS
NPDES INDUSTRIAL DISCHARGERS
TEN (10) INDUSTRIAL DISCHARGERS
USGS GAGING STATIONS
CALCULATION POINT
SCALE
0
Figure 8-1. Syracuse, NY dilution study area
8-3
.SCS ENGINEERS

-------
LAKE
ONTARIO
©
o
o

) REACH Qpl
O0$£j^
ONEIDA
LAKE
REACH 0
•REACH
reach[|]
REACH {£
<7»'
kj REACH \ §
a	1/0 1
\r-	1 ^
\u\	l
\o	1 <3
\tO	I 1
\fT\	\
\rr\	1 <
REACH Q]
REACH
o;
REACH
r-
LEGEND
@— CALCULATION POINT
fin REACH NUMBER
o
Na.
REACH
o
VSv
Figure 8-2. Syracuse, NY dilution study area schematic.
.SCS ENGINEERS
8-4

-------
TABLE 8-1. REACH FLOW AND STRUCTURE - SYRACUSE, NY
Calculation
Mean Flow
Low Flow +
Primary USGS
Secondary USGS
Reso-



Upstream Reach No



Point No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
1
2
3
4
5
6
7
8
9
10
001
156
25
04240200

E
X









002
3,110
850
04237500

A
X









003
3,110
850
04237500

A
X
X








004
150
140
04240100

E


X







005
55
52
04240100

E



X






006
156
25
04240200

A




X





007
210
77
04240200

E



X
X





008
420
80
04235500
04249200
E


X
X
X
X




009
3,530
930
04237500
04235500
E
X
X
X
X
X
X




010
3,530
930
04237500
04235500
E
X
X
X
X
X
X
X



on
57
4
04245200

A







X


012
147
18
04245000

A








X

013
210
22
04245200
04205000
M







X
X

014
2,430
113
04246500

A







X
X
X
015
6,510
1,040
04249000

A
X
X
X
X
X
X
X
X
X
X
* Flow Data Resolution:
A = Flow equal to Nearby Station
M = Flow estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, etc.
+ 7-day 10-year low flow

-------
TABLE 8-2. SYRACUSE, NY DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
NY—000
NY—000
NY-000
NY—000
NY-000
NY-003
NY-002
NY-002-
NY-002-
NY-002-
NY-002-
NY-002-
NY—003-
NY-OOO-
NY—000-
NY-OOO-
NY-OOO-
NY-OOO-
NY-OOO-
NY-OOO-
NY-OOO-
NY-OOO-
NY-000
e> NY-OOO-
-172-4
'-192-9
-192-9
-192-9
-078-7
-075-9
-770-7
-269-1
-270-5
-098-2
-774-0
-773-1
-057-1
-056-6
056-6
302-6
302-6
302-6
1 16-3
116-3
1 16-3
116-3
1 16-3
116-3
001	P^S TEXTILES INC
001	STAUFFER CHEM CO IND CHEM DIV
002	$
003	%
001	WELCH ALLYN JlilC SKANEATELES
001	CITY OF SYRACUSE
096	ONONDAGA CO DEPT OF PUD WORKS
004	VILLAGE OF BALDWINSVILLE
003	VILLAGE OF BALDWINSVILLE
001	ONONDAGA CO DPW-SENECA KNOLLS
001	ONONDAGA COUNTY DPW
001	ONONDAGA COUNTY DPW
001	ONONDAGA CO DIV OF SANITATION
001	GMC FISHER BODY DIVISION
002	*
001	OBERPORFER FOUNDRIES INC
003	$
004	$
001	CARRIER AIR COND
002	*
003	$
004	$
005	$
006	%
SKANEATELES C
SKANEATELES C
SKANEATELES C
SKANEATELES C
SKANEATELES C
SKANEATELES C
SENECA R
SENECA R
SENECA R
SENECA R
SENECA R
SENECA R
SENECA R
LEY C
LEY C
SB OF LEY C
SB OF LEY C
SD OF LEY C
SANDERS C
SANDERS C
SANDERS C
SANDERS C
SANDERS C
SANDERS C
DO 1
DO 1
DO 1
D01
DO 1
D01
DOS
DOS
D02
D02
D02
D02
D02
D03
D03
D03
D03
D03
DOS
D03
D03
D03
D03
D03
O 004640
0 069600
0 069600
0 263000
0 066G00
O 774001
0 340000
0	774001
1	790002
0 526001
0 186000
0 012100
13 900020
0 044600
0 238000
0 031600
O 003560
0 005510
0 065600
0 32500O
0.0 14 fit K>
w .00/440
o.ooo//:.
10 0OOO1O
PROCESS
PROCESS
COOLING
COOLING
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
DOTH
COOl.ING
rJOIH
no m
com ini;
com i wo
cum i no
I.Ulll I NO
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
2231
2819
2819
2819
3041
4952
4952
4952
4952
4952
4952
4952
4952
3079
3079
3369
3369
3369
3598
3598
359B
359B
3598
3590
Z
m
m
x
U)

-------
TABLE 8-2. (Continued)
NPDES NUMBER PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
^ YPE
SEASON
SIC #1
NY-OOO-116-3	007	$
NY-OOO-116-3	008	*
NY-OOO-116-3	009	*
NY-OOO-138-4	001	CHRYSLER CORP NEW PROCESS
NY-000-227-5	002	*
NY-000-227-5	003	*
NY-002-053-2	001	VILLAGE OF MARCELLUS
NY-002-432-5	001	CAMILLUS VILLAGE STP
NY—002-771—5	001	ONONDAGA CO DEPT OF SANITATIO
NY-000-227-5	OOl	ALLIED CHEM-IND CHEM DIV
NY—000-082—5	001	CRUCIBLE INC
NY-000-210-1	001	GENERAL ELECTRIC CO SYRACUSE
NY-000-210-1	002	$
NY-002-708-1	001	COUNTY OF ONONDAGA DPW
NY-002-708-1	002	*
Nf-002-761-8	001	ONONDAGA CO DEPT OF SANIT
NY-002-765-1	001	ONONDAGA CO DPW
NY-000-213— 1	001	MCINTYRE BROS PAPER CO INC
NY-0O2-772-3	001	ONONDAGA CO DEPT PUBLIC WORKS
NY—002-546—1	001	VILLAGE OF MINOA
NY-003-03I—7	001	ONONDAGA CO DEPT OF PUD WORKS
NY-002-759-6	001	ONONDAGA CO DPW-BREWERTON STP
NY-002-762-6	001	ONONDAGA COUNTY DPW
SANDERS C	D03	0.135000	C"i)l I l'i • JAN -DEC	3598
SANDERS C	D03	0 010100	COOLJNO	JAN -DEC	359Q
SANDERS C	D03	0. O'-.V-jOV	COOl I f-t"i	JAN -DEC	3590
SANDERS C	D03	0 588001 BOTH	JAN -DEC	3714
GEDDES DK TO ONONDAG D04	35 900030	PROCESS	JAN -DEC	2812
GEDDES 0K TO ONONDAG D04	15 200020	PROCESS	JAN -DCC	2012
NINE MILE C	DOS	0 340000	PROCESS	JAN -DEC	4952
NINE MILE C	D05	0 913001	PROCESS	JAN -DEC	4952
NINE MILE C	D05	1 240001	PROCESS	JAN -DEC	4952
ONONDAGA LK	D06	84 800070	PROCFSS	JAN -DEC	2812
TR 5A OF ONONDAGA LK D06	0 263000	PROCESS	JAN -DEC	3312
BLOODY BK	D06	0 851001 BOTH	JAN -DEC	3651
BLOODY BK	D06	0 944001 BOTH	JAN -DEC	3651
ONONDAGA LK	D06	77 400080	PROCESS	JAN -DEC	4952
ONONDAGA LK	D06	43 300040	PROCESS	JAN -DEC	4952
SENCCA R	D07	5 880005	PROCESS	JAN -DEC	4952
DUTTFRNUT C	DOS	0 080400	PROCESS	JAN -DEC	4952
LIMCS7 ONE C	D09	0 097001	PROCESS	JAN - DtTC	2649
LIMESTONE C	D09	9 200009	PROCFSS	JAN -DCC	4952
LIMESTONE C	1)09	O 418001	PROCESS	JAN -DEC	4952
ONEDIA R	D10	5 410005	PROCESS	JAN -DEC	4952
ONEIDA R	D10	1 240001	PROCFSS	JAN -DEC	4952
VOLMER C	D10	0 055700	PROCESS	JAN -DEC	4952

-------
TABLE 8-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR SYRACUSE, NY
AVERAGE AND LOW FLOW CONCENT RAT IONS PER CALCULATION PL) INI
PRIORITY	CALC	CALC	CALC	CALC	CALC	C ALC	CALC	OAI.C
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT B
1 ACROLEIN
23 ARreuic
25 BER n.LIUM
26 C«ni1lUM
?7 CHROI1IUM
:Q COPPER
29 C/ANIDES
30 LEAD
31 MERCURY
3? NICKEL
U CEI.CNIUM
34 SILVCR
35 THAI LIUM
y 36 7IIJO
m
z
2 'IS CHLOROMETHANE
Z
0 00295
0 01840
0 45200
2	82000
0	25000*
1	61000#
0	21400*
1	34000*
0	50200
3	13000*
1	34000
8 39000
0	94000
5	91000*
1	00000
6	26000*
0 78900
4	92000
0 45600*
2	84000*
0 B7300
5	4 5000
0	23900
1	4 9000
0 53600*
3	35000*
0	45200
2	92000
1	69000
10 60000
0 OOOOO
0 OOOOO
0 00015
0 00054
0 02270
0 08290
0 01290
0 04740*
0 01070
0 03930
0 02020
0 09200
0 06740
0 24700
0 04750
0 17400
0 05030
0 18400
0 03960
0 14500
0 02290
0 08370*
0 04300
0 16000
0 01190
0 01300
0 02690*
0 09(340*
0 02270
0 03290
0 0C490
O. 'HOOO
0 OOOOO
O OOOOO
0 00015
0 00054
0 02270
0 08290
0 04630*
0 16900*
0 01070
0 03930
0 08160
0	29900
1	08000
3 96000
0 61200
2	24000
0 16300
0 59700
0	42300
1	55000
0 02740
0 10000*
0 77000
2	85000
0 02330
0 OBJ) 10
0 12300*
0 44900*
0 02270
0	08290
1	49000
3, -17000
O OOOOO
O OOOOO
O OOOOO
O OOOOO
0 10500
0 11300
0 10500*
0 11300*
0 10500*
0 11300*
0 10500
0	11300
1	05000
1 12000
1 05000
1 12000
0 21100
0 22600
O 10500
0 11300
O 10500*
0 11300*
0 10500
0 11300
O 10500
O 11300
O 10500*
0 11300*
0 10500
0	11300
1	05000
I 1.7000
O 10900
O 20200
0 OOOOO
0 OOOOO
464 OOOOO*
491 OOOOO*
461 OOOOO*
491 OOOOO*
0 OOOOO
0 OOOOO
464 OOOOO*
491 OOOOO*
464 OOOOO*
491 OOOOO*
464 OOOOO*
491 OOOOO*
0 OOOOO
0 OOOOO
464 OOOOO*
491 OOOOO*
464 OOOOO*
491 OOOOO*
464 OOOOO*
491 OOOOO*
464 OOOOO*
491 OOOOO»
464 OOOOO*
491 OOOOO*
464 OOOOO*
4^1 OOOOO*
464 OOOOO*
471.OOOOO"
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 09420*
0 58800*
0 OOOOO
0 OOOOO
0 15900
0	99600
2 87000
17 90000
1	59000
9 96000*
0	31900
1	99000*
1	09000
6 77000
0 01200
0 07970
2	08000
12 90000
0 03190
0 19900
0	27100*
1	69000*
0 OOOOO
0 OOOOO
3	99000
24 90000
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
J 22 OOOOO*
332 OOOOO*
332 OOOOOA
0 OOOOO
0 OOOOO
122 OOOOO*
332 OOOOO*
O OOOOO
O OOOOO
162	OOOOO*
849 OOOOO*
163	OOOOO*
use ooooo*
0	35100*
1	04000*
165 OOOOO"
666 OOOOO*
1?4 OOOOO* 215 OOOOO*
337 OOOOO* 1130 OOOOO*
123 OOOOO* 192 OOOOO*
335 OOOOO* 1010 OOOOO*
0 23700
0 64700
122 OOOOO*
334 OOOOO*
122 OOOOO*
332 OOOOO*
6 57000*
34 50000*
182 OOOOO*
955 OOOOO*
16c
OOOOO*
OOOOO *
123 OOOOO*	200 OOOOO*
3.16 OOOOO*	IO'jO OOOOO"
122 OOOOO*	16'! OOOOO*
33? OOOOO*	85^' OOOOO*
IPS! OOOOO»
332 OOOOO*
122 OOOOO*
332 OOOOO*
167 OOOOO*
877 OOOOO*
162 OOOOO*
F547 OOOOO*
12b OOOOO* 236 OOOOO*
:ri9 ooooo" tr'-io ooooo«
0 ooooo
0 ooooo
o 06730
O J5400
CRIU-.R IA
1 e'wQOO
120 OOOOO
o tvooo
0	OH'10
1	i.61'00
50 uOGOO
5 '"^,000
1 -H/000
50 OOOOO
0 OUOOO
t'O OoOOO
9 70000
0 00900
4 ()0000
JOOOU
V OOOOO

-------
TABLE 8-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CA1.C	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8	CR11 t.MIA
47 DICMLOR0METHANE
48 CHLQRODIBROMO-
METHANE
4? DICHLORGBROMO-
HETHANE
51 TRICHLOROMETHANE
52	TETRACHLORO-
I1E1 HANE
53	TRICHLOROFLUORO-
METHANE
54	DICHI.ORO-
DIFLUOROMETHANE
55	CHLGROE1 HANE
56	1,1-DICHLORO-
ETHANE
57	1.^-UICMLORO-
ETIIANC
58	1. I, 1 -IR ICtlLORO-
E. Tl IANC
59	1, 1, 2-1KICHLQR0-
ETHANC
60	1,1,?, 2-1E1RA-
CHLORUETHANE
61	HEXACHLOROETHANE
8
65 TRICHLDROETHENE
0 00543
0 03390
0 00079
0 00495
0 00322
0 02010
0 02920
0 16200
0 00744
O 04640
0 00295
0 01840
O 00000
O 00000
0 00000
0 00000
0 00295
0 01840
O 00084
0 00526
O 00543
O 03400
O 04510
O 2(3 lOO
0 00730
0 54500
0 01070
0 O6680
0 04 580
0 20600
0 00027
0 00100
0 00004
0 00015
0 00016
0 00059
0 O0147
0 00536
0 00037
0 00137
0 00015
0 00054
0 00000
0 00000
O 00000
0 00000
0 00015
0 00054
0 00004
0 00015
O 00027
0 00100
0 00226
O 00827
0 00438
O 01600
0 00054
0 00196
0 00230
O OO04O
0 00309
0 01130
0 00094
0 00345
O 00383
0 01400
0 03140
0 11500
0 00884
0 03230
0 00015
0 00054
0 00000
0 00000
0 00000
0 00000
0 00015
0 00054
0 00100
0 00367
0 00640
0 02370
0 00-100
0 01760
0 07700
O 20500
0 00054
0 00196
0 00230
0 00840
0 18900
0 20200
0 00000
0 00000
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 18900
0 20200
0 18900
0 20200
0 18900
0 20200
O 10900
0 20200
o OOOOO
0 OOOOO
0 0J 110
0 02£60
0 01050
O 01130
O 00527
0 00564
O 02110
O 02 ,"760
92 80000*
90 20000*
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
92 80000*
98 20000*
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
o ooooo
o ooooo
0 ooooo
o ooooo
o ooooo
0.ooooo
92 80000*
90 20000*
0 00790
0 04980
0 00255
0 01590
0 01040
0 06480
0 00460
0 52800
0 02390
0 14900
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O 00271
O 01690
0 01760
0 10900
0 00710
0 04480
0	20800
1	29000
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
24 30000*
66 30000*
0 00190
0 00518
0 00771
0 02100
24 40000*
66 50000*
0 01780
0 04850
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 00202
0 OObbO
0 O1310
0 03560
O 00534
O 01460
O 15400
0 42100
0 OOOOO
0 OOOOO
24 30000*
66 30000U
32	60000*
171 OOOOO*
0 04690
0 24600
0	19100
1	OOOOO
33	90000*
178 OOOOO*
0 43900
2	31000
0 OOOOO
0 OOOOO
0 06730
0 35400
0 06730
0 35400
0 06730
0 35400
0 11700
0 61500
0	32CJOO
1	67000
0 11)900
0 73200
3	ajooo*
20 OOOOO*
0 00188
0 00908
32 30000*
169 OOOOO"
P. OOOOO
OOOOO
10000
60000
32000 OOOOO
3000 OOOOO
7 OOOOO
tKlOO OOOOO
2 70000
1 uoooo
5 90000
21 OOOOO
O 66 TETRACHLORO-
3E ETHENE
m
m
a>	
CO
0.02290
O 14300
O 00115
O 00420
0 00115
0 00420
0 01050
0 01130
46 40000*
49 lOOOO*
0 OOOOO
0 OOOOO
12 20000*
33 20000*
16 20000*
84 90000*
2 OOOOO

-------
TABLE 8-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PR I OR I TV	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POTNT 2 POINT 3 POINT 4 POINT 5 POINT A POINT 7 POINT B	CRITERIA
72	BIS (2-CHL0R0-
ETHYL) ETHER
73	BIS (2-CHL0R0-
ISOPROPYL) ETHER
74	2-CHLOROETHYL
VINYL ETHER
75	4-BROMOPHENYL
PHENYL ETHER
76	4-CHLORQPHENYL
PHENYL ETHER
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 10700
0 20200
<1
0 18900
0 20200
0 18900
0 20200
0 0189O
0 02020
0 01890
O 02020
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 06730
0 3LI400
0 06730
0 35400
0 06730
0 35400
O 00673
O 03540
0 00673
0 03540
O 42000
U 50000
6 20000
77 a IS(2-CHL0R0-
ETHOXY) METHANE
7B BENZENE
0 OOOOO
O OOOOO
O 00445
O 02700
O OOOOO
0 OOOOO
0 00022
O 000B2
0 OOOOO
O OOOOO
0 00361
0 01320
0 1B900
O 20200
0 09430
0 10100
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00958
0 05900
0 OOOOO
0 OOOOO
0 00712
0 01940
0 06730
0 35400
0	20900
1	lOOOO
15 OOOOO
80 1,2 -D1CHL0R0-
BENZENE
B3 1, 2. 4-TRICHLORO-
BENZENE
0 00147
0 00920
O 00029
O 00104
0 00007
0 00027
0 00001
0 00005
0 00007
0 00027
0 00001
O 00005
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
o ooo'oo
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
44 OOOOO
13 OOOOO
84 HEXACHLORO-
BENZENE
B5 ETHYLBENZFNE
O 00029
0 00104
0 00147
0 00920
O 00001
0 00005
0 00007
0 00027
0 00001
0 00005
0 00007
O 00027
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 03130
0 16400
O 00500
1100 OOOOO
87 TOLUENE
0 01270
0 08040
0 00065
O 00236
0 01360
0 04990
0 09430
0 10100
46 40000*
49 10000#
0 03670
0 22900
12 20000
33 20000*
16 90000
aa eoooo*
17 40000
90 PHENOL
0 38800
2 420O0
O 01950
O 07130
0	45900
1	68000
O 09430
O 10100
46 40000
49 lOOOO
1 25000
7 77000
13 lOOOO
35 70000
3? lOOOO
205 OOOOO
600 OOOOO
93 2, 4,6-TRICHLORQ-
PHENOL
0 00074
0 00460
O 00004
O 00014
0 00004
0 00014
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
52 OOOOO
m
X
2
z
m
m
3
w
94 PENTACHLORO-
PHLNOL
98 2, 4-DIMETHYL-
PHENOL
0 0002?
O 00104
0.00147
0 00920
O 00001
0 00005
0 00007
0 00027
0 00001
O 00003
0 00007
0 00027
O 01890
O 020JO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00673
O 0354O
0 OOOOO
O OOOOO
h 20000
9 70000

-------
TABLE 8-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8
99 PAPA-CHLORO-
META-CRESOL
101	DIMETHYL-
PHTHALATE
102	DIETHYL-
PHTHALATE
103	DI-N-BUTYL-
PHTHALATE
104	DI-N-OCTYL-
PHTHALATE
105	BISO-ETHYL-
HEXYL) PHTHALATE
106	BUTYL BENZYL-
PHTHALATE
107	ACCNAPHTHENE
109 ANTHRACENE
120 NAPHTHALENE
133 DI-N-PKOPYL—
NITH0SAI1INE
179 ACRYLONITRILE
0 00147
0. 00920
0 00000
0 00000
0 00074
0 00460
0 00074
0 00460
0 00000
0 00000
0 00029
O 00184
0 00000
0 00000
0 00029
0 00184
0 00029
0 00184
0 00147
O 00920
0 00015
0 00072
0 00000
0 00000
0 00007
0 00027
0 00000
0 00000
0 00004
0 00014
0 00004
0 00014
0 00000
0 00000
0 00001
0 00005
0 00000
0 00000
0 00001
O 00005
0 00001
0 00005
0 00007
0 00027
O.OOOOl
0 00003
0 00000
0 00000
0 00007
0 00027
0 00000
0 00000
0 00004
0 00014
0 00004
0 00014
0 00000
0 00000
0 00001
0 00005
0 00000
0 00000
0 00001
0 00005
0 00001
0 00005
0 00007
O 00027
0 00001
0 00003
0 00000
0 00000
0 00000
0 00000
0 04710
0 05050
0 04710
0 05050
0 04710*
0 05050*
0 04710
0 05050
0 01890
O 02020
0 00943
0 01010
0 00000
0 00000
0 00000
0 00000
0 00000
0 ooooo
o ooooo
0 ooooo
0 JCIVOO*
O 20200*
0 ooooo
0 ooooo
0 ooooo
0 ooooo
23	20000*
24	50000*
23	20000*
24	50000*
0 OOOOO
0 OOOOO
9 28000
9 82000
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
6 08000*
16 60000*
6 08000*
16 60000*
0 ooooo
0 ooooo
2 43000
6 63000
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 01680
0 08840
8 10000*
42 50000*
8 12000*
42 60000»
0 03250
0 17100
3 25000
17 OOOOO*
0 00337
0 01770
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 06730
0 35400#
z
o
m
3D
in
CRITERIA
9 70000
O 16000
0 06000
0 00500
10 ooooo
20 00000
143 OOOOO
0 OUOOO

-------
TABLE 8-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 9
POINT 10
POINT 11
POINT 12
POINT 13
POINT 14
POINT 15
CRITERIA
I
ACROLEIN
0
00013
0
00013
0.OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
00007
1
20000


0
00049
0
00049
0 OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
00044


22
ANTIMONY
19
30000
19
30000
0 OOOOO
3
05000
2
14000
0
18500
10
50000
120
OOOOO


73
10000
73
10000
0 OOOOO
24
90000
20.
40000
3
97000
65
80000


23
ARSENIC
19
50000*
19
50000*
0 00832
3
44000*
2
41000*
0
22500*
10
70000*
0
02000


73
90000*
74
OOOOO*
0 11900*
28
10000*
23
OOOOO*
4
83000*
66
70000*


25
BERYLLIUM
0
05120
0
05120
0.OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
02780
0
08710


0
19400*
0
19400*
0 OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
17400*


26
CADMIUM
19
70000*
19
70000*
0 01410
3
71000*
2
60000*
0
25200
10
80000* ,
1
66000


74
80000*
74
80000*
0 20100
30
30000*
24
80000*
5
43000*
67
50000*


27
CHROMIUM
26
60000
26
90000
0 25400
14
90000
10
50000
1.
41000
15
10000
50
OOOOO


101
00000*
102
OOOOO*
3 62000
122
OOOOO*
100
OOOOO*
30
20000
94
40000*


28
COPPER
23
30000*
23
50000*
0.14100
9
65000*
6
79000*
0
86300
13
10000*
5
59000


88
60000*
89
30000*
2.01000
78
80000*
64
80000*
18
60000*
81
80000*


29
CYANIDES
0
92500
0
95800
0 02820
7
42000*
5
20000*
0
50500
0
70800
1
40000


3
51000*
3
64000*
0.40200
60
60000*
49
70000*
10
90000*
4
43000*


30
LEAD
22
00000
22
10000
0.09590
4
49000
3
17000
0
461 bO
12
20000
50
OOOOO


83
60000*
84
OOOOO*
1 37000
36
60000
30
20000
9
92000
76
20000*


31
MERCURY
19
30000*
19
30000*
0 00113
0
05280
0
03730
0
00543
10
50000*
0
08000


73
40000*
73
40000*
0 01610
0
43100*
0
35600*
0
11700*
65
60000*


32
NICKEL
24
50000
24
70000
0 18300
11.
60000
8
19000
1
07000
13
80000
50
OOOOO


92
90000*
93
80000*
2 61000
94
90000*
70
20000*
22
90000
06
40000*


31
SELCNIUM
19,
30000*
19
30000*
0 00P82
3
1UOOO
2
23000
0.
1 9000
10
60000«
9
70000


73
<10000 »
73
40000*
0 040^0
26
OOOOOu
21.
30000"
4
c'6000
66
10000 it


34
SU VCR
1?
70000»
20
OOOOO*
0 ocirj^o*
4.
17000"
a
9:1000*
0
yvvoo*
10
VOOOO ii
0
00900


75
00000*
73
90000»
0 34200*
34
10000»
27
voooo *
6
45000*
60
60000*


33
THALLIUM
19
30000*
19
30000*
O OOOOO
0
OOOOO
0
ooooo
0
OOOOO
10
40000*
4
OOOOO


73
10000*
73
10000*
0 OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
65
40000*


36
ZINC
27.
40000
29
80000
0 35300
16
50000
1 1
60000
I
69000
16
80000
85
20000


Ill
ooooo*
113
OOOOO*
5 03000
13b
OOOOO*
111.
OOOOO »
36
50000
105
OOOOO*


46
CHLOROMETHANE
0
00001
0
00801
0 OOOOO
0
OOOOO
0
OOOOO
0
OOOOO
0
00434
2
OOOOO


0.
03040
0
03040
0 OOOOO
0.
OOOOO
0
OOOOO
0
OOOOO
0
02720


Z
rn
m
x

-------
TABLE 8-3. (Continued)




AVERAGE AND
LOW FLOW
CONCENTRATIONS
PER CALCULATION POINT





PRIORITY
CALC
CALC
CALC
CALC

CALC
CALC
CALC



POLLUTANT
POINT 9
POINT 10
POINT 11
POINT 12
POINT 13
POINT 14
POINT 15
CRITCRIA
47
DICHLOROMETHANE
3
88000*
3 88000*
0
00071
0 03290
0
02330
0 00339

lOOOO*
2
OOOOO


14
70000*
14 70000*
0
01010
0 26900
0
22200
0.07290
13
20000*


48
CHLOPODIBROMO-
0
00641
0 00668
0
00023
0 0i060
0
00745
0 00109
0
00403



METHANE
0
02430
0 02540
0
.00322
0 0B620
0
07110
0 02340
0
02520


49
DICHLOROBROMO-
0
02610
0 02710
0
00092
0 04290
0
03030
0 00441
0
01640
2
OOOOO

I1ET HANE
0
09890
0 10300
0
01310
0 35000
0
28900
0 09480
0
10200


51
TRICHLOROMETHANE
4
06000*
4 07000*
0
00748
0 96000
0
67400
0 07290
2
23000*
2
10000


15
40000*
15 40000*
0
10700
7 84000*
6
43000*
1 57000
13
90000*


52
TETRACHLORO-
Q
06010
0 06260
0
00212
0 09890
0
06990
0 01020
0
03780
2
60000

METHANE
0
22800
0 23800
0
03020
0 80800
0
66700
0 21900
0
23600


53
TR ICHLOROFLUORO-
0
00013
0 00013
0
00000
0 OOOOO
0
OOOOO
0 OOOOO
0
00007
32000
OOOOO

METHANE
0
0OO49
0 00049
0
OOOOO
O OOOOO
0
OOOOO
0 OOOOO
0
00044


54
DICHLORO-
0
00801
0 00801
0
00000
0 OOOOO
0
OOOOO
0 OOOOO
0
00434
3000
OOOOO

DI F-'LUUROMETHANE
0
03040
0 03040
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
0
02720


55
CHLOROETHANE
0
00801
0 00801
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
0
00434




0
03040
0 03040
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
0
02720


56
1. 1-D1CHL0R0-
0
00814
0 00814
0
OOOOO
0 OOOOO
0
OOOOO
0 00060
0
00441



ETHANE
0
03090
0 03090
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
0
02760


57
1.2-DICHL0R0-
0
01480
0 01510
0
00024
O 01120
0
00792
0 001 1 5
0
00862
7
OOOOO

ETHANE
0
05630
0 05740
0
00342
0 09160
0
07560
0 02480
0
05390


50
1.1. 1--TRICHLORO-
0
04410
0 04590
0
001 55
0 07260
0
05120
0 00746
0
02770
5300
OOOOO

ETHANL
0
16/00
0 17400
0
02210
0 57300
0
48900
0 16100
0
1 7300


59
1,1, ;¦ - IN ICHLORO--
0
020CI0
0 02160
0.00063
0 0r?V70
0
02090
0 003O5
0
o i r;no

70000

t' 11IANI"
0
O/'/OO
0 00170
0
00905
0 .MJOO
0
^0000
0 06570
0
0U040


60
1. 1 . 2, C-TE rRA-
0
52300
0 54400
0
oinno
o ttonoo
0
60500
0 OUDL'O
0
:,)?!)()()
1
1)0000

CHI OPCir T (IANL.
1
9U000*
2 07000*
0
26100
7 01000*
5
70000*
1 09000*
o
05000*


61
HEXACHLOROETHANE
0
00070
0 00070
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
0
00038
5
90000


0
00265
0 00265
0
OOOOO
0.OOOOO
0
OOOOO
0 OOOOO
0
00237


65
TR TCHLOROETHENE
3
85000
3 85000
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
2
09000
21
OOOOO


14
60000
14 60000
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
13
10000


66
TETHACIILORO-
1
93000
1 93000
0
OOOOO
0 OOOOO
0
OOOOO
0.OOOOO
1
04000
p
OOOOO

EIHENE
7
31000*
7 31000*
0
OOOOO
0 OOOOO
0
OOOOO
0 OOOOO
6
54000*


nr
as
CO

-------
TABLE 8-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC.	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15	CRITERIA
72 BIS (2-CHLORQ-
ETHYL) ETHER
0 00801
0.03040
0 00801
0.03040
0 00000
0.00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00434
0 02720
0 42000
73 DIS (2-CHL0R0-
ISOPROPYL > ETHER
O 00801
0.03040
0 00801
0 03040
0.00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00434
0 02720
11 50000
74 2-C HLQROETHYL
VINYL ETHER
0.00801
0 03040
0.00801
0, 03040
0 00000
0 00000
0 00000
0 00000
0 00000
0.00000
0 00000
0 00000
0 00434
0 02720
75 4-ER0M0PHENYL
PHENYL ETHER
0. 00080
0.00304
0 OOOBO
O 00304
0 OOOOO
0 OOOOO
O.OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00043
0 00272
6 20000
76 4-CHLOROPHENYL
PHENYL ETHER
0.00080
0 00304
0 OOOBO
0. 00304
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00O43
0 00272
77 B IS (2-CHLORO-
ETHOXY) METHANE
O 00801
O 03040
0 00801
0. 03040
0.OOOOO
0.OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00434
0 02720
78 BENZENE
0 02810
0 10700
0 02910
0 11100
0 00085
0 01210
0 34500
2 82000
O 24200
2 31000
0 02250
0 48500
0 02420
0 15100
15 OOOOO
80 1,2-DICHL0R0-
BENZENE
0 00007
0 00025
0 00007
0 00025
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00004
0 00022
44 OOOOO
83 1,2,4-TRICHLORO-
BENZENC
0 00001
O 00005
0 00001
0 00005
0 OOOOO
0 OOOOO
0. OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00001
0 00004
13 OOOOO
84 HEXACHLORO-
BEN7ENC
0 00001
0. 00005
O 00001
0. 00005
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00001
0 00004
0 00500
83 ETHYLBENZENE
0 00379
0 01440
0 00379
O 01440
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00206
O 01290
1100 OOOOO
87 TOLUENE
2 02000
7 68000
2 03000
7.69O0O
0 0O324
O 04620
0 45700
3 73000
0 32100
3 06000
0 03410
O 73300
t 11000
6 96000
17 40000
90 PHENOL
5.06000
19 20000
5 19000
19 70000
0	11000
1	57000
5 45000
44 50000
3 85000
36. 70000
0 54800
11 (30000
3 02000
18 90000
600 OOOOO
§
m
Z
n
m
m
x
Cfl
93	?.4, 6-TRICHL0R0-
PHENOL
94	PENTACHLORO-
PHENOL
98 2,4-DIMETHYL-
PHENOL
O 00003
0 00012
0 00081
0 00309
O.00007
O 00025
0 00003
0 00012
0 00081
0 00309
0 00007
0 00025
0 OOOOO
0.OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 06100
0 49900
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 04270
O 40800
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 00369
O 07940
O OOOOO
O OOOOO
O 00002
0 000 u
0 00182
0 01140
0 00004
O 00022
52 OOOOO
6 20000
9 70000

-------
TABLE 8-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT tl POINT 12 POINT 13 POINT 14 POINT lb
99 PARA-CHLORO-
I1ET A-CRESOL
101	DIMETHYL-
PHTHALATE
102	DIETHYL-
PHTHALATE
103	DI-N-BUTYL-
PHTHALATE
104	DI-N-OCTYL-
PHTHALATE
105	B1S(2-ETHYL-
HEXYL) PHTHALATE
106	BUTYL BENZYL-
PHTHALATE
107	ACENAPHTHENE
109 ANTHRACENE
120 NAPHTHALENE
135 DI- N-HNOPYL-
NI rROGAMINE
139 ACRYLONITRILE
0 00007
0 00025
0 00200
0 00760
O 96400*
3 66000*
0 96600*
3 67000*
0 00387
O 01470
0	38600
1	47000
O 00040
0 00152
0 00001
0 00005
0 00001
0 00005
0 00007
O 00025
O OOOOl
0 00002
0 00001
0 03040
0 00007
0 00025
0 00200
O 00760
O 96400*
3 66000*
0 96600*
3 67000*
0 00387
O 01470
0	3B600
1	47000
O 00040
0 00152
0 00001
0 00005
0 00001
0 00005
0 00007
O 00035
O 00001
0 00002
o ooaoi
0 03040
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
o'ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
0 00004
0 00022
0 00109
0 006B0
0 52300*
3 27000*
0 53400*
3 28000*
0 00210
0 01310
0	20900
1	31000
0 00022
0 00136
0 00001
0 00004
0 00001
0 00004
0 00004
0 00022
0 ooooo
0 00002
0 004 34
0 02720
CRITERIA
9 70000
0 16000
0 06000
0 00500
10 ooooo
20 OOOOO
143 OOOOO
o ooooo

-------
TABLE 8-4. SYRACUSE, NY CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow



Calculation Point
No.




No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
22
Antimony
Mean Flow




I

I
I







Low Flow




I

I
I







23
Arsenic
Mean Flow
I/M

M
I
I
M
I/M
I/M
I/M
I/M

I/M
I/M
I/M
I/M
Low Flow
I/M
I
I/M
I
I
M
I/M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
25
Beryl 1i um
Mean Flow
I


I



I







Low Flow
I


I



I
I
I




I
26
Cadmium
Mean Flow




I

I
I/M
I
I

I
I

I
Low Flow
I



I

I
I/M
I
I

I/M
I/M
I
I
27
Chromium
Mean Flow




I

I
I/M







Low Flow




I

I
I/M
I
I

M
M

I
28
Copper
Mean Flow




I

I
I/M
I
I

M
I+M

I
Low Flow
I+M



I
M
I
I/M
I/M
I/M

I/M
I/M
M
I/M
29
Cyanides
Mean Flow







M



I
I


Low Flow
I




M

I/M
M
M

I/M
I/M
I/M
M
30
Lead
Mean Flow




I

I
I







Low Flow




I

I
I/M
I
I




I
31
Mercury
Mean Flow
I


I
I

I
I/M
I
I




I
Low Flow
I
I
I
I
I

I
I/M
I/M
I/M

M
M
M
I/M

-------
TABLE 8-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No. Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
32 Nickel
Mean Flow




I

I
I







Low Flow


i i

I

I
I/M
I
I

M
M

I
33 Selenium
Mean Flow




I

I
I
I
I




I
Low Flow




I

I
I
I
I

I
I

I
34 Silver
Mean Flow
I/M
I
I/M
I
I
M
I/M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
Low Flow
I/M
I/M
I/M
I
I
M
I/M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
35 Thallium
Mean Flow




I

I
I
I
I




I
Low Flow




I

I
I
I
I




I
36 Zinc
Mean Flow




I

I
I







Low Flow




I

I
I/M
I+M
I+M

M
M

I+M
47 Dichloromethane
Mean Flow




I

I
I
I
I




I
Low Flow




I

I
I
I
I


	

I
51 Trichloromethane
Mean Flow




I

I
I
I
I



I+M
Low Flow




I

I
I/M
I
I

I/M
I/M

I
60 1,1,2,2-Tetracho-
1 orethane
Mean Flow







M







Low Flow







M
M
M

M
M
M
M
65 Trichloroethene
Mean Flow




I

I
I







Low Flow




I

I
I








-------
TABLE 8-4. (Continued)
Priority Pollutant
Stream Flow



Calculation Point
No.

No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
66
Ethenetetrachloro
Mean Flow




I

I
I







Low Flow




I

I
I
I
I




I
87
Tolvene
Mean Flow




I










Low Flow




I

I
I







102
Diethlphthalate
Mean Flow




I

I
I
I
I




I
Low Flow




I

I
I
I
I




I
103
Di-N-Butylphthalate
Mean Flow



I
I

I
I
I
I




I
Low Flow



I
I

I
I
I
I




I
105
Phthalate,
Bis(2-ethylhexyl)
Mean Flow















Low Flow







I







129
Acryloni trile
Mean Flow



I











Low Flow



I



I







Legend:
I - Indicates criteria exceeded due to industrial discharges
M -	Indicates criteria exceeded due to municipal (POTW) discharges
g I+M -	Indicates criteria exceeded the combined effect of industrial and municipal discharges
** I/M -	Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
z	industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 8-5, FACILITIES NOT INCLUDED IN THE
SYRACUSE» NY DILUTION STUDY*
NPDES §	FACILTIY NAME
NY 000-141 -4 **	McMillan Book Co., Inc.
NY 000-309-3.	Village of Skaneateles
NY 002-548-8	Village of Manlius
NY	002-682-4	Village of Tully
NY	002-764-2	Onondaga County Dept. of Public
NY 003-132-1	Seneca Sewerage Corp.
NY	003-158-5	Syroco Div. of Dart Industries
+ Permits riot yet issued.
** Major discharger
* Facilities in Onondaga County, NY not included due to data
unavailability or facility location.
8-1Q
SCS ENGINEERS

-------
SECTION 9
DES MOINES, IOWA DILUTION STUDY
The area initially designated for consideration in this study
included all of Polk County, IA. Following review of the hydrologic
features and the location of wastewater dischargers, the unshaded area
shown in Figure 9-1 was selected for further study. The area selected
was approximately 520 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 17 stream
segments or reaches, were selected (Figure 9-1), as follows:
Reach No.	Descri ption*
1	Des Moines River above Saylor Creek
2	Saylor Creek above VJalfley Creek
3	Walfley Creek
4	Saylor Creek between Vial fley Creek
and Des Moines River
5	Des Moines River between Saylor Creek
and Yeader Creek
6	Yeader Creek
7	Des Moines River between Yeader Creek
and Fourmile Creek
8	Fourmile Creek above Little Fourmile
Creek
9	Little Fourmile Creek
10	Fourmile Creek between Little Four-
mile Creek and Des Moines River
11	Des Moines River between Fourmile
Creek and North River
12	M i d d 1 e C re e k
13	North River between Middle Creek and
Des Moines River
14	Des Moines River between North River
and Mud Creek
15	Mud Creek
* Reaches include all tributaries to the main stream described.
9-1
SCS ENGINEERS

-------
16
Des Moines River between Mud Creek
and Camp Creek
17	Camp Creek
As shown in Figure 9-2, 25 calculation points were selected as loca-
tions for comparing calculated river concentrations of the priority pol-
lutants with the ambient water quality criteria. The relationship between
reaches and calculation points as well as relevant flow information is
shown in Table 9-1.
The dischargers located on Figure 9-1 are described in Table 9-2.
As shown, a total of 35 dischargers from 24 facilities in 5 SIC cate-
gories were included in the study. Facilities located in the county
surveyed, but not included in the study because 1) they are located in
the shaded area shown in Figure 9-1; 2) no reliable data on discharge
flow was available or; 3) the permit files could not be located, are
shown in Table 9-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 9-3. Violations
of the ambient water quality criteria are indicated in Table 9-3 by an
asterisk,and summarized in Table 9-4. Note that the value for total
hardness used to define the water quality criteria for cadmium, chromium,
copper, lead, nickel and zinc was 220 mg/1, (mean total hardness at USGS
Station number 05490600 on the Des Moines River from 10/77 to 9/78.)
As shown, 25 of the priority pollutants were found to be discharged
in the study area. Draft water quality criteria were available for 24 of
the pollutants, and 14 pollutants were found to violate the criteria in
at least one location. Calculated river concentrations exceeded the
criteria for at least one constituent at 25 calculation points for both
low flow conditions and mean flow conditions.
The violations shown in Table 9-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow	Low Flow
Industrial only	25	43
Municipal only	68	211
Industrial or
Municipal	6	44
Industrial plus
Municipal	0	0
Thus, the majority of violations for both mean and low flow conditions
resulted from municipal discharges.
SCS ENGINEERS
9-2

-------
93*44
93 30
TORY

«J°45
MOINES
2
polk_co
1 WARREN
+
LEGEND
Q NPDES MUNICIPAL DtSCHAflGERS
Q NPDES INCUSTRIAL DISCHARGERS
TEN (10) INDUSTRIE DISCHARGERS
A US6S GAGING STATIONS
©- CALCULATION POINT
SCiL
5 wi.CS
Figure 9-1. Des Moines, IA dilution study area
9-3
.SCS ENGINEERS

-------
REACH
o
REACH
REACH
REACH 0
12)V/ REACH
o
REACH
REACH [jo)
o
REACH 6
REACH
REACH
REACH
MIDDLE CREEK
REACH
REACH
REACH
LEGEND
0	 CALCULATION POINT
[§] REACH NUMBER
Figure $-2. Des Moines, IA dilution study area schematic.
	——		SCS ENGINEERS
9-4

-------
TABLE 9-1. REACH FLOW AND STRUCTURE - DES MOINES, IA
Calculation
Mean Flow
Low Flow +
Primary USGS
Secondary USGS
Reso-





Reach
Nos.






Point No.
(cfs)
(cfs)
Gauging Sta.
Gasuging Sta.
1ution*
1
2
3
4
5
6
7
8
9
TO
11
12
13
14
15
16 17
001
2150
44
05481650

A
X















002
5.7
1.2


E

X














003
3.4
2.0


E


X













004
9.1
3.2


E

X
X













005
9.2
3.2


E

X
X
X












006
2160
47


E
X
X
X
X












007
3930
69
05485500

A
X
X
X
X
X











008
11
6.8


E





X










009
3941
75.8


E
X
X
X
X
X
X










010
3941
75.8


E
X
X
X
X
X
X
X









on
44
2.5


E







X








012
4.5
0.4


E








X







013
48.5
2.9


E







X
X







014
63
3.4


E







X
X
X






015
4000
79.2


E
X
X
X
X
X
X
X
X
X
X






016
4005
79.2


E
X
X
X
X
X
X
X
X
X
X
X





017
12.7
1.7


E











X




018
204
2.1


E











X
X



019
4209
81.3


E
X
X
X
X
X
X
X
X
X
X
X
X
X



020
4210
106


E
X
X
X
X
X
X
X
X
X
X
X
X
X
X


021
22.3
0.5


E














X

022
4232
107


E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X

023
4450
122


E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
024
22.1
0.5


E















X
025
4472
123


E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X

* Flow Data Resolution:
A = Flow Equal to Nearby Station
E = Flow Estimate from Model; Flow Unit Area, etc.
m + 7-day 10-year Low Flow
9
Z
m
m

-------
TABLE 9-2. DES MOINES, IA DILUTION STUDY AREA POINT-SOURCE DISHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
1 YPE
SEASON
SIC #1
IA-000-036-1
00 l
AMF INC DES MOINES
FRALEY D TO DES MOIN
Y01
0
046400
COOLING
JAN -DEC
3523
IA-005-956-I
00)
ANKENY CITY OF W INDUS LAGOON
ROCK C
Y01
0
263000
PROCESS
JAN -DEC
4952
IA-006-175-1
001
ANKENY WESTWOOD
EB ROCKiC
Y01
0
170000
PROCESS
JAN -DEC
4952
1A-003-593-9
001
GRIMES CITY OF STP
TR OF L BEAVER C
Y01
0
007740
PROCESS
JAN -DEC
4952
IA-004-193-9
001
POLK CITY TOWN OF STP
BIG C
Y01
0
464001
PROCESS
JAN -DEC
4952
I A-005-912-9
001
URBANDALE SANITARY SFWER DIST
D TO BEAVER C
Y01
1
550002
PROCESS
JAN -DEC
4952
IA-003-063-6
001
ANKENY CITY OF W TREATMENT PL
SAYLOR C
Y02
1
160001
PROCESS
JAN -DEC
4952
IA-000-067-1
001
FIRESTONE TIRE !< RUBBER CO DS
WALFLEY C
Y03
0
212000
PROCFSS
JAN -DEC
301 1
IA-000-067-1
002
$
WALFLEY C
Y03
0
116000
COOLING
JAN -DEC
301 1
IA-000-067-1
003
$
WALFLEY C
Y03
0
020100
BOTH
JAN -DEC
301 1
IA-000-067-1
004
*
WALFLEY C
Y03
0
613001
BOTH
JAN -DEC
301 1
IA-000-067—1
005
*
WALFLEY C
Y03
0
23B000
COOLING
JAN -DEC
301 1
IA-000 -067-1
006
*
WALFLEY C
Y03
O
201000
BOTH
JAN -DEC
301 1
IA-000-067-1
007
*
WALFLEY C
Y03
0
268000
PROCESS
JAN -DFC
301 1
IA-000-067-1
000
$
WALFLEY C
Y03
0
317000
BOTH
JAN -DEC
301 1
IA-005-971-4
001
IOWA FUND INC
D TO WALFLEY C
Y03
0
034000
PROCESS
APR -DEC
495?
IA-000-03^-3
001
MERIDITH CORP DES MOINES
CA 10 RACCOON R
Y05
1
31000?
BOTH
JAN -DE.C
2721
rA-OOO-130-9
001
ARMSTRONG RUDDER CO DS MOINES
DEAN LK
YOO
1
060002
PROCESS
jan -nrc
TO 1 1
IA-000-130-9
002
*
DEAN LK
Y05
0
044900
PROCESS
JAN -DEC
'JO 1 1
IA-000 -130-9
004
$
DEAN l.K
Y05
0
37*7000
PROCESS
JAN -DEC
301 1
IA-000 -130-9
005
*
DEAN LK
Y05
0
044900
PROCESS
JAN -DEC
301 1
IA-000-130-9
006
*
DEAN LK
Y05
0
S35001
PROCESS
JAN -DEC
301 1
IA-000—316-8
001
LENNOX INDUSTRIES DSM
DEAN LK
Y05
0
059400
COOLING
JAN -DEC
34J3
IA-004 -4I3-0
001
DES MCJINCS CITY Of MAIN WWIP
DES MOINES R
Y03
34
100060
PROtLEi'J
JAN -DI.C
4r/r>?

-------
TABLE 9-2. (Continued)
NPDCS NUMBER
PIPE NO
FACILITY NAME

RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
IA -005-897-1
001
DES MOINES CITY OF AREA C
SAN
YEADER C
Y06
0
464001
PROCESS
JAN -DEC
495?
JA-005-896-3
001
DES MOINES CITY OF AREA C
STO
YEADER C
Y06
3
870004
PROCESS
JAN -DEC
495?
IA-005—951 —0
001
ALLEMAN TOWN OF STP

FOUR MILE C
Y08
0
014700
PROCESS
JAN -DEC
4952
IA-003—S62--8
001
ANKENY CITY OF EAST STP

FOUR MILE C
Y08
2
480003
PROCESS
JAN -DEC
4 95?
]A-002-204-7
001
ALTOONA CITY OF STP

L FOUR MILE C
Y09
O
307000
PROCESS
JAN -DEC
495?
1 A-003-601-3
001
PLEASANT HILL CITY OF STP

TOUR MILE C
Y10
0
464001
PROCESS
JAN -DEC
4 <7 52
IA-006-147-6
001
GREENFIELD-COVENTRY SEWER
TRV
MIDDLE C
Y13
0
464001
PROCESS
JAN -DEC
4 V 52
IA-005-399-8
001
DES MOINES CITY OF HIGHLAND H
TR OF NORTH R
Y12
1
160001
PROCESS
JAN -DEC
4952
IA-005-8<'8-0
001
DES MOINES CITY OF AREA D
SAN
NORTH R
Y13
0
464001
PROCESS
JAN -DEC
49 52
IA-002-339-6
001
BONDURANT TOWN OF

DRY RN TO MUD C
Y15
0
464001
PROCESS
JAN -DEC
4^5?
1A-002-199—7
001
MITCHELLVILLE CITY OF STP

CAMP C
Y17
0
464001
PROCFSS
JAN -DEC
495:.'

-------
TABLE 9-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR DES MOINES, IA
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT A POINT 5 POINT 6 POINT 7 POINT 8	CRITERIA
23 ARSENIC
26 CADMIUM
27 CHROMIUM
28 COPPER
29 CYANIDES
30 LEAD
31 MERCURY
32 NICKEL
33 SELENIUM
34 SILVER
35 THALLIUM
36 ZINC
47 DICHLOROMETHANE
48 CHLORODIBROMO-
METHANE
0 00673
0 32900*
0 01140
0 55700
0 20500
10 00000
0 11400
5 57000*
0	02280
1	11000
0 07760
3 79000
0 00091
0 04460
0 14800
7 24000
0 00228
0 11100
0 01940*
0 94700*
0 00000
0 00000
0 20500
13 70000
0 00057
0 02790
0 00018
0 00892
1	20000*
5 70000*
2	04000*
9 67000*
36 60000
174 00000*
20 40000*
96 70000*
4 07000*
19 30000*
13 80000
65 80000*
0 16300*
0 77400*
26 50000
126 00000*
0	40700
1	93000
3	46000*
16 40000*
0 00000
0 00000
50 90000
242 00000*
0 10200
0 48300
0 03260
0 15500
0	05900*
0. 10000*
70 60000*
120 00000*
1	BOOOO
3 06000
1 00000
1 70000
141 00000*
240 00000*
0	60000
1	16000
70	50000*
119 OOOOO*
71	80000*
122 OOOOO*
70 50000*
119 OOOOO*
0 17000*
0 28900*
70 50000*
119 OOOOO*
73 OOOOO»
124 OOOOO»
0 00500
0 00800
0 00160
0 00272
O 77400*
2. 20000*
27 70000*
78 70000*
23 60000
67 20000*
13 10000*
37 30000*
55 30000*
157 OOOOO*
8.92000
25	40000
26	50000*
75 20000*
43 40000
123 OOOOO*
26 60000*
75 70000*
2 23000*
6 34000*
26 40000*
74 90000*
59 20000
160 OOOOO*
0 06560
0 18700
0 02100
0 05970
O 76600*
2 20000*
27 40000*
78 70000*
23 40000
67 20000*
12 90000*
37 30000*
54 70000*
157 OOOOO*
8 83000
25	40000
26	20000*
75 20000*
42 90000
123 OOOOO*
26 30000*
75 70000*
2 21000*
6.34000*
26 10000*
74 90000*
58 50000
160 OOOOO»
0 06490
0 18/00
0 02080
0 05970
O 00996
O 45800*
0 12800
5 88000*
O 30400
13 90000
0 16900
7 76000*
O 2560O
11 80000*
0 11500
5 28000
0 11200*
5 16000*
0 33000
15 20000
O 11400
5 26000
0 02870*
1.32000*
O 11100
5 10000*
0.53300
24 50000
0 00004
O 03880
0 00027
O 01240
0
34
151
1
83
1
69
0
56
O
27
2
135
0
28
O
14
0.
26
4
236
O
O
O
O
08670*
94000*
61000
70000*
64000
OOOOO*
47000
70000*
22000
50000*
99900
90000*
47500*
OOOOO*
37000
OOOOO*
49300
10000*
24900*
20000*
46300
40000*
14000
OOOOO*
00730
4 1000
00235
13400
3
6
70
115
39
63
7
12
26
43
O
O
51
82
0
1
6
10
O
0
9n
159
0
0
0
O
32000*
76000*
94000*
37000*
90000*
OOOOO*
40000*
70000*
08000*
70000*
80000
30000
31500*
50900*
20000*
80000*
78800
27000
69000*
POOOO*
OOOOO
OOOOO
40000"
OOOOO*
19700
31900
06300
10200
O 02000
1 34000
50 OOOOO
4 77000
1 40000
50 OOOOO
0 08000
50 OOOOO
9 70000
0 00900
4 OOOOO
)c" 50000
OOOOO
y 49 DICHLOROBROMO-
g	ME1IIANF
2 51 TRICHLOROMETHANE
3D
0 00074
0 03620
0 00604
0 29DOO
0 13200
0	62900
1	08000
5 130O0»
0 00650
0 01 110
0 05300
O 09010
0 08530
0.24300
0	69600
1	70000
0 08440
O, 24 300
0	68800
1	70000
O 00110
O 05040
O.00895
O 411OO
00955
54 400
07770
44000*
25600
4 I 400
09000
3COOO*
OOOOO
2 10000

-------
TABLE 9-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CA< C
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT
0 59100
0 95600
0 06690
0 10(300
0 13300
0 70100
0 17700
0 28700
5 12000*
B 2BOOO*
0 23600
0 38200
0	90600
1	47000
30 70000
49 70000
0 00000
0 OOOOO
8
m
z
n
z
m
m
33
v>

I
lO
52 TETRACHLORO-
METHANE
57	1,2-DICHL0R0-
ETHANE
58	1,1,1—TRICHLORO-
ETHANE
59	1,1,2-TRICHLORO-
ETHANE
60	1,1,2, 2-TETRA-
CHLOROETHANE
78 BENZENE
87 TOLUENE
90 PHENOL
94 PENTACHLORO-
PHrNCll.
0 00171
O 08360
0 00019
O 00947
0 00125
0 06130
0 00051
0 02510
0 014G0
0 72400
0 00068
0 03340
0 00262
0 12800
0 08890
4 35000
0 OOOOO
O OOOOO
0	30500
1	45000
0 03460
0 16400
0	22400
1	06000
0 09160
0 43500
2	65000*
12 60000#
0 12200
0 58000
0 46800
2 22000
15 90000
75 40000
0 OOOOO
0 OOOOO
0 01500
0 02550
0 00170
0 00289
0 01100
0 01870
0 00450
O 00765
0 13000
0 22100
0 00600
O 01020
0 02300
0 03910
0	78000
1	33000
1	41000
2	39000
0 19700
0 55900
0 02230
0 06350
0 14400
0 41100
0 05910
0	16800
1	71000
4 85000*
0 07880
O 22400
0 30200
0 85800
10 20000
29 10000
0	52700
1	49000
0 19500
0 55900
0 02210
O 06350
0 14300
0 41100
0 05840
0	16800
1	69000
4 85000*
0 07790
0 22400
0 29900
0 85800
10 10000
29 10000
0	52100
1	49000
0 00253
0 11600
0 00029
0 01320
0 00186
0 08530
0 00076
0 03490
0	02190
1	01000
0 00101
O 04660
O 00388
0 17800
0 13200
6 05000
0 00222
0 10200
0	02200
1	26000
0 00250
0 14200
0 01620
0 92100
0 00661
0 37700
O 19100
10 90000*
0 00882
O 50200
0	033B0
1	92000
1 15000
65 30000
0 00926
0 52800
CRI TEiRlA
2 60000
7 OOOOO
5300 OOOOO
2 70000
1 SOOOO
15 OOOOO
17 40000
600 OOOOO
6 20000

-------
TABLE 9-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PR IOR ITY
POLLUTANT
CALC
POINT 9
CALC
POINT 10
CALC
POINT 11
CALC
POINT 12
CALC
POINT 13
CALC
POINT 14
CALC
POINT 15
CALC
POINT 16
CRITERIA
23 A3SENIC
26	CADMIUM
27	CHROMIUM
SB COPPER
29	CVANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELENIUM
34	SILVER
35	THALLIUM
36	ZINC
47 DICHLOHOMETHANE
O 09290*
4 83O00*
0	61900
32 20000#
2 B400Q
147 00000*
1	50000
81 90000*
1 24000
64 40000*
1	07000
55 70000#
0 47400*
24.70000*
2	51000
130 00000*
0 47300
25 60000*
0 26800*
13 90000*
0 46200
24.00000*
4 39000
229 00000*
0 00709
0.40900
O 09290*
4 83000*
0	61900
32 20000*
2 84000
147 00000*
1	50000
81 90000*
1 24000
64 40000*
1	07000
55 70000*
O 47400*
24	70000*
2	51000
130 OOOOO*
0 49300
25	60000*
0 26BOO#
13.90000*
0 46200
24.OOOOO*
4.39000
229 OOOOO*
0 00700
0 40900
0 33400*
5 S8000*
0	56600
9 96000*
10 20000
179 OOOOO*
5. 66000*
99 60000*
1	13000
19 90000*
3 85000
67. 70000*
0 04330
0 79700#
7 36000
129. OOOOO*
0	11300
1	99000
O 96200*
16 90000*
O.OOOOO
O. OOOOO
14 10000
P47. OOOOO"
0 02030
0 49B00
0 50700*
5 71000*
0 85900
9 67000*
15	50000
174 OOOOO*
8"59000*
96 70000*
1, 72000*
19 30000*
5 84000
65 BOOOO*
0 06880
O 77400*
11 20000
126 OOOOO*
0	17200
1	93000
1 46000*
16	40000*
0 OOOOO
0 OOOOO
21 50000
?42 OOOOO*
0.04290
O 4B400
0 34900*
5 85000*
0	59300
9 92000*
10.70000
179 OOOOO*
5 93000*
99 20000*
1	19000
19 BOOOO*
4 03000
67 50000*
0.04750
O 79400*
7 71000
129 OOOOO*
0	11900
1	98000
1.01000*
16 90000*
O OOOOO
O OOOOO
14 BOOOO
248 OOOOO*
0.02970
O 49600
O. 31300*
5 79000*
0. 53000
9 83000*
9 55000
177 OOOOO*
5	30000*
90 30000*
1 06000
19 70000*
3 61000
66 80000*
0 04240
0 7B600*
6	89000
128 OOOOO*
0	10600
1	97000
0 90100*
16 70000*
O OOOOO
0. OOOOO
13 30000
P46 OOOOO*
0 02650
0 49100
O 09630*
4 87000*
0	61900
31 20000*
2 94000
149 OOOOO*
1	64000
82 60000*
1 24000
62 50000*
1	11000
56 20000*
0.46SOO*
23	60000*
2	58000
130 OOOOO*
0 48800
24	60000*
O 27800*
14 OOOOO#
0 45500
22, 70000&
4 54O00
229 OOOOO*
0,00818
0 41300
O 09640*
4 87000*
0	61800
31 20000*
2 94000
149 OOOOO*'
1	63000
82 60000*
1 24000
62 50000#
1	11000
56 20000#
O 46BOO#
23	60000*
2	5BOOO
130 OOOOO#
0 48700
24	60000*
0 27BOO#
14 OOOOO*
0 <15400
22 TOOOO#
4 54000
229 OOOOO*
O 00017
O 41300
o orooo
1 34000
50 00000
4 79000
1 40000
50 OOOOO
O OBOOO
50 OOOOO
9 70000
O 00900
4 OOOOO
72 OOOOO
OOOOO
48	CHLOPODIDROMO—
METHANE
49	DICHL0R0BR0MC1-
METIIANE
51 TRICHLOROMETHANC
Z
s
30
to
0 OOP. 52
0 13100
0 01020
0 53200
0 08300
4. 34000*
O 00252
O 13100
O 01020
0.53200
0 08350
4 34000#
0 00905
0 13*700
0 03600
0 64700
0 29900
3 28000&
O 01380
O 15500
0 05590
0 629O0
0 45600
5 13000*
O 00947
0 15900
0. 03860
0 64 300
0 31400
5 26000#
0 0084B
0 15700
O 03450
0 63V00
0.28100
9 21000*
O 00262
0.13200
O 01060
0 »3700
0 0B670
4.3B000#
O 00261
O 13200
O 01060
O 53 700
O 0B660
4 3C10OO*
3 OOOOO
2 lOOOO

-------
TABLE 9-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16
0	02450
1	24000
0 00278
0 14000
0 01770
0 90900
0 00/35
O 37200
0 21200
10 70000*
0 00980
0 49600
0	03760
1	09000
1 27000
64 40000
0 00909
0 45900
8
m
z
o
z
m
m
30
(/>
52 TETRACHLORO-
ME THANE
57 1,2-DICHL0R0-
ETHAI4E
0	02360
1	23000
0 00268
0 13900
0	02360
1	23000
0 0026B
0 13900
0	08490
1	49000
0 00962
0 16900
0	12900
1	45000
ii
0 01460
0 16400
0	08890
1	49000
0 01010
O 16900
0	07950
1	47000
0 00901
O 16700
0	024^0
1	24000
0 00278
O 14000
58 1.1. 1 —TRICHLORO-
ETHANE
0 01730
0 90100
0 01730
0 90100
0	06230
1	09000
0	09460
1	06000
0	06520
1	09000
0	05030
1	08000
O 01790
O 90900
59 1,1,2-THICHL0R0-
EtHANE
0 00709
O 36900
0 00709
0 36900
0 02550
0 44BOO
0 03870
0 43500
0 02670
O 44600
0 02390
0 44200
0 00736
O 37200
I
60 1,1,2,2-7ETRA-
CHLOROETHANE
78 BEN7ENE
0	20500
10	60000*
0 00945
O	49100
0 20500
10	60000*
0 00945
0	47100
0	73600
12	90000*
0	03390
O	57800
1	12000
12	60000*
0	05160
0	58000
0 77100
12 90000*
0 03560
O 59500
0	68900
12	80000*
0	03180
0	58900
O 21300
10	70000*
0	00981
0	49600
87 TOLUENE
0	03620
1	88000
0	03620
1	88000
O 13000
2 29000
0 19800
2 22000
O 13600
2 28000
0 12200
2 26000
0	03760
1	89000
90 PHENOL
1 23000
63 90000
1 23000
63 90000
4 41000
77 70000
6 70000
75 40000
4 63000
77 40000
4 14000
76 60000
1 28000
64 40000
I
94 PENTACHLORO-
PHfNOL
O 00924
0 48000
O 00924
0 48000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00910
0 45900
CRITERIA
2 60000
7 00000
5300 00000
2 70000
1 80000
15 00000
17 40000
600 00000
6 20000

-------
TABLE 9-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19 POINT 30 POINT 21 POINT 22 POINT 23 POINT 21	CRITERIA
8
23 ARSENIC
25 CADMIUM
27 CHROMIUM
23 COPPER
2? CYANIDFS
30 LEAD
31 MERCURY
32 NICKEL
33 SELENIUM
34 SILVER
35 THALLIUM
36 ZINC
47 DICHl.OROMETHANE
48	CHLOPODIBROMO-
METHANE
49	DICHLORODRDMO-
METHANE
2 51 TRICHLOHDMETHANE
0
z
m	
x
co		
0	75D00*
5 64000*
1	2800O
9 56000*
23 00000
172 00000*
12 80000*
75 60000*
2	56000*
19 10000*
8 69000
64 90000*
0 10200*
0 76400*
16 60000
124 OOOOO*
0	25600
1	91000
?. 17000*
16 20000*
0 00000
0 00000
31 90000
239 OOOOO*
0 06390
0 4/BOO
0 02050
0 15300
0 08310
0 62100
0 6 71300
S 06000*
0 06040*
5 87000*
0	10200
9 95000*
1	84000
179 OOOOO*
1 02000
99 50000*
0 20500
19 90000*
0 69600
67 60000*
0 0081?
0	77600*
1	33000
139 OOOOO*
0	02050
1	99000
0 17400*
16 90000*
0 OOOOO
0 OOOOO
2	56000
249 OOOOO*
0 00512
0 49700
0 00164
0 15900
0 00665
0 64600
0 05430
5 27000*
0 0946O*
4 B900O*
0	5930O
30 70000*
2 89000
149 OOOOO*
1	60000
83 OOOOO*
1 17000
61 40000*
1	09000
56 50000*
0 44500*
23	lOOOO*
2	52000
130 OOOOO*
0 46500
24	OOOOO*
0 27300*
14 10000*
0 43200
22 40000*
4. 44000
227 OOOOO*
0 0OB02
0 41500
0 00257
O 13300
0 01040
O 53900
0 08500
4 40000*
O 09460*
3	76000*
0	5<^300
23 50000*
2 89000
115 OOOOO*
1	60000
63 70000*
1 19000
47 10000*
1	09000
43 30000
0 44500*
17	700OO*
2	5SOOO
99 90000*
0 46400
18	40000*
O 27300*
10 80000*
0 43200
17 20000*
4	44000
176 OOOOO*
O 00(302
O 31800
0 00257
0 10200
0 01040
O 41400
0 08490
3	38000*
O 12300*
5 48000*
O 20B00
9 2Q000*
3 75000
167 OOOOO*
2 08000
92 80000*
0	41600
18 60000*
1	42000
63 10000*
0 01670
O 74300*
2	71000
121 OOOOO*
0	04160
1	B6000
O 35400*
15 80000*
O OOOOO
0 OOOOO
5 20000
232 OOOOO*
O 01040
O 46400
O 00333
O 14900
0 01350
0 60300
O 11000
4 92000*
O 094GO*
3	7500O*
0	59100
23 40000*
2 89000
114 OOOOO*
1	61000
63 50000*
1 1B000
46 70000*
1	09000
43 20000 (
0 44300*
17	50000*
2	52000
99 60000*
O 46200
18	30000*
O 27300*
10 80000*
O 43000
17 OOOOO*
4	45000
176 OOOOO*
0 00803
O 31 BOO
O 00257 ,
O 10200
0 01040
O 413O0
O 08510
3	37000*
0 09010*
3	29000*
0	56200
20 50000*
2 75000
100 OOOOO*
1	53000
55 70000*
1 12000
40 90000*
1	04000
37 90000
0 42100*
15	40000*
2	39000
87 30000*
0 43900
16	OOOOO*
O 25900*
9 ¦ 47000*
0. 40900
14 90000*
4	23000
154 OOOOO"
0 00764
O 27900
O 00244
O 08710
O 00993
O 36200
O 08090
2 95000*
O 12400*
5 40000*
O 21000
9 28000*
3	70000
167 OOOOO*
2 10000
92 80000*
0	42000
18 60000*
1	43000
63 10000*
0 01600
0 74300*
2	73000
121 OOOOO*
0	04200
1	86000
O 35700*
15 80000*
O OOOOO
O OOOOO
5 25000
232 OOOOO*
O 01050
0 46400
O 0O336
O 14900
O 01370
O 60300
O 11IOO
4	92000*
0 02000
1 34O00
50 OOOOO
4 79000
1 40000
50 OOOOO
O 08000
50 OOOOO
7 70000
0 00900
4 OOOOO
72 50000
2 OOOOO
2 OOOOO
2 lOOOO

-------
TABLE 9-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT IS POINT 19 POINT 20 POINT 21 POINT 22 POINT 23 POINT 24
0	03150
1	39000
0 003S7
0 15000
0	05310
1	02000
0 0094 5
0 41GOO
0 27300
12 lOOOO*
0 01260
0 55700
0	04830
2	13000
1	64000
72 40000
0 OOOOO
0 OOOOO
8
m
z
n
z
m
m
9
CO
52 TETRACHLORO-
METHANE
0	19200
1	43000
0	01540
1	49000
0	02410
1	25000
0 02410
0 95500
0	03120
1	39000
0 02410
0 95300
0 02P90
0 63600
57 1.2-DICHL0R0-
ETHANE
0 02170
0 16200
0 00174
0 16900
0 00273
0 14100
0 00273
0 10800
0 00354
0 15000
0 00273
0 10000
0 00260
0 09470
58 1-1,1-TRICHLORO-
ETHANE
0	14100
1	05000
0	01130
1	09000
0 01760
0 91300
0 01760
0 70100
0	02290
1	02000
0 01770
0 69900
O 01680
0 61300
57 1.1,2-TRICHLORO-
ETHANE
0 0576O
0 42700
0 00461
0 4480O
O 00722
0 37400
0 00722
0 28700
0 00937
0 41800
0 00723
0 28600
0 00687
0 25100
10
1
00
60 1. I.2.2-TETRA-
CHLOROETHANE
78 BEN7ENE
1	66000
12	40000*
0	07670
0	57300
O 13300
12 90000*
0 00614
0 59700
0.20900
10 80000#
0 00962
0 49800
0 20800
8 28000*
0 00962
0 38200
0 27100
12 10000*
0.01250
0 55700
0 20900
8 26000*
0 00964
0 38100
O 19900
7 24000#
0 00916
O 33400
87 TOLUENE
0 29400
2 19000
0 02360
2 29000
0	03690
1	91000
0	03690
1	46000
0.04790
2 13000
0	03690
1	46000
0	03510
1	28000
90 PHENOL
9 9B000
74 50000
0 79900
77 60000
1 25000
64 80000
1 25000
49 70000
1 62000
72 40000
1 25000
49 50000
1 19000
43 50000
94 PENTACHLORO-
PHENOL
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00865
0 44800
0 00865
0 34300
0 OOOOO
0 OOOOO
0. 00860
O 34000
0 00818
O 29800
cnITER IA
2 60000
7 OOOOO
530O OOOOO
2 70000
1 80000
15 OOOOO
17 40000
600 OOOOO
6 20000

-------
TABLE 9-3. (Continued)
PRIORITY
POLLUTANT
CALC
POINT 25
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CRITERIA
8
23 ARSENIC
26	CADMIUM
27	CHROMIUM
ZB COPPER
29	CYANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELENIUM
34	SILVER
35	THALLIUM
36	ZINC
4 7 DICt IL.OROMETHANE
48	CHLORODIBROMO—
METHANE
49	DICHLOROBROMO-
MC IIIANC
2 51 TRICHLOROMETHANE
X
R-
39
C/>
0 07030*
3 28000*
0	560O0
20 40000*
2 75000
100 OOOOO*
1	53000
55 60000*
1 12000
40 70000*
1	04000
37 80000
0 41900#
15 20000*
2	37000
87 10000*
0 43800
15 90000*
0 26000*
9 46000*
0. 40700
14 00000*
4 2H000
11)4 OOOOO n
0 0076S
0. 27000
0 00245
0 08900
0 00995
0. 'J&ZOO
0 OBI 10
3. 9500OO
0	02000
1	34000
50 OOOOO
4 79000
1 40000
50 OOOOO
0 00000
50 OOOOO
9 70000
0 00900
4 OOOOO
7? 50000
2. OOOOO
2 OOOOO
2 10000

-------
TABLE 9-3. (Continued)
1 PRIORITY
POLLUTANT
CALC
POINT 35
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CRITERIA
52 TE7 RACHLORO-
METHANE
0 02290
0 83500
2 60000
57 1,2-DICHL0R0-
ETHANE
O 00260
0 09460
7 00000
5B 1,1.1-TRICHLORO-
ETHANC
0 01680
0 61200
5300 00000
59 1, 1, 2-TRICHL0R0-
ETHANE
0 00689
0 25000
2 70000
60 1,1,2, 2-TETRA-
CHLOPOETHANE
0 19900
7 23000*
1 80000
78 BENZENE
0 009IB
0 33400
15 OOOOO
87 TOLUENE
0	03520
1	28000
17 40000
90 PHENOL
1 19000
43 40000
600 OOOOO
94 PENTACHLORO-
PHENOL
O 00814
0 29600
6 20000
8
m
Z
2
z
m
ra
9

-------
TABLE 9-4. DES MOINES, 1A CRITERIA VIOLATIONS SUMMARY
Pi ion tv Pollutnnts
Stream

(in
Name
riow
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25

Arsenic
Mr

H
M
M
M

M
M
M
H
M
M
r/M
M
H
M
M
M
M
M
M
tl
M
M
(1


IF
M
hi
M
H
M
M
M
M
M
M
M
M
I/M
M
M
M
M
M
M
M
H
M
11
M
M
26
Codmiurn
MF

M
I
I
I


M



















LF

M
r
I/M
T/M
1
I/M
M
I/M
I/M
M
M
I
M
I/M
I/M
M
M
I/M
I/M
M
I/M
I/M
M
I/M
27
Chromium
MF







M



















LF

H

H
M

M
M
M
M
M
n
1
M
M
M
M
M
M
M
M
M
M
M
M
28
Copper
MF

M

H
M


M


M
11
1
M


M










LF
H
H

M
M
M
M
M
M
M
M
M
I/M
M
M
M
M
M
M
M
M
M
M
M
M
29
Cyanides
MF

M
i
I/M
I/M


M



M




M









ir

M
i
I/M
I/M
I/M
I/K
M
l/M
I/M
M
M
I/M
n
I/M
I/M
M
M
l/tl
l/M
M
JiM
I/M
H
l/M
.10
Lead
MF


























LF

M




M

M
M
M
M
I
M
M
M
M
M
M

M


M

31
Mercury
HF

M
i
I/M
I/M
I
I
M
I
I




I
I
M

I
I

I
I

I


LF

M
i
I/M
I/M
I
I/M
M
I/M
I/M
M
M
I/M
M
I/M
I/M
M
M
I/M
I/M

l/M
I/M
M
I/M
3?
Nickel
HF


i




M



















LF

M
i
I
I

M
H
M
M
M
M
1
M
M
M
M
H
M
M
M
M
M
M
II
33
Selenium
l-T


i
I
1






















LT


i
I
1

I

I
I




I
I


I
I

1
I

I
34
Si lver
HF
M
M
M
M
M
M
M
M
M
M
M
M
I/M
M
M
M
M
M
M
M
M
M
M
M
M '


LF
M
M
M
M
M
M
M
M
M
M
M
M
WM
M
M
M
M
M
M
M
M
M
M
M
M
35
Thn11ium
NF


I
I
I






















LF


I
I
I
I
I

I
I




I
I


I
I

I
1

i
.36
Zinc
Mr


I




M



















Lr

H
I
I/M
I/M

M
M
M
M
M
M
I
M
M
M
M
M
M
M
M
M
M
M
ti
51
Trichloro-
MF


























inr> rh-inp
ir

M




M
M
M
M
M
M
1
n
M
ri
tl
M
fl
H
M
M
M
M
M
GO
1.1.2,2-Tetra-
HF

M





M
















!

chloroethane
LF

H

M
M

M
M
M
M
M
M
I
M
M
M
M
M
M
M
M
11
n
M
H 1
Legend:
8
Z
o
z
m
m
30
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 9-5. FACILITIES NOT INCLUDED IN THE
DES MOINES, IOWA DILUTION STUDY*
NPDES #	FACILITY NAME
IA 000-004-3+	Deere John & Company Exempt
IA 000-061 -2+	Amer. Can. Co. Des Moines Iowa
IA 000-082-5	Ford Motor Co. Des Moines Exempt
IA 000-092-2+	IPLC Des Moines
IA 000-166-0	Frye Mfg. Co. Des Moines Exempt
IA 002-132-6	Elkhart Tn. of Stp.
IA 003-423-l+	Elk Run Heights Tn. of Stp.
IA 005-868-8	Union Carbide Corp. Linde Division
Exempt
Footnotes:
+ Permits not yet issued.
* Facilities in Polk County , IA not included due to data unavailability or facility
location.
9-17
SCS ENGINEERS

-------
SECTION 10
SPRINGFIELD, MASSACHUSETTS DILUTION STUDY
The area initially designated for consideration in this study included
all of Hampden County, MA. Following review of the hydrologic features and
the location of wastewater dischargers, the unshaded area shown in
Figure 10-1 was selected for further study. The area selected was approx-
imately 500 square miles in size.
Based on the available data on stream flow characterisitcs and the
distribution of wastewater dischargers in the study area, 7 stream segments
or reaches, were selected (Figure 10-1) as follows:
Reach No.	Description*
Connecticut River above Chicopee
Ri ver
2	Ware River above Chicopee River
3	Chicopee Brook above Quaboag
River
4	Quaboag River between Chicopee
Brook and Chicopee River
5	Chicopee River between Ware
River and Connecticut River
6	Connecticut River between
Chicopee River and Westfield
Ri ver
7	Westfield River
As shown in Figure 10-2, 10 calculation points were selected as loca-
tions for comparing calculated river concentrations of the priority pol-
lutants with the ambient water qualtiy criteria. The relationship between
reaches and calculation points as well as relevant flow information is
shown in Table 10-1.
The dischargers located on Figure 10-1 are described in Table 10-2.
As shown, a total of 90 dischargers from 39 facilities in 23 SIC categories
were included in the study. Facilities located in the county surveyed,
but not included in the study because 1) they are located in the shaded
area shown in Figure 10-1; 2) no reliable data on discharge flow was
available or; 3) the permit files could not be located, are shown in
Table 10-5.
Calculated river concentrations of the priority pollutants thought to
be discharged in the study area are shown in Table 10-3. Violations of the
ambient water quality criteria are indicated in Table 10-3 by an asterisk,
and summarized in Table 10-4. Note that the value for total hardness used
to define the water quality criteria for beryllium, cadmium, chromium,
* Reaches include all tributaries to the main stream described.
—	_SCS ENGINEERS
10-1

-------
copper, lead, nickel and zinc was 30 mg/1 (mean total hardness at USGS
station number 01134000 on the Connecticut River from 10/74 to 9/75).
As shown, 36 of the priority pollutants were found to be discharged
in the study area. Draft water quality criteria were available for
34 of the pollutants, and 14 pollutants were found to violate the crit-
eria in at least one location. Calculated river concentrations exceeded
the criteria for at least one constituent at all 10 calculation points
for both low flow conditions and mean flow conditions.
The violation shown in Table 10-4 are summarized as follows:
Number of Violations
Violation Cause
Mean Flow
Low Flow
Industrial only
25
28
Municipal only
11
5
Industrial or Municipal
8
22
Industrial plus Municipal
1
3
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial discharges.
10-2
SOS ENGINEERS

-------
to
c
-s
fO
CO
-o
-s
=5
(O
-h
n>
CL
o
3
Q.
<<
0)
n>
0)
«t»l<
LEGEND
0 NPDES MUNICIPAL DISCHARGERS
NPDES INDUSTRIAL DISCHARGERS
TEN (10) MUNICIPAL DISCHARGERS
TEN (10) INDUSTRIAL DISCHARGERS
USGS GAGING STATIONS
*)- CALCULATION POINT
5CIUE
9 MtLES
:

PRINGFIELD

e/7
m
z
o
z
S
9

-------
REACH \T\
REACH
Q>-
&-
CHICOPEE RIVER
REACH
REACH
REACH [6]
REACH
REACH |T]
LEGEND
@	 CALCULATION POINT
m REACH NUMBER
Figure 10-2.
Springfield, MA dilution study area schematic.
		SCS ENGINEERS
10-4

-------
TABLE 10-1. REACH FLOW AND STRUCTURE - SPRINGFIELD, MA
Calculation Mean Flow Low Flow4* Primary USGS Secondary USGS Reso-	'Reach No.
Point No.	(cfs) (cfs) Gauging Sta. Gauging Sta. lution* 12 3 4 5 6 7
001
15,000
1,700
01172000
M
X




002
290
23

E

X



003
10
2.1

E


X


004
351
21

E


X
X

005
641
44

E

X
X
X

006
831
129
01177000
M

X
X
X
X
007
15,900
1,830

E
X
X
X
X
X
008
16,200
2,140

E
X
X
X
X
X
009
931
100

E





010
17,100
2,240

E
X
X
X
X
X
* Flow Data Resolution:
A = Flow Equal to Nearby Station
M = Flow Estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, etc.
+7-day 10-year Low Flow
8
m
z
o
m
m
a
cn

-------
TABLE 10-2. SPRINGFIELD, MA DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
MA-000-077-9
001
HART WOOL COMB INO
FIRST LEVEL CA
A01
0.063300
PROCESS
JAN -DEC
2299
MA-000-519-3
001
PARSONS PAPER CO-NVF CORP
SECOND LEVEL CA
A01
1 490002
PROCESS
JAN -DEC
2621
MA-000-376-0
001
SONOCO PRODUCTS CO-PLANT #60
CONNECTICUT R
A01
0 758001
BOTH
JAN -DEC
2631
MA-000-376-0
002
*
CONNECTICUT R
A01
0.712001
BOTH
JAN -DEC
2631
MA-000-223-2
001
HAMPDEN PAPERS INC
CONNECTICUT R
A01
0 046400
BOTH
JAN -DEC
2641
MA-000-282-8
001
HAZEN PAPER CO
CONNECTICUT R
A01
0 007740
PROCESS
JAN -DEC
2641
MA-000-527-4
003
TEXON IN
CONNECTICUT R
A01
0 019500
COOLING
JAN -DEC
2649
MA-000-201-1
001
NATIONAL BLANK BOOK CO INC
CONNECTICUT R
A01
0.141000
PROCESS
JAN -DEC
2782
MA-000-201-1
002
*
CONNECTICUT R
A01
0 144000
COOLING
JAN -DEC
2782
MA-002-654-9
001
HERCULES INC
D TO CONNECTICUT R
A01
0 077400
COOLING
JAN -DEC
2819
MA-000-264-0
001
ADAMS PLASTICS
SECOND LEVEL CA
A01
0 000774
BOTH
JAN -DEC
3079
MA-000-264-0
002
«
SECOND LEVEL CA
A01
0 046400
BOTH
JAN -DEC
3079
MA-000-264-0
003
$
SECOND LEVEL CA
A01
0 057200
BOTH
JAN -DEC
3079
MA-002-073-7
001
LUDLOW CORPORATION
CONNECTICUT R
A01
0.835001
COOLING
JAN -DEC
3079
MA-002-608-5
001
A 0 SPALDING
CONNECTICUT R
A01
1 700002
COOLING
JAN -DEC
3471
MA-000-272-1
001
INDUSTRIAL CHROMIUM CORP
SECOND LEVEL CA
A01
0 001240
COOLING
JAN -DEC
3479
MA-000-272-1
002
$
SECOND LEVEL CA
A01
0. 001240
COOLING
JAN -DEC
3479
MA—000—253-4
001
L D VAN VALKENBURQ COMPANY
CONNECTICUT R
A01
0 002320
COOLING
JAN -DEC
3496
MA-000-253-4
002
*
CONNECTICUT R
A01
0. 001310
PROCESS
JAN -DEC
3496
MA-002-594-1
001
NORTHEAST NUCL-MONTAGUE
CONNECTICUT R
A01
13. 100020
BOTH
JAN -DEC
4911
MA-002-594-1
002
*
CONNECTICUT R
A01
0.464001
PROCESS
JAN -DEC
4911
MA-002-594-1
004
*
CONNECTICUT R
A01
4 640O05
PROCESS
JAN -DEC
4711
MA-000-533-9
001
HOLYOKE WATER MT TOM STA
CONNECTICUT R
A01
206 000000
COOLING
JAN -DEC
491 1
MA-OOO-152-0
001
HOLYOKE OAS St ELECTRIC
HOLYOKE
-A01
13 900020
COOLING
JAN -DEC
491 1

-------
TABLE 10-2. (Continued)
NPDES NUMBER PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW < CFS) TYPE
SEASON
SIC #1
MA-OOO-152-0	002	*
MA-010-163-0	010	HOLYLKE MUNI TREAT PLANT
MA-010-150-8	010	CHICOPEE
MA-010-045-5	001	SOUTH HADLEY WTP
MA-000-394-8	001	DIAMOND NATIONAL CORP
MA-010-116-8	01B	*
MA-010-116-8	019	%
MA-010-116-8	030	*
MA-010-116-8	021	$
MA-010-116-8	022	*
MA-010-116-8	023	$
MA-010-116-8	024	»
MA-010-116-8	025	$
MA-010-116-8	026	*
MA-000-351-4	001	ZERO MFG. EASTERN DIV
MA-000-351-4	002	$
MA-000-351-4	003	*
MA-000-351-4	004	»
MA-000-351-4	005	9
MA-002—699—1	001	DAN WESSON ARMS INC
MA-010-116-8	001	PALMER
MA-010-116-8	002	$
MA-010-116-B	003	$
MA-010-116-8	004	$
HOLYOKE CA
CONNECTICUT R
CONNECTICUT R
CONNECTICUT R
WARE R
WARE R
WARE R
WARE R
WARE R
WARE R
WARE R
SWIFT R
SWIFT R
SWIFT R
CHICOPEE BK
CHICOPEE BK
CHICOPEE BK
CHICOPEE BK
CHICOPEE BK
QUABOAC R
QUABOAG R
QUABOAG R
QUABOAG R
QUABOAG R
AO 1
A01
A01
A01
A02
A02
A02
A02
A02
A02
A02
A02
A02
A02
A03
A03
A03
A03
AOS
A04
A04
A04
A04
£04
O 030700
10 500010
15. 000020
3 090004
3 090004
0 038700
0 085100
0 124000
0 061900
0 061900
0 020100
0 139000
0 071200
0 029400
0 139000
0	017000
1	620002
0 002630
0 124000
0 007740
0 248000
0 046400
0 232000
0 038700
PROCESS
PROCESS
PROCESS
PROCESS
BOTH
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
BOTH
BOTH
BOTH
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DFC
-DEC
-DEC
471 1
4752
4952
4752
2646
4952
4952
4952
4952
4952
4952
4952
4752
4952
3479
3499
3499
3479
3499
3484
4952
4952
4952
4952

-------
TABLE 10-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
§
MA-OIO-
MA-OIO-
MA-OIO-
MA—010-
MA—010-
MA-010-
MA-010-
MA-010-
MA-010-
MA-010-
MA-010-
MA-000-
MA-000-
MA-OOO-
MA—000-
MA-OOO-
MA—000-
MA-010-
MA-010-
MA-010-
MA-002-
MA—000-
MA—000-
Z MA-010-
O
z
m
frt
-116-8	005	$
-116-8	006	*
¦116-8	007	$
¦116-8	008	$
-116-8	009	*
•116-8	010	*
-116-8	Oil	*
-116-8	012	*
-116-8	013	$
-116-8	014	*
-116—S	017	*
-064-7	001	EASTERN ETCHING fc MFG CO
-496-1	004	MONSANTO CO-BIRCHAM BEND PLT
-496-1	006	*
•496-1	009	*
¦429—4	001	UNIROYAL INC
485-5	001	MOORE CO INC
116-8	015	$
116-B	016	*
157-5	001	WILBRAHAM
489-7	001	SMITH ?- WESSON INC
470-7	001	WESTERN MASS ELECTRIC-W SPRIN
470-7	002	*
161-3	041	SPRINGFIELD-BONDI ISLAND STP
QUABOAG R	A04	0 111000	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 155000	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 124000	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 061900	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 054100	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 001550	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 015500	PROCESS	JAN -DEC	4952
QUABOAG R	A04	O 092800	PROCESS	JAN -DEC	4952
QUABOAG R	A04	0 009280	PROCESS	JAN -DEC	4952
QUABOAG R	A04	O. 077400	PROCESS	JAN -DEC	4952
QUABOAG R	A04	O 030900	PROCESS	JAN -DEC	4952
CHICOPEE R	A05	0.013900	PROCESS	JAN -DEC	2753
CHICOPEE R	A05	0 046400	COOLING	JAN -DEC	2821
CHICOPEE R	AOS	2 090003	COOLING	JAN -DEC	2821
CHICOPEE R	A05	O 170000	COOLING , JAN -DEC	2821
CHICOPEE R	A05	3 560004	COOLING	JAN -DEC	3011
CHICOPEE R	A05	0 139000	BOTH	JAN -DEC	3462
CHICOPEE R	AOS	O 029400	PROCESS	JAN -DEC	4952
CHICOPEE R	AO5	O 020100	PROCESS	JAN -DEC	4952
CHICOPEE R	AOS	0 325000	PROCESS	JAN -DEC	4952
D TP CONNECTICUT R	A06	0 092800	PROCESS	JAN -DEC	3484
CONNECTICUT	R A06	77 400080	COOLING	JAN -DEC	4911
CONNECTICUT	R A06	10B 000000	BOTH	JAN -DEC	4911
CONNECTICUT	R /i06	54 100060	PROCESS	JAN -DEC	4952

-------
TABLE 10-2. (Continued)
NPDES NUMDER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS) TYPE
SEASON SIC #1
MA-000-469-3	001	STEVEN3 PAPER MILLS-LOWER MIL
MA-000-469-3	002	*
MA-000-528-2	001	TEXON INC-RUSSELL PLANT
MA-000-499-5	003	STRATHMORE PAPER-HAMMERMILL Z
MA-000-499-5	006	$
MA-000-499-5	008	*
MA-000-090-6	001	STEVEMS PAPER MILLS-UPPER
MA-000-090-6	002	*
MA-000-090-6	003	»
MA-000-090-6	005	*
MA-000-431-6	003	WCDfTIELD RIVER rAPIIR CO
MA-000-439-1	001	STERLINQ RADIATOR CO
MA-OOO-157-1	001	COLUMBIA MANUFACTURING CO
MA-002-298-5	001	OLD OAKEN BUCKET WATER TP
MA-010-096-0	001	RUSSELL STP
MA-010-096-0	002	*
MA-010-096-0	003	*
MA-010-180-0	001	WESTFIELD WPCP
LITTLE R
LITTLE R
WESTFIELD R
WESTFIELD R
WESTFIELD R
WESTFIELD R
LITTLE R
LITTLE R
LITTLE R
LITTLE R
WESTFIELD R
POWDERMILL BK
LITTLE R
FIRST HERRINC BK
WESTFIELD R
WESTFIELD R
WESTFIELD R
WESTFIELD R
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
A07
1 550002
0 449001
0.928001
0	464001
4 640005
4 330004
1	550002
0 000000
0 681001
0 124000
0. 619001
0 002780
0 433000
O 030900
O 309000
0. 004330
0 155000
3 870004
BOTH
BOTH
PROCESS
COOLING
COOLING
PROCESS
BOTH
PROCESS
PROCESS
PROCESS
COOLING
BOTH
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
JAN
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
-DEC
2621
2621
2621
2621
2621
2621
2621
2621
2621
2621
2621
3433
3751
4941
4952
4952
4952
4952

-------
	
TABLE 10-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR SPRINGFIELD, MA
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
22
ANTIMONY
0 17100
0 00000
0 00000
0.
OOOOO
0.OOOOO
0
OOOOO
0
16200
0
15900
120
OOOOO


1 51000
0.00000
0.00000
0
OOOOO
0 OOOOO
0
OOOOO
1
40000
1
20000


33
ARSENIC
0.23200*
0 01280
0 00000
0
02180*
0.01780
0
01640
0
31900*
0
23600*
0
02000


2 05000*
0 16200*
0 00000
0
36500*
0. 25900*
0
10500*
1
91000*
1
78000*


25
BERYLLIUM
0 17100*
0 00000
0 00000
0
OOOOO
0 OOOOO
0
OOOOO
0
16200*
0
15900*
0
08710


1 51000*
0 00000
0 00000
0
OOOOO
0 OOOOO
0
OOOOO
1
40000*
1
20000*


26
CADMIUM
0 24000*
0 02180
13 20000*
0
41200*
0 23500
0
18600
0
23600
0
26500*
0
23900


2 12000*
0 27400*
62 60000*
6
88000*
3 43000*
1
19000*
2
05000*
2
01000*


27
CHROMIUM
0 56400
0 39200
13 20000
1
04000
0 74700
0
65700
0.
56700
1
16000
50
OOOOO


4 98000
4.94000
62. 60000*
17
40000
10 90000
4
23000
4
92000
8
77000


28
COPPER
0 41200
0 21800
13.20000*
0
74400
0 50600
0
43500
0
41100
0
73800
1
31000


3 63000*
2 74000*
62 60000*
12
40000*
7. 37000*
2.
81000*
3
57000*
5
59000*


29
CYANIDES
0.03020
0 04350
0 00000
0
07390
0. 06020
0.
05540
0.
O309O
0
10500
1
40000


0 33700
0 54900
0 00000
1
24000
0 87700
0
35700
0
33800
0
79500


30
LEAD
0.30100
0 14800
13 20000*
0.
62600
0.40900
0
34700
0
30200
0
52400
5
85000


2 66000
1.87000
-62 60000*
10
50000*
5 97000*
2.
23000
2
62000
3
96000


31
MERCURY
0 17300*
0.00174
0.00000
0
00296
0 00241
0
00222
0.
16300*
0
16300*
0
08000


1. 52000*
0.02190
0 00000
0
04940
0. 03510
0
01430
1
42000*
1
23000*


32
NICKEL
0 46900
0.20300
13. 20000*
0
85500
0 59&00
0.
51900
0
46900
O
89500
11
20000


4 14000
3 57000
62 60000*
14
30000*
8. 69000
3
34000
4
08000
6
78000


33
SELENIUM
0. 22500
0 00435
0.00000
0
00740
0.00602
0.
00554
0
21200
0
21500
9
70000


1 98000
0. 05490
0.00000
0
12400
0.08770
0.
03570
1.
84000
1
63000


34
SILVER
0. 25300*
0. 03700*
0.00000
0
06290*
0 05120*
0.
04710*
0
24200*
0
29400*
0
00900


2 24000*
0.46700*
0 00000
1.
05000*
0.74500*
0
30400*
2
09000*
2
22000*


36
ZINC
0 52700
0 54400
13 20000
1
29000
0 95800
0
85100
0
54100
1
37000
19
lOOOO


4. 65000
6.86000
62 60000*
21
70000*
13 90000
5
48000
4
70000
io
30000


46
CHLOROMETHANE
0 00001
0 00000
2 63000*
0
07490
0 04100
0
03170
0
00166
0
00163
2
OOOOO


0 00000
O.00000
12.50000*
I
25000
0 59800
0.
20400
0
01440
0
01240


47
DICHLOROMETHANE
0 03520
0 00109
0 00000
0
00185
0 00150
0
00139
0
03330
0
03430
2
OOOOO


0.31100
0.01370
0.OOOOO
0
03090
0. 02190
0
00093
0
2B900
0
25900


48
CHLORODIBROMO-
0 03460
0.00035
0 OOOOO
0
00059
0. 00048
0
00044
0
03260
o
03250



METHANE
0 30500
O O0439
0.OOOOO
0
00909
0 00701
0
O02G6
0
28300
o
24600


30

-------
TABLE 10-3. (Continued)




AVERAGE AND
LOW FLOW
CONCENTRATIONS
PER CALCULATION POINT






PRIORITY
CALC.
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 3
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
49
DICHL0R03R0M0-
0
03550
0
00141
0.
00000
0
00240
0
00196
0 00180
0 03360
0
03510
3
OOOOO

METHANE
0
31300
0
01780
0
00000
0
04030
0
02850
0 01160
0.39300
0
36600


50
TRIBFOMOMETHANE
0
01710
0
00000
0
00000
0
OOOOO
0
OOOOO
0 OOOOO
0 01630
0
01590
2
OOOOO


0
15100
0
00000
0
00000
0
OOOOO
0
OOOOO
0 OOOOO
0 14000
0
13000


51
TRICHLOROMETHANE
0
05430
0
01 150
0
00000
0
01960
0
01590
0 01470
0 05300
0
06880
3
10000


0
47900
0
14500
0
00000
0
33800
0
33300
0 09460
0. 45300
0
52000


52
TETFACHLORO-
0
00287
0
00336
0
00000
0
00555
0
00451
0 00416
0 00393
0
00788
3
60000

METHANE
0
03530
0
04130
0
ooooo
0
07370
0
06580
0 02680
0 03540
0
05770


55
CHLOROETHANE
0
00001
0
00000
0
00000
0
OOOOO
0
OOOOO
0 OOOOO
0 00001
0
00001




0
00008
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0 OOOOO
0 00007
0
00006


57
1,2-DICHL0R0-
0
00032
0
00037
0
ooooo
0
00063
0
00051
0 00047
0 00033
0
00087
7
OOOOO

ETHANE
0
00286
0
00467
0
ooooo
0
01050
0
00745
0 00304
0 00287
0
00676


58
1.1,1-TRICHL0R0-
0
00310
0
00239
0
ooooo
0
00407
0
00331
0 00305
0 00214
0
00578
5300
OOOOO

ETHANE
0
01850
0
03030
0
ooooo
0
06790
0
04830
0 01960
0.01860
0
04370


5?
1.1.3-TRICHLORO-
0
00086
0
00098
0
ooooo
0
00166
0
00135
0 00125
0 OOOBB
0
00236
3
70000

ETHANE
0
00758
0
01340
0
ooooo
0.
03780
0
01970
0 00804
0 00760
0
01770


60
1,1,3, 2-TETRA-
0
02480
0
02830
0
ooooo
0
04B10
0
03910
0 03600
0. 02530
0
06830
1
80000

CHLOROETHANE
0
31900
0
35700
0
ooooo
0
80300
O
56900
0. 23300
0 31900
0
517O0


78
BENZENE
0
03330
0
00131
1.
33000
0
03970
0
02330
0 01750
0 03380
0
O3440
15
OOOOO


0
30500
0
01650
6
26000
0.
66300
0
33500
0 11300
0 19800
0
18500


80
1,3-DICHL0R0-
0
01710
0
00000
0
ooooo
0.
OOOOO
0
OOOOO
0 OOOOO
0 01630
0
01590
44
OOOOO

DENZENE
0
13100
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0 OOOOO
O 14000
0
13000


81
1,3-DICHLORO—
0
01710
0
00000
0
ooooo
0.
OOOOO
0
OOOOO
0 OOOOO
O 01630
0
OJ I>70
330
OOOOO

DENZENE
0
15100
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0 OOOOO
0 14000
0
13000


82
1,4-DICHLORO-
0
00856
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0 ooooo
0 00808
0
00773
170
OOOOO

BENZENE
0
07550
0
00000
0
ooooo
0
ooooo
0
OOOOO
0 OOOOO
0 07030
0
06000


87
TOLUENE
0
03650
0
00501
1
32000
0
04570
0
03740
0 03330
0 03630
0
03340
17
40000


0
33400
0
06310
6
36000
0
76800
0
39900
0 14300
0 22700
0
35300


90
PHENOL
0
17100
0
16900
1
33000
0
33600
0
25500
0 33200
0 17300
0
43100
600
ooooo


1
51000
3
14000
6
36000
5
45000
3
73000
1 47000
1 51000
3
36000


73
3, 4, 6—TRICHLORO—
0
00856
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0 OOOOO
0 00808
0
00793
53
ooooo

PHENOL
0
07350
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0 OOOOO
0 07030
0
06000



-------
TABLE 10-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 1
CALC
POINT
CALC
POINT 3
CALC.
POINT 4
CALC
POINT 5
CALC
POINT 6
CALC
POINT 7
CALC
POINT 8
CRITERIA
74 PENTACHLORO-
PHENOL
0 OOIOO
O 00078
0. 00000
O 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
O 00000
0 00000
O 00094
O 00816
O 00092
0 00698
6 20000
103 DI-N-BUTYL-
PHTHALATE
0 00856*
0 07550*
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00808*
0 07020*
0 00793*
0 06000*
0 00500
s
m
z
o
3D
CO

-------
TABLE 10-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
22	ANTIMONY
23	ARSENIC
25	BERYLLIUM
26	CADMIUM
27	CHROMIUM
28	COPPER
2? CYANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELENIUM
34	SILVER
36 ZINC
46	CHLOROMETHANE
47	DICHLOROMETHANE
O 48 CHLORODIBROMO-
Z METHANE
m
m
9
w
CALC
POINT 9
0 OOOOO
0 OOOOO
3 28000*
30 60000*
0 OOOOO
0 OOOOO
3	54000*
32 90000*
4	33000
40 30000
3 72000*
34. 70000*
0 09320
0 86700
0 31700
2 95000
0 23600*
2	20000*
3	86000
35 90000*
3. 27000
30 40000*
3	34000*
31.10000*
4	65000
43 30000*
0 04650
0 43300
0 04890
0 4D300
0. 00075
0 00694
CALC
POINT 10
0	15000
1	15000
0 40200*
3 07000*
0	15000*
1	15000*
0	44400*
3 39000*
1	33000
10	20000
0 90200
6 8B000*
0 10500
0 79800
0 51300
3 92000
0	16700*
1	28000*
1	06000
8 08000
0 38200
2	91000
0	46000*
3	31000*
1	55000
11	80000
0 00408
0 03110
0. 03520
0. 26900
0 03090
0 23600
CRITERIA
120 OOOOO
0 02000
0 08710
0	23900
50 OOOOO
1	31000
1	40000
5 95000
O 08000
11.20000
9 70000
0 00900
19 10000
2	OOOOO
2.OOOOO

-------
TABLE 10-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC
POLLUTANT	POINT 9 POINT 10	CRITERIA
m
z
o
z
m
m
3D
c/>
4*7
DICHLOROBROMO-
0
00303
0
03340
2
00000

METHANE
0
02820
0
25500


50
TRIBROMOMETHANE
0
00000
0
01500
2
00000


0
00000
0
11500


51
TRICHLOROMETHANE
0.
67600
0
10200
2
10000


6
29000*
0.
77800


52
TETRACHLORO-
0
00699
0
00785
2
60000

METHANE
0.
06500
0
05990


55
CHLOROETHANE
0
00000
0.
00001




0
00000
0
00006


57
1.2-DICHL0R0-
0
00079
0.
00089
7
00000

ETHANE
0
00737
0
00679


58
1.1. 1-TRICHLORO-
0
00512
0
00575
5300
00000

ETHANE
0
04770
0.
04390


59
1.1. 2-TRICHLORO—
0
00210
0
00235
2
70000

ETHANE
0
01950
0
01790


60
1. 1.2. 2-TETRA-
0
06050
0
06790
1
80000

CHLOROETHANE
0
56400
0
51900


78
BENZENE
0
35200
0
04230
15
00000


3
27000
0
32300


79
CHLOROBENZENE
0
02330
0
00127
20
00000


0
21700
0.
00967


80
1. 2-DICHLORO-
0
00000
0.
01500
44. 00000

BENZENE
0
00000
0.
11500


81
1.3-DICHL0R0-
0.
00000
0.
01500
230. 00000

BENZENE
0
00000
0.
11500


82
1.4-DICHLORO-
0.
00000
0
00751
190
00000

BENZENE
0
00000
0
05730


87
TOLUENE
0.
35900
0
05120
17
40000


3
35000
0
39100


90
PHENOL
0
71200
0
44700
600
00000


6
63000
3
41000



-------
TABLE 10-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PPIOPITY	CALC	CALC
POLLUTANT	POINT 9 POINT 10	CRITERIA
93
2, 4,6-TRICHLORO-
0
00000
0
00751
52
00000

PHENOL
0
00000
0
05730


94
PENTACHLORO-
0
06980
0
00467
6
20000

PHENOL
0
64900
0
03570


101
DIMETHYL-
0
01160
0
00063
0
16000

PHTHALATE
0
10800
0
00483


103
DI-N-BUTYL-
0
00000
0
00751*-
0
00500

PHTHALATE
0
00000
0
05730*



-------
TABLE 10-4. SPRINGFIELD, MA CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.

No.
Name
1
2
3
4
5
6
7
8
9
10
23
Arsenic
Mean Flow
I


M


I
I/M
I/M
I/M
Low Flow
I/M
M

M
M
M
I/M
I/M
I/M
I/M
25
Beryllium
Mean Flow
I





I
I

I
Low Flow
I





I
I

I
26
Cadmi um
Mean Flow
I+M

I
I



I
I
I
Low Flow
I
M
I
I/M
I/M
I
I
I/M
I/M
I/M
27
Chromium
Mean Flow










Low Flow


I







28
Copper
Mean Flow


I





I

Low Flow
I/M
M
I
I/M
I/M
M
I/M
I/M
I/M
I/M
30
Lead
Mean Flow


I







Low Flow


I
I
I+M





31
Mercury
Mean Flow
I





I
I
I
I
Low Flow
I





I
I
I
I
32
Ni ckel
Mean Flow


I







Low Flow


T
T+M




T

33

Mean Flow










JC \ ClI 1 UiM
Low Flow








T

34
Si Tver
Mean Flow
T/M
M

M
M
M
T/M
T/M
T/M
T/M
Low Flow
I/M
M

M
M
M
I/M
I/M
I/M
I/M
36
8
Zinc
Mean Flow










Low Flow


I
I+M




I

m
| 46
7
Chloromethane
Mean Flow


T







Low Flow


I







m

33
V)

-------
TABLE 10-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Poin"
t No.

No.
Name
1
2
3
4
5
6
7
8
9
10
51
Trichloromethane
Mean Flow










Low Flow








I

103
Di-n-butyl-
phthalate
Mean Flow
I





I
I

I
Low Flow
I





I
I

I
Legend:
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.
8
m
z
2
z
m
m
33
U)

-------
TABLE 10-5. FACILITIES NOT INCLUDED IN THE
SPRINGFIELD, MA DILUTION STUDY*
NPDES ff	FACILITY NAME
MA 000-252-6	Springfield Moulders Inc.
MA 000-374-3	XIDEX Corp.
MA 000-392-1**	Brown Co.-Eagle A Division
MA 000-534-7	Holyoke Water-Riverside Sta.
MA 002-581-0**	Mass. Municipals Electric Wholes
MA 010-132-0**	Agawam
MA 010-133-8	Ludlow WTP
MA 010-138-9**	West Springfield
MA 010-208-3	Chester
Footnotes:
** Major discharger
* Facilities in Harcpden County, I1A not included due to data
unavailability or facility location.
10-18
SCS ENGINEERS

-------
SECTION 11
GARY, INDIANA DILUTION STUDY
The area initially designated for consideration in this study
included all of Lake County, IN. Following review of the hydrologic
features and the location of wastewater dischargers, the unshaded area
shown in Figure 11-1 was selected for further study. The area selected
was approximately 270 square miles in size.
Based on the available data on stream flow characteristics and
the distribution of wastewater dischargers in the study area, 4 stream
segments, or reaches, were selected (Figure 11-1), as follows:
Reach No.	Description*
1	Burnes Ditch including Little Calumet
River, Deep River and Beaverdam Ditch
2	Indiana Harbor Channel and Grand
Calumet River above Indiana Harbor-
Channel
3	Grand Calumet River between Indiana
Harbor Channel and Little Calumet
River
4	Wolf Lake
As shown in Figure 11-2, 3 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 11-1.
The Indiana Harbor Channel is a barge canal which serves as a
turn around basin for ships leaving and entering Lake Michigan as well
as a receiving water for industrial/municipal discharge. Flow data
for the channel is nonexistent, however the flow that does enter the
channel is discharged from the Grand Calumet River. The river is a
man-made ditch constructed to divert industrial and municipal wastewater
from the city. The majority of the flow in the Grand Calumet River
enters the Indiana Harbor Channel and only a small percentage of the
total flow, approximately 5%, continues to the Grand Calumet River.
This then enters a natural river, the Little Calumet River.
The dischargers located on Figure 11-1 are described in Table 11-2.
As shown, a total of 59 discharges from 19 facilities in 9 SIC categor-
ies were included in the study. Facilities located in the county
surveyed, but not included in the study because 1) they are located
in the shaded area shown in Figure 11-1; 2) no reliable data on
discharge flow was available or; 3) the permit files could not be
located, are shown in Table 11-5.
* Reaches include all tributaries to the main stream described.
		___	SCS ENGINEERS
11-1

-------
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 11-3. Violations
of the ambient water quality criteria are indicated in Table 11-3
by an asterisk, and summarized in Table 11-4. Note that the value
for total hardness used to define the water quality criteria for
beryllium, cadmium, chromium, lead, nickel and zinc was 290 mg/1
(mean total hardness determined from information received from the
Indianapolis, IN Regional IISGS office).
As shown, 30 of the priority pollutants were found to be discharg-
ed in the study area. Draft water quality criteria were available
for 28 of the pollutants, and 15 pollutants were found to violate the
criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at all 3 calculation
points for both low flow conditions and mean flow conditions.
The violations shown in Table 11-4 are summarized as follows:
Number of Violations
Violation Cause
Mean Flow
Low Flow
Industrial only
10
9
Municipal only
16
25
Industrial or Municipal
2
3
Industrial plus Municipal
0
0
Thus, the majority of violations for both mean and low flow conditions
resulted from municipal discharges.
11-2
SCS ENGINEERS

-------
8 7° 30'
LAKE COUNTY
INDIANA
'41'
LAKE MICHIGAN
Orond	fl>\
GARY
LEGEND
9 NPDES MUNICIPAL DISCHARGERS
0 NPDES INDUSTRIAL DISCHARGERS
El TEN (10) INDUSTRIAL DISCHARGERS
A USGS GAGING STATIONS
CALCULATION POINT
SCALE
5 MILES
Figure 11-1. Gary, IN dilution study area.
	m	
SCS ENGINEERS

-------
to
c
-s
0>
I
ro
o
-s
v:
m
z
o
z
m
m
9

c
c+
O
3
(/)
r+
C
Q.
*<
G>
S
n>
0)

o
=r
fD
3
0)
LAKE
CALUMET
LAKE MICHIGAN
REACH
WOLF
REACH
REACH [jJ
REACH 2
LOCATED NEAR
WILLOW CREEK
RIVER
CALUMET
RIVER
LEGEND
BE A VER DAM Dl TCH
[?] REACH NUMBER
©	 CALCULATION POINT

-------
TABLE 11-1. REACH FLOW AND STRUCTURE - GARY, IN
Calculation
Mean Flow
Low Flow+
Primary USGS
Secondary USGS
Reso-
Upstream Reach No.
Point No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
1 2 3
01
133
8


A
X
02
1200
1200


A
X
03
107
107


A
X
* Flow Data Resolution:
A = Flow equal to Nearby Station
+ 7-day 10-year Low Flow

-------
TABLE 11-2. GARY, IN DILUTION STUDY AREA POINT-SOURCE DISCHARGES

NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC Hi

IN-004-361-3
OOl
CHRIS CRAFT IND-MONO-SOL DIV
BURNS D
N01
0
030900
COOLING
JAN -DEC
3079

IN—002—308—6
001
HOBART WSTWTR TRMT PLT
DEEP R
N01
3
910004
PROCESS
JAN -DEC
4952

IN-002-576-3
001
CROWN POINT-CITY OF
MAIN BEAVER DAM D
N01
2
630003
PROCESS
JAN -DEC
4952

IN-004-390-7
001
COMMUNITY UTL OF GARY INC
TURKEY C
N01
0
541001
PROCESS
JAN -DEC
4952

IN-003—223-9
001
SCHERERVILLE HGHTS UTL INC
TURKEY C
N01
0
092B00
PROCESS
JAN -DEC
4952

IN—003—092—9
001
LINCOLN UTILITIES
TR OF TURKEY C
N01
0
054100
PROCESS
JAN -DEC
4752

IN—003—108-9
001
LINCOLN UTILITIES INC
KAISER D
N01
0
712001
PROCESS
JAN -DEC
4952

IN—000—004—3
001
UNION CARBIDE CORP-LINDE DIV
INDIANA HER SHIP CA
N02
0
189000
COOLING
JAN -DEC
2813

IN-000-032-9
002
$
GRAND CALUMET R
N02
12
400020
COOLING
JAN -DEC
2819

IN-000-032-9
003
$
GRAND CALUMET R
N02
0
134000
PROCESS
JAN -DEC
2019

IN-000-032-9
004
%
GRAND CALUMET R
N02
0
033400
BOTH
JAN -DEC
2819

IN-000-032-9
005
t
GRAND CALUMET R
N02
0
005110
PROCESS
JAN -DEC
2819

IN-000-032-9
006
*
GRAND CALUMET R
N02
0
449001
PROCESS
JAN -DEC
2819

IN-000-032-9
007
*
GRAND CALUMET R
N02
0
248000
PROCESS
JAN -DEC
2819

IN-000-032-9
008
%
GRAND CALUMET R
N02
0
232000
PROCESS
JAN -DEC
2819

IN-000-032-9
009
i
GRAND CALUMET R
N02
2
600003
PROCESS
JAN -DEC
2019

IN-000-032-9
010
$
GRAND CALUMET R
N02
0
093600
PROCESS
JAN -DEC
2819

IN-000-032-9
001
DUPONT DE NEMOURS E I CO
GRAND CALUMET R
N02
26
000020
BOTH
JAN -DEC
3819

IN-000 -005-1
001
ENERGY COOPERATIVE INC
LK GEORGE B
N02
7
430007
BOTH
JAN -DEC
291 1

IN-000-015-9
001
CITIES SERVICE OIL CO
GRAND CALUMET R
N02
3
250003
BOTH
JAN -DEC
2911

IN-000-009-4
001
INLAND STEEL CO-IND HARBOR WK
INDIANA HBR CA
N02
0
936001
BOTH
JAN -DEC
3312

IN-000—009—4
002
*
INDIANA HBR CA
N02
302
000100
BOTH
JAN -DEC
3312
B
IN-000-009-4
003
$
INDIANA HBR CA
N02
4
460004
BOTH
JAN -DEC
3312
m
z
IN-000-009-4
004
*
INDIANA HBR CA
N02
8
250003
BOTH
JAN -DEC
33 ir?

-------
TABLE 11-2. (Continued)
NPDES NUMBER
pipe no
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
TYPE
SEASON
;ic e<
8
z
o
z
m
m
a»-
«/>
IN-OOO-
IN-OOO-
IN-OOO-
IN-OOO-
IN-OOO-
IN-OOO-
IN-OOO'
IN-OOO'
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
IN-000
007-4
009-4
009-4
009-4
009-4
009-4
¦009-4
-009-4
-009-4
-009-4
-009-4
-009-4
-020-5
-02Q-1
-028-1
-028-1
-028-1
-028-1
-028—1
-028-1
-028-1
-028-1
-020-1
-030-1
005
006
007
008
011
012
013
014
015
016
017
018
001
001
002
003
004
007
010
015
017
010
019
OJO
«
$
$
s
*
*
$
$
%
$
$
$
YOUNGSTOWN SHEET & TUBE
U S STEEL CORP-GARY WORKS
$
%
%
%
%
%
t
$
INDIANA HBR CA	N02	19 300020	BOTH	JAN -DEC	3312
INDIANA HBR CA	N02	0 223000	PROCESS	JAN -DEC	3312
INDIANA HBR CA	N02	33 400030	BOTH	JAN -DEC	3312
INDIANA HBR CA	N02	46 900040	COOLING	JAN -DEC	3312
INDIANA HBR CA	N02	252 000000	BOTH	JAN -DEC	3312
INDIANA HBR CA	N02	53 700050	BOTH	JAN -DEC	3312
INDIANA HBR CA	N02	179 000000	PROCESS	JAN -DEC	3312
INDIANA HBR CA	N02	179 000000	PROCESS	JAN -DEC	3312
INDIANA HBR CA	N02	34 200030	COOLING	JAN -DEC	3312
INDIANA HBR CA	N02	14 300020	COOLING	JAN -DEC	3312
INDIANA HBR CA	N02	263 000000	BOTH	JAN -DEC	3312
INDIANA HBR CA	N02	233 000000	BOTH	JAN -DEC	3312
INDIANA HBR SHIP CA	N02	671 000000	BOTH	JAN -DEC	3312
X
GRAND CALUMET R	N02	0 139000	PROCESS -	3312
GRAND CALUMET R	N02	65 700060	PROCESS	JAN -DEC	3312
GRAND CALUMET R	N02	0 092800	PROCESS	JAN -DEC	3312
GRAND CALUMET R	N02	0 108000	PROCESS	JAN -DEC	3312
GRAND CALUMET R	N02	23 500020	PROCESS	JAN -DEC	3312
GRAND CALUMET R	N02	5 260006	COOLING	JAN -DEC	3312
GRAND CALUMET R	N02	1 700002	PROCESS	JAN -DEC	3312
GRAND CALUMET R	N02	92 200080	PROCESS	JAN -DEC	3312
GRAND CALUMET R	N02	44 900040	COOLING	JAN -DEC	3312
GRAND CALUMET R	N02	45 600040	COOLING	JAN -DEC	3312
CH AND CALUMET R	N02	131 000000	DOTH	JAN -UI"C	'3J12

-------
TABLE 11-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER
t NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC « 1
IN-000-028-1
021
%
GRAND
CALUMET
R
N02
0
309000
COOLING
JAN
-DEC
3312
IN-000-02S-1
028
%
GRAND
CALUMET
R
N02
40
300040
PROCESS
JAN
-DEC
3312
IN-000-028-1
030
*
GRAND
CALUMET
R
N02
94
400090
PROCESS
JAN
-DEC
3312
IN-000-028—1
032
*
GRAND
CALUMET
R
N02
10
400010
COOLING
JAN
-DEC
3312
IN—000-020-1
033
$
GRANS
CALUMET
R
N02
4
eoooos
COOLING
JAN
-DEC
3312
114-000-028-1
034
$
GRAND
CALUMET
R
N02
40
200030
PROCESS
JAN
-DEC
3312
IN-000-016-7
001
AMERICAN STEEL FOUNDRIES
INDIANA HBR SHIP CA
N02
0
309000
BOTH
JAN
-DEC
3322
IN-002—297-7
001
GARY SANITARY DISTRICT
GRAND
CALUMET
R
N02
69
600060
PROCESS
JAN
-DEC
4952
IN-002-2S2-9
001
EAST CHICAGO S D
GRAND
CALUMET
R
N03
27
800020
PROCESS
JAN
-DEC
4952
IN-002-306-0
001
HAMMOND SANITARY DISTRICT
GRAND
CALUMET
R
N03
65
000070
PROCESS
JAN
-DEC
4952
IN-000-026-4
001
LEVER BROTHERS CO
WOLF LK CH

N04
7
970007
PROCESS
JAN
-DEC
2841
§
m
z
c>
a:
m
m
33
V)

-------
TABLE 11-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR GARY, IN
PRIORITY
POLLUTANT
CALC
POINT 1
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CRITERIA
CALC
POINT 2
CALC
POINT 3
m
z
o
z
m
3D-
(/)
22
ANTIMONY
0
00000
1
57000
0
00000
120
OOOOO


0
00000
1
57000
0
00000


23
ARSENIC
0
35200*
0
34200*
5
12000*
0
02000


5
86000*
0
34200*
5
12000*


25
BERYLLIUM
0
00000
302
00000*
0
00000
0
08710


0
00000
302
00000*
0
00000


26
CADMIUM
0
59700
304
00000*
8
67000*
1
71000


9
93000*
304
00000*
8
67000*


27
CHROMIUM
10
80000
314
00000*
156
00000*
50
OOOOO


179
00000*
314
00000*
156
00000*


28
COPPER
5
97000*
309
00000*
86
70000*
5
73000


99
30000*
309
00000*
86
70000*


29
CYANIDES
1
19000
609
00000*
17
30000*
1
40000


19
90000*
609
00000*
17
30000*


30
LEAD
4
06000
308
00000*
5B
90000*
50
OOOOO


67
50000*
308
00000*
5B
90000*


31
MERCURY
0
04780
304
00000*
0
69400*
0
08000


0
79400*
304
00000*
0
69400*


32
NICKEL
7.
76000
309
00000*
113
00000*
50
OOOOO


129
00000*
309
00000*
113
OOOOO*


33
SELENIUM
0.
11900
0
1 1600
1
73000
9
70000


1
99000
0
11600
1
73000


34
SILVER
1
02000*
305
00000*
14
70000*
0
00900


16
90000*
305
00000*
14
70000*


35
THALLIUM
0.
00000
1
57000
0
OOOOO
4
OOOOO


0
00000
1
57000
0
OOOOO


36
ZINC
14
90000
318
00000*
217
OOOOO*
87
30000


248
00000*
318
00000*
217
OOQOO*


47
DICHLOROMETHANE
0
02990
0
02900
0
43400
2
OOOOO


0
49600
0
02900
0
43400


4e
CHLORODI3R0M0-
0
00956
0
00928
0
13900



METHANE
0
15900
0
00928
0
13900



-------
TABLE 11-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC
POLLUTANT	POINT 1 PDJNT 2 POINT 3	CRITERIA
49
DICHLOROBROHD-
0
03B80
o
03770
0
56400
2
OOOOO

methane
0
64500
0
03770
0
56400

51
TftlCHLDROMETHANE
0
31700
0
30700
4
59000*
2
10000


5
26000*
0
30700
4
59000*


53
TETRACHLORO-
0
08960
0
08700
1
30000
2
60000

METHANE
1
49000
0
08700
1
30000


57
1.2-DICHLORO-
0
01020
0
00986
O
14 700
7
OOOOO

ETHAHE
0
16900
0
00986
0
14700


5S
1. 1- 1-TRICHLORD-
0
06570
0
063B0
0
95400
5300
OOOOO

ETHANE
1
09000
0
063B0
0
95400


59
1.1.2-7RICHLORO-
0
02690
0
02610
0
39000
2
70000

ETHANE
0
44700
o
02610
0
39000


60
1.1.2, 2-TETRA-
0
77600
0
75400
11
30000*
1
80000

CHLOROETHANE
12
90000#
0
75400
11
30000*


73
BENZENE
0
03580
0
03480
0
52000
15
OOOOO


0
59600
0
03480
0
52000


85
ETHYLBENZENE
0
00000
30
20000
0
OOOOO
1100
OOOOO


0
00000
30
20000
0.
aoooo


87
toluene
0
13700
30
40000*
1
99000
17
40000


2
29000
30
40000*
1
99000


90
PHENOL
4
66000
34
80000
67
70000
600
OOOOO


77
50000
34
80000
67
70000


103
DI-N-BUTYL-
0
00000
15
10000*
0
OOOOO
0
00500

phthalate
0
00000
15
10000*
0
OOOOO


104
DI-N-DCTYL-
0
OOOOO
15
10000
0
OOOOO



PHTHALATE
0
00000
15
10000
0
OOOOO


105
BIS(2-ETHYL-
0
OOOOO
6
05000
0
OOOOO
10
OOOOO

HEXYL) PHTHALATE
0
OOOOO
&
05000
0
OOOOO



-------
TABLE 11-4. GARY, IN CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.

No.
Name
1
2
3

23
Arsenic
Mean Flow
M
M
M
Low Flow
I/M
M
M
25
Beryllium
Mean Flow

I

Low Flow

I

26
Cadmium
Mean Flow

I
M
Low Flow
M
I
M
27
Chromium
Mean Flow

I
M
Low Flow
M
I
M
28
Copper
Mean Flow
M
I/M
M
Low Flow
M
I/M
M
29
Cyanides
Mean Flow

I
M
Low Flow
M
I
M
30
Lead
Mean Flow

I
M
Low Flow
M
I
M
31
Mercury
Mean Flow

I
M
Low Flow
M
I
M
32
Nickel
Mean Flow

I
M
Low Flow
M
I
M
34
Silver
Mean Flow
M
I/M
M

Low Flow
I/M
I/M
M
_SCS ENGINEERS

-------
TABLE H-4. (Continued)
Priority Pollutant
Stream Flow
Ca 1 culati on Point _ No..
No.
Name

1
2
3
36
Zinc
Mean Flow

I
M


Low Flow
M
I
M
51
Trichloromethane
Mean Flow


M


Low Flow
M

M
60
1,1,2,2-Tetra-
Mean Flow


M

Chloroethane
Low Flow
M

M
87
Toluene
Mean Flow

I



Low Flow

I

103
Di-N-Butyl-
Mean Flow

I


Phthalate
Low Flow

I

Legend:
I
M
I+M
I/M
-	Indicates criteria exceeded due to industrial discharges
-	Indicates criteria exceeded due to municipal (POTW) discharges
-	Indicates criteria exceeded the combined effect of industrial and municipal discharges
-	Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 11-5.
FACILITIES NOT INCLUDED IN THE
GARY, IN DILUTION STUDY *
NPDES #
FACILITY NAME
IN 0000019++
Union Carbide Corp Chemicals - NPR
IN 0000035**
Union Carbide Corp Gary
IN 0000086+
Mobil Oil Corporation
IN 0000108**
American Oil Company
IN 0000124**
North Ind Pub Serv Co.
IN 0000191+
Vulcan Materials Co-Metallics
IN 0000221**
Commonwealth Edison Co.
IN 0000256++
Gatx E Chicago Pit No.2-NPR
IN 0022527
Cedar Lake Town of
IN 0022811
Dyer Water Dept
IN 0023621**
Lowell Wstwtr Trt Pit
IN 0024457
Schererville Municipal Swg Trmt
IN 0025283
Crown Point Utilities
IN 0025682+
Northern Indiana Public Service Co-Hammond
IN 0029971+
Lincoln Utilities
IN 0031259
Utilities Inc.
IN 0032425
U S S Lead Refinery Inc.
IN 0032549
Blaw-Knox Foundry & Mill Machinery Inc.
IN 0032816++
US Steel Corp-Gary Plt-Amer Bridge Div NPR
IN 0033081
Dalecaria Utl Inc-Lake Dale Fairways
IN 0033103++
Bendix Corp-Automotive Systems-NPR
IN 0033146++
Borg-Warner Corp-Marbon Div-NPR
IN 0033243++
Ashland Oil Inc-Ashland Chem Co.Div-NPR
IN 0033537++
Union Carbide Corp-NPR
IN 0033651++
Highland Sanitary Dist-NPR
IN 0034363++
Keyes Fibre Co-NPR
IN 0034371++
Borg Warner Corp-Marbon Div-NPR
IN 0035483
K A Steel Chemicals Inc-Gary Pit
IN 0035491
Munster Town of
IN 0035548
Merrillville Conservancy District
IN 0036510+
Whittington Utilities Inc.
IN 0037176
Twin Lake Utilities Company
IN 0037591
Highland Sanitary Dist
IN 0037800+
Union Carbide Corp Linde Div
IN 0039331
Dyer Wtr Trmt Pit
IN 0039381
Highland Sanitary District
IN 0040592
Schneider Town of
IN 0044148
Lake George Swg Co
IN 0109737+
White Gary Sales & Service Inc.
Footnotes:
+ Permits not yet issued.
++ No permit required.
** Major Discharger
* Facilities in Lake County, IN not included due to data unavailability or
facility location.
11-13
SCS ENGINEERS

-------
SECTION 12
DAYTON, OHIO DILUTION STUDY
The area initially designated for consideration in this study
included all of Greene and Montgomery Counties, OH. Following review
of the hydrologic features and the location of wastewater dischargers,
the unshaded area shown in Figure 12-1 was selected for further study.
The area selected was approximately 780 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 8 stream
segments, or reaches, were selected (Figure 12-1), as follows:
Reach No.	Descri ption*
1	Great Miami River above Stillwater
River
2	Stillwater River
3	Great Miami River between Stillwater
River and Mad River
4	Mad River
5	Great Miami River between Mad River
and Wolf Creek
6	Wolf Creek
7	Great Miami River below VJolf Creek
8	Little Miami River
As shown in Figure 12-2, 11 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 12-1.
The discharges located on Figure 12-1 are described in Table 12-2.
As shown, a total of 63 discharges from 45 facilities in 21 SIC
categories were included in the study. Facilities located in the
counties surveyed, but not included in the study because 1) they are
located in the shaded are shown in Figure 12-1; 2} no reliable data
on discharge flow was available or; 3) the permit files could not be
located, are shown in Table 12-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 12-3. Violations
of the ambient water quality criteria are indicated in Table 12-3 by
an asterisk, and summarized in Table 12-4. Note that the value for
total hardness used to define the water quality criteria for beryllium,
* Reaches include all tributaries to the main stream described.
		¦			8CS ENGINEERS
12-1

-------
cadmium, chromium, copper, lead, nickel and zinc was 260 mg/1 (mean
total hardness at USGS station number 03271600 on the Great Miami
River from 10/76 to 9/77).
As shown, 45 of the priority pollutants were found to be dis-
charged in the study area. Draft water quality criteria were available
for 42 of the pollutants, and 19 pollutants were found to violate the
criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at all 11 calcula-
tion points for both low flow conditions and mean flow conditions.
The violations shown in Table 12-4 are summarized as follows:
Number of Violations
Violation Cause
Mean Flow
Low Flow
Industrial only
25
31
Municipal only
Industrial or Municipal
Industrial plus Municipal
18
0
3
37
20
12-2
_SCS ENGINEERS

-------
to
c
-S
fD
ro
i
o
QJ
<<
r**
O
c
C+
(/>
rt-
c
a.
<<
&
-s
o
Ot
64° 30'

LEGEND
© NPDES MUNICIPAL DISCHARGERS
B NPDES INDUSTRIAL DISCHARGERS
_ TEN (10) INDUSTRIAL DISCHARGERS
/L USGS GAGING STATIONS
©- CALCULATION POINT
3 MILES
13
84° IS
84*00
MONTGOMERY
gR£EN£ ~qq
A<*/Ab
DAYTON
IjJ.Ui
k
-59^3'
8«,30'
6«°l»
n
Figure 12-1. Dayton, OH dilution study area.
9
C/>

-------
LEGEND
@ CALCULATION POINT
161 REACH NUMBER
S / REACH [7]
REACH [T|
REACH |T]
REACH
cx
REACH
REACH 6
REACH[F]
REACH [7]
N/
10)LOCATED NEAR
CLEAR CREEK
II) LOCATED BELOW THE
^ CONFLUENCE OF
GLADY RUN
Figure 12-2. Dayton, OH dilution study area schematic.
			SCS ENGINEERS
12-4

-------


TABLE 12-1.
REACH FLOW
AND STRUCTURE
- DAYTON
, OH



Calculation
Mean Flow Low Flow+
Primary USGS
Secondard USGS
Reso-


Upstream Reach No.

Point No.
(cfs) (cfs)
Gaging Sta.
Gauging Sta.
1ution*
1
2
3456789 10

01
1060 95



X



02
564 15
03266000

A

X


03
1620 no



X
X


04
1620 110



X
X
X

05
615 131
03270000

A


X

06
2240 241



X
X
X X

07
2240 241



X
X
XXX

08
56 4
03271000

A


X

09
2300 242



X
X
X X X X

10
2300 270
03270500

A
X
X
X X X X X

11
398 22


E


X

* Flow Data
Resolution:







A = Flow Equal to Nearby Station







E = Flow
Estimate from Model; Flow
Unit Area, etc.





+ 7-day 10-year Low Flow






SCS ENGINEERS









-------
TABLE 12-2. DAYTON, OH DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
OH-004-736-B
001
MILES LABORATORIES INC
GREAT MIAMI F

U01
0
341001
COOLING
JAN -DEC
3067
OH-004-736-8
002
*
GREAT MIAMI R

U01
0
015500
OTHER
JAN -DEC
3069
OH-OOO-946-6
001
GENERAL MOTORS CORP-INLAND DI
D TO GREAT MIAMI
R
U01
0
359000
BOTH
JAN -DEC.
3711
0H-000-946-6
002
*
EAST C-GREAT MIAMI R
U01
0
030900
PROCESS
JAN -DEC.
3711
OH-OOO-946-6
003
*
NORTH C TO GREAT
MIA
U01
0
774001
PROCESS
JAN -DEC
3711
0H-000-919-9
002
CHRYSLER CORP. AIRTEKP DIV.
D TO GREAT MIAMI
R
U01
0
480001
COOLING
JAN -DEC
3714
OH-OOO-919-9
003
%
D TO GREAT MIAMI
R
U01
0
727001
COOLING
JAN -DEC.
3714
0H-004-964-6
001
MIAMI CONSERVANCY DIST N
GREAT MIAMI R

U01
11
100010
PROCESS
JAN -DEC
4952
0H-002-790-1
001
VANDALIA SEWER TREATMENT PLT
GREAT MIAMI R

U01
1
390002
PROCESS
JAN -DEC
4952
OH-002-164-4
001
UNION VILLAGE OF
STILLWATER R

U02
1.
550002
PROCESS
JAN -DEC
4952
OH-OOO—982-2
002
STANDARD MOLDING CORPORATION
D-GREAT MIAMI R

U03
0.
015500
COOLING
JAN -DEC
3079
0H-004—896-8
001
DAYTON MFG CO-MINK-DAYTON
D TO MAD R

U04
0.
023200
COOLING
JAN -DEC
3499
OH-OOO—903-2
001
DURION CO INC
D TO MAD R

U04
1
130002
COOLING
JAN -DEC
3561
OH-OOO—941-5
001
FRIQIDAIRE DIVISION. G.M.C.
MAD R

U04
3.
110003
COOLING
JAN -DEC
3585
OH-OOO—941—5
004
*
D TO MAD R

U04
6
450006
COOLING
JAN -DEC
3585
OH-OOO—909-1
001
TRW INC
D TO MAD R

U04
0
340000
COOLINO
JAN -DEC
3621
OH-002-506—2
001
FAIRBORN-CITY OF
MAD R

U04
4
640005
PROCESS
JAN -DEC
4952
QH-000-917-2
001
DAYTON TIRE & RUBBER CO
WOLF C

U06
2.
780003
PROCESS
JAN.-DEC
3011
OH-OOO—917-2
002
*
WOLF C

U06
0
026300
COOLING
JAN -DEC
301 1
0H-004-671-0
001
MID VALLEY PIPE LINE CO
LESLIE RN

U06
0
018600
OTHER
-
3498
OH-OOO-947—4
001
INLAND DIV GMC PLANTS 1 & 2
WOLF C

U06
0.
294000
COOLING
JAN -DEC
3714
0H-000-947-4
003
*
WOLF C

U06
0.
069600
COOLING
JAN. -DEC
3714
OH—000—947—4
004
*
WOLF C

U06
0
0S5700
COOLINO
JAN -DEC
3714
OH-OOO—947-4
005
*
WOLF C

U06
0
201000
COOLINO
JAN -DEC
3714
2
z
ro
m
3D


-------
TABLE 12-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
0H-000-947-4
006
*
WOLF C



U06
0
010800
COOLING
JAN -DEC
3714
OH-OOO-947-4
007
*
WOLF C



U06
0
061900
COOLINC
JAN -DEC
3714
OH-OOO-947-4
008
*
WOLF C



U06
0
217000
COOLING
JAN -DEC
3714
OH-OOO-947-4
010
$
WOLF C



U06
0
186000
COOLING
JAN -DFC
3714
0H-003-11B-6
001
METALLURGICAL SERVICES INC
GREAT
MIAMI
R

U07
0
111000
PROCESS
JAN -DEC
2299
0H-000-937-7
001
BERCSTROM PAPER CO
GREAT
MIAMI
R

U07
12
500020
PROCESS
JAN -DEC
2621
0H-004-532-2
001
WEST CARROLTON PARCHMENT CO
OWL C



U07
0
835001
PROCESS
JAN -DEC
2621
OH-OOO-978-4
001
MIAMI PAPER COMPANY
D TO GREAT
MIAMI
R
U07
3
590004
PROCESS
JAN -DEC
2621
OH-OOO-978-4
008
*
D TO MIAMI
R

U07
0
619001
COOLING
JAN -DEC
2621
OH-004-897-6
001
INTERSTATE FOLDING BOX CO
GREAT
MIAMI
R

U07
0.
541001
PROCESS
JAN -DEC
2651
0H-001-029-4
001
STANDARD REGISTER CO-DAYTON
D TO GREAT
MIAMI
R
U07
0
340000
COOLINC
JAN -DEC
2761
OH-OOO-997-1
001
DAYTON STEEL FOUNDRY
D TO GREAT
MIAMI
R
U07
1
070001
PROCESS
JAN -DEC
3321
0H-000-997-1
002
$
D TO GREAT
MIAMI
R
U07
0
396000
BOTH
JAN -DEC
3321
OH-OOO-997-1
003
»
D TO GREAT
MIAMI
R
U07
0
074300
BOTH
JAN -DEC
3321
OH-OOO-943-1
001
FRIGIDAIRE DIVISION. 0 M C.
GREAT
MIAMI
R

U07
5
340005
PROCESS
JAN -DEC
3631
0H-000-942-3
001
GENERAL MOTORS-FRIGIDAIRE DIV
GREAT
MIAMI
R

U07
11
000010
PROCESS
JAN -DEC
3632
0H-000-924-5
001
DAYTON PWR U LIGHT- F M TAIT
GREAT
MIAMI
R

U07
371
000000
COOLING
JAN -DEC
4911
OH-OOO-924-5
002
*
GREAT
MIAMI
R

U07
3
340004
BOTH
JAN -DEC
491 1
0H-000-926-1
001
DAYTON PWR & LIGHT—MIAMI SBURG
GREAT
MIAMI
R

U07
407. 000100
COOLING
JAN -DEC
4911
0H-000-926-1
002
*
GREAT
MIAMI
R

U07
1.
790002
PROCESS
JAN -DEC
4911
0H-000-926-1
003

GREAT
MIAMI
R

U07
0
08910O
PROCESS
JAN -DEC
4911
0H-002-488—1
001
DAYTON WSTWTR SYS
GREAT
MIAMI
R

U07
93
700080
PROCESS
JAN -DEC
4952
0H-002-661-1
001
MONTGOMERY CO-MORAIN S D
GREAT
MIAMI
R

U07
14.
200020
PROCESS
JAN -DEC
4932
0H-002-663-B
001
MONTGOMERY CNTY—WESTERN
CREAT
MIAMI
R

U07
23
200020
PROCESS
JAN -DEC
4952
o
z
m
m
73
(/)

-------
TABLE 12-2
. (Continued)








NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW 
TYPE
SEASON
SIC (tl

OH-002-660-3
001
MONTGOMERY CNTY COMM
OPPOSSUM C
U07
1.
860002
PROCESS
JAN -DEC.
4952

OH-002-013-3
001
WEST CARROLTON
CREAT MIAMI R
U07
0.
851001
PROCESS
JAN -DEC
4952

OH-002-669-7
001
NEW LEBANON TRMT PLT
L BEAR C
U07
0.
580001
PROCESS
JAN -DEC
4952

OH-002—649—2
001
MIAMISBURG WSTWTR TRMT PLT
GREAT MIAMI R
U07
3
600004
PROCESS
JAN -DEC
4952

OH-OOO-977-6
001
MONSANTO RESEARCH CORP DAYTON
D TO GREAT MIAMI R
U07
0
697001
COOLING
-
7391

OH-OOO-983-1
001
MORRIS BEAN it COMPANY
D TO MASSIES C
U08
0.
061900
PROCESS
JAN -DEC.
3321

0H-004-057-6
001
MORRIS BEAN&CO
D TO MIAMI R
U08
0
116000
BOTH
JAN -DEC.
3361

OH-002—659-0
001
MONTGOMERY CNTY—EASTERN
L BEAVER C
uoa
9.
750009
PROCESS
JAN -DEC
4952

0H-002-538-1
001
GREENE COUNTY COHM-LITTLE MIA
BEAVER C
U0B
3
560004
PROCESS
JAN -DEC
4952

0H-002-820-7
001
XENIA-CITY OF-GLADY RUN
GLADY RN
U08
2
710003
PROCESS
JAN.-DEC
4952

OH-002-819—3
001
XENIA CITY OF-FORD ROAD
L MIAMI R
U08
3.
170003
PROCESS
JAN -DEC
4952

OH-003-645-5
001
GREENE COUNTY COMM ACADEMY
L SUGAR C
U08
0
054100
PROCESS
JAN -DEC.
4952

OH—002—001—0
001
VILLAGE OF CEDARVILLE
MASSIES C
U08
0
619001
PROCESS
JAN -DEC
4952

OH-002-821-5
001
YELLOW SPRING WSTEWTR TRMT
YELLOW SPRINGS C
uoa
2.
320003
PROCESS
JAN -DEC
4952

0H-0C2-286-1
001
BELLBROOK WASTE TRMT PLANT
TR OF L MIAMI R
U08
0
027600
PROCESS
JAN -DEC
4952



s
m
z
o
z
m
m
33
in

-------
TABLE 12-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR DAYTON, OH
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
POLLUTANT
CALC
POINT I
CALC
POINT 2
CALC
POINT 3
CALC
POINT 4
CALC
POINT 3
CALC.
POINT 6
CALC.
POINT 7
CALC
POINT 8
CRITERIA
23
ARSENIC
0 06940*
0. 77400*
0.01620
0. 60800*
0 05110*
0. 75200*
0 05110*
0 75200*
0.04450*
0.20900*
0 04910*
0 45700*
0 04910*
0 45700*
0 OCOOO
0 00000
0
02000
25
BERYLLIUM
0 37900*
4 23000*
0 00000
0 00000
0 24800*
3 66000*
0 24800*
3 66000*
0 00000
0 00000
0. 17900*
1 67000*
0 17900*
1.67000*
0 00000
0 00000
0.
08710
26
CADMIUM
0.47700
5 55000*
0.02740
1.03000
0 33500
4 93000*
0 33500
4 93000*
0 07550
0 35400
0 26300
2 44000*
0 26300
2 44000*
24 90000*
348 00000*
1
55000
27
CHROMIUM
2 49000
27 90000
0 49400
18 60000
1 81000
26.60000
1 81000
26 60000
1. 36000
6 38000
1 68000
15 60000
1.68000
15 60000
0 00000
0 00000
50
OOOOO
28
COPPER
1. 56000
17.40000*
0.27400
10 30000*
1.11000
16 40000*
I. 11000
16 40000*
0 75500
3 54000
1 01000
9.41000*
1. 01000
9.41000*
0 00000
0 00000
5
34000
2?
CYANIDES
0.99400
11.10000*
0 05490
2 06000*
0 66900
9.86000*
0 66900
9 86000*
0.15100
0.70900
0 52600
4. 89000*
0 52600
4.89000*
49 70000*
696 00000*
1
40000
30
LEAD
1.18000
13 20000
0. 18700
7. 01000
0 83700
12 30000
0 83700
12 30000
0 51300
2. 41000
0. 74600
6 93000
0 74600
6.93000
0 OOOOO
0 OOOOO
50
OOOOO
31
MERCURY
0.38900*
4.34000*
0. 00219
0.08250*
0.25500*
3.76000*
0 25500*
3 76000*
0 00604
0. 02830
0.18600*
1.73000*
0	18600*
1	73000*
24 90000*
348. OOOOO*
0
08000
32
NICKEL
1.91000
21.30000
O 35700
13 40000
1 37000
20.20000
1 37000
20 20000
0 9810O
4. 61000
1.26000
11 70000
1.26000
11. 70000
24 90000
348 OOOOO*
50
OOOOO
33
SELENIUM
0.02350
0.26300
0 00549
0 20600
0 01730
0.25500
0. 01730
0. 25500
0 0151O
0 07090
0.01670
0 15500
0.01670
0 15500
24 90000*
348 OOOOO*
9.
70000
34
SILVER
0 19900*
2 23000*
0. 04660*
1.75000*
0 14700*
2 17000*
0. 14700*
2. 17000*
0.12800*
0 60200*
0	14200*
1	32000*
0	14200*
1	32000*
0 OOOOO
0 OOOOO
0
00900
33
THALLIUM
0 00000
0 00000
0 00000
0.00000
0 00000
0 00000
0 00000
0. 00000
0.00000
0.00000
0. 00000
0 00000
0 00000
0 00000
24.90000*
348 OOOOO*
4
OOOOO
36
ZINC
3 32000
37 00000
0.68600
25 8G000
2 41000
35 50000
2 41000
35 50000
1.89000
8 8600O
2 26000
21. 00000
2. 26000
21 00000
24. 90000
348 OOOOO*
81.
, 10000
46
CHLOROMETHANE
0. 07590
0. B4700
0. 00000
0.00000
0.04970
0.73100
0 04970
0 73100
0 00000
0 00000
0 03590
0 33400
0. 03590
0 33400
0 OOOOO
0 OOOOO
2
OOOOO
47
DICHLOROMETHANE
0. 08180
0.91200
0 00137
0.05160
0.05390
0.79500
0.05390
0 79500
0. 00377
0 01770
0.04010
0. 37200
0 04010
0 3720O
0 OOOOO
0 OOOOO
2
OOOOO
48
CHLORODIDROMO-
METHANE
0 00188
0. 02100
0. 00044
0. 01650
0. 00130
0.02040
0.00138
0.02040
0 0O121
0.00567
0 00133
0 01240
0. O0133
0 01240
0 OOOOO
0 OOOOO



-------
TABLE 12-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC	CALC.	CALC	CALC.	CALC	CALC
POLLUTANT	POINT I POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT B	CRITERIA
49
DICKL0RQ3R0M0-
0 00765
0 00178
0 00562
0
00362'
0 00491
0
00541
0 D054L
0
OOOOO
2 OOOOO

METHANE
0 OB530
0 06700
0 03280
0
OB2BO
0. 02300
0
05030
0.05O30
0
000 CO

51
TFMCHLOROMETHAfJE
0.06230
0. 01150
0 04590
0.
04590
0. C4000
0.
04410
O C4410
0
OOOOO
2 10000


C 69630
0 547 OO
0. 67500
0
67500
O. 13300
0.
41000
o. 4aooo
0
OOOOO

55
TETT?ACHL0F!O~
0 0174(7
O 0C411
0 CI 390
0
O1290
O. 01130
0
01250
O. 01350
c
oooco
2 taooo

METHANE
O 19700
0 155D0
0 19100
o
i*mc>
•a 0^310
0
lifcco
O l^fcOQ
0
OOOOO

57
1,2-DICHL0R0-
0 00200
0 C0047
0. 00147
0
00147
0 0012£3
0
00142
0 00142
o
OOOOO
7. OOOOO

ethane
0. 02230
0 01750
0. 02170
0
02170
0 00602
0
01320
0 01320
0
OOOOO

¦58
1,1. 1-TRICK-QRC-
0.01290
0.00302
0 0Q952
0
00953
0 00030
0
00916
0. 00916
0
OOOOO
5300. OOOOO

ETHAKE
O 14403
0 11300
0 14000
0
14000
0. 03390
o
0E52O
0. 00530
0
OOOOO

59
1, 1.2-TRICHLCRO-
0 CO 52 9
0 00123
0. 00389
0
O0389
O 00340
o
OQ375
0.00375
0
OOOOO
S 70000

ETHANE
0 05910
0. 04640
0 05730
0
05730
0 01590
0
034 SO
0. 03430
0
OOOOO

60
1, 1.2, 2-TETRA-
0 15300
0. 03570
0» 11200
0
1 1200
0 09B10
0
10800
0. iOGOO
0
OOOOO
1 BOOOO

CHLOROETHANE
I. 71000
t. 34000
I. 66000
1
66000
0. 46100
1.
01000
1 01000
0
OOOOO

78
BENZENE
0. 04500
0. 00165
0 03000
0.
03000
0. 00453
0
02290
0.02290
0
OOOOO
15 OOOOO


0 50200
0 06190
0. 44200
0.
44200
0. 02130
o
21300
0.21300
0
OOOOO

8 7
TOLUENE
0. OA 500
0. 00631
0. 04470
0.
04470
0. 01740
0
03710
0 03710
0
OOOOO
17. 40000


0. 72500
0 237O0
O 65900
0
65900
0. OBI 50
0.
34500
0 34500
0
OOOOO

90
PHENOL
0 91 BOO
0. 21400
0. 67500
0,
67500
0. 53900
0
64900
0. 64900
0
OOOOO
600 OOOOO


10 2COQQ
B. Q4QOO

9
*54000
Z.7&Q00
6
04000
6.QAOOO
0.
.OOOOO

94
PENTACHLORO-
0. 00000
0. OOOOO
0 OOOOO
0
OOOOO
0. OOOOO
0
OOOOO
O. OOOOO
0
49700
6 20000

PHENOL
0. ooooo
0. OOOOO
0. OOOOO
0.
OOOOO
O OOOOO
0.
OOOOO
0 OOOOO
6
96000*

s
m

-------
TABLE 12-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC


POLLUTANT
POINT 9
POINT 10
POINT 11
CRITERIA
22
ANTIMONY
0.
00000
0
40900
0
00000
120 00000


0
00000
3
49000
0
00000

23
ARSENIC
0
04790*
4.
49000*
0
32900*
0.02000


0
45500*
38
30000*
5
95000*

25
EERYLLIUM
0
17500*
0
81700*
0
07780
0 08710


1
66000»
6.
96000*
1
41000*

26
CADMIUM
0
86100
5
81000*
0.
63600
1 55000


8.
19000*
49.
50000*
11
50000*

27
CHROMIUM
1
63000
20
30000
10.
10000
50 00000


15
50000
173
00000*
183
00000*

28
COPPER
0.
98600
14
90000*
5
66000*
5 34000


9.
37000*
127
00000*
102
00000*

29
CYANIDES
1
72000*
3
44000*
1
27000
1 40000


16
40000*
29
30000*
22
90000*

30
LEAD
0.
72600
9
02000
3.
87000
50.00000


6
90000
76
90000*
70
00000*

31
MERCURY
0
78700*
1
24000*
0
04460
0 08000


7
48000*
10
60000*
0
80700*

32
NICKEL
1
83000
17
50000
7
33000
50. 00000


17
40000
149
00000*
133
00000*

33
SELENIUM
0
62200
4.
84000
0
11200
9 70000


5
91000
41
20000*
2
02000

34
SILVER
0
13800*
5
28000*
0
94B00*
0.00900


1
31000*
44
90000*
17
20000*

33
THALLIUM
0
60500
0
60500
0
00000
4 00000


5
75000*
5
16000*
0
00000

36
ZINC
2
81000
25
30000
14
00000
81.10000


26
70000
216.
00000*
254
00000*

46
CHLOROMETHANE
0
03490
0
03490
0.
00000
2 00000


0
33200
0
29800
0
00000

47
DICHLOROMETHANE
0.
03900
0.
17400
0
02790
2 00000


0
37100
1.
49000
0
50500

Z
m
m
ao
CO

-------
TABLE 12-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORI TV	CALC	CALC.	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11	CRITERIA
48
CHLORODI8ROMO—
0
O013O
0.
09280
O
00893


METHANE
0.
01230
0
79100
o.
16100

49
DICHLOROBROMO-
0.
00527
0.
12600
0.
03630
2. OOOOO

METHANE
0.
05010
1.
07000
0
65600

50
TRIBROMOMETHANE
0
00000
0
O4090
0
OOOOO
3 OOOOO


0
00000
0
34900
0,
OOOOO

51
TRICHLOROMETHANE
0.
04290
1
ISOOO
0
29600
2 10000


0
40900
10
10000»
5.
35000*

52
TETRACHLORO-
0
01220
0.
10200
0
OB370
2 60000

HETHAME
0
11600
0
87100
1.
51000

57
1,2-DICHLORO-
o.
00133
0
01160
0
00948
7.OOOOO

ETHANE
0
01310
o
09070
0.
17200

5B
1, 1, 1-TRICHLORO-
0
00892
0
07490
0
06140
5300 OOOOO

ETHANE
0.
08-180
0
63900
1
11000

59
1> 1•2-TRICHLORO—
0
00365
0
05420
0
02510
2 70000

ETHANE
0
03470
0
46200
0
45400

£0
1, 1. 2, 2-TETRA-
0.
10500
0
B9800
0.
72500
1. SOOOO

CHLORQETHANE
1
00000
7.
65000*
13
10000*

65
TRICHLOROETHENE
o
00000
0
02840
0
OOOOO
21. OOOOO


0
00000
0
24200
o.
OOOOO

66
TETRACHLORO-
0.
OOOOO
0
01130
o
OOOOO
2 OOOOO

ETHENE
0
OOOOO
0.
10000
0
OOOOO

78
BENZENE
0
02240
0
49100
0.
04130
15.OOOOO


0.
21200
4
1EOOO
0.
74600

80
1.2-DICHL0R0-
0
OOOOO
0
04090
0
OOOOO
44 OOOOO

BENZEN'E
0
OOOOO
0
34900
0
OOOOO

81
1,3-DICHLORD-
0.
OOOOO
0.
04090
0
OOOOO
230 OOOOO

BENZENE
0.
OOOOO
0.
34900
0.
OOOOO

82
1,4-DICHL0R0-
0.
OOOOO
0
02050
0
OOOOO
190. OOOOO

BEN7ENE
0.
OOOOO
0.
17400
0
OOOOO

03
1. 2. 4-TRICHL0R0-
0.
OOOOO
0
0001S
0
OOOOO
13 OOOOO

BENZENE
0
OOOOO
0
00413
0
OOOOO


-------
TABLE 12-3. (Continued)
AVERACE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC.
CALC


POLLUTANT
POINT 9
POINT 10
POINT 11
CRITEfllA
85
ETHYLBENZENE
0 OOOOO
0
00242
0 OOOOO
1100. OOOOO


0 OOOOO
0
02060
0 OOOOO

87
TOLUENE
0.03610
0.
60700
0. 13600
17.40000


0 34400
5.
17000
2. 46000

90
PHENOL
0.63300
5
75000
4 36000
600 OOOOO


6 01000
4a
90000
78 90000

93
2. 4,6-TRICHLORO-
0. OOOOO
0
02050
0 OOOOO
52. OOOOO

PHENQL
0 OOOOO
0.
17400
0 OOOOO

94
PENTACHLORO-
O. 01210
0
08580
0. OOOOO
6. 20000

PHENOL
0 11500
0.
73100
0. OOOOO

99
PARA-CHLORO-
0.OOOOO
0
02330
0 00778
9.70000

META-CRESOL
0.OOOOO
0.
19800
0 14100

too
4,6-DINITRO-
0 OOOOO
0
01160
0. 00389
12. 80000

ORTHO-CRESOL
0 OOOOO
0.
09910
0 07030

101
DIMETHYL-
0.OOOOO
0
17700»
0. OOOOO
0.16000

PHTHALATE
0.OOOOO
1.
51000*-
0. OOOOO

102
DIETHYL-
0 OOOOO
0
17700»
0. OOOOO
0 06000

PHTHALATE
0 OOOOO
1.
51000»
0 OOOOO

103
DI-N-BUTYL-
0 OOOOO
0
19800*
0.OOOOO
0 00500

PHTHALATE
0 OOOOO
1
69000*
0. OOOOO

104
DI-N-OCTYL-
0 OOOOO
0
17700
0 OOOOO


PHTHALATE
0 OOOOO
1
51000
0. OOOOO

105
BIS(2-ETHYL-
0 OOOOO
0
07140
0. OOOOO
10. OOOOO

HEXYL) PHTHALATE
0 OOOOO
0
60900
0. OOOOO

206 BUTYL BENZYL-
PHTHALATG
O OOOOO
O.OOOOO
0 03550
0. 30200
0 OOOOO
0 OOOOO

-------
TABLE 12-4. DAYTON, OH CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
11
23
Arsenic
Mean Flow
M

M
M
M
M
M

M
I/M
M


Low Flow
M
M
M
M
M
M
M

M
I/M
M
25
Beryllium
Mean Flow
I

I
I

I
I

I
I



Low Flow
I

I
I

I
I

I
I
I
V.6
Cadmi um
Mean Flow







I

1

Low Flow
I

I
I

I
I
I
I
I/M
M
27
Chromium
Mean Flow













Low Flow









I/M
M
28
Copper
Mean Flow









I/M
M

Low Flow
M
M
M
M

M
M

M
I/M
M
29
Cyanides
Mean Flow







I
I
I


Low Flow
I/M
M
I/M
I/M

I/M
I/M
I
I/M
I/M
I/M
30
Lead
Mean Flow













Low Flow









I/M
M
31
Mercury
Mean Flow
I

I
I

I
I
I
I
I


Low Flow
I/M
M
I/M
I/M

I
I
I
I
7/M
M
32
Nickel
Mean Flow













Low Flow







I

I/M
M

-------
TABLE 12-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No. Name
1
2
3
4
5
6
7
8
9
10
11
33 Selenium
Mean Flow







I



Low Flow







I

I

34 Silver
Mean Flow
M
M
M
M
M
M
M

M
I/M
M
Low Flow
M
M
M
M
M
M
M

M
I/M
I/M
35 Thallium
Mean Flow







I



Low Flow







I
I
I

36 Zinc
Mean Flow











Low Flow







I

M
M
51 Trichloromethane
Mean Flow











Low Flow









I/M
M
1,1,2- Tetra-
60 Chloroethane
Mean Flow











Low Flow









M
M
94 Pentachloro-Phenol
Mean Flow











Low Flow







I



101 Dimethyl-Phthalate
Mean Flow









I

Low Flow









I

102 Diethyl-Phthalate
Mean Flow









I

Low Flow









I


-------
TABLE 12-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No. Name
1
2
3
4
5
6
7
8
9
10
11
103 Di-N-Butyl-Phthalate
Mean Flow









I

Low Flow









I


























Legend:
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.
8
t/i
m
z
o
z
m
m
2)
c/>

-------
TABLE 12-5. FACILITIES MOT INCLUDED IN THE
DAYTON, OH DILUTION STUDY*

NPDES #
FACILITY NAME
OH
0006238
Dayton Portsmouth Foundry
OH
0009105+
TRW Inc-Globe Ind. Div.
OH
0009229
Dayton Power & Light Co.
OH
0009318
B.F. Goodrich Company
OH
0009504+
St. Regis Paper Company
OH
0009521+
Delco Morraine Division
OH
0009792
AMF Electrosystems Div.
OH
0009814
Stolle Corp
OH
0010316++
Standard Res iter Co.
OH
0020605
Brookville Village of
OH
0020770+
Farmersvilie Village of
OH
0022306
Phillipsburg i Village of
OH
0022551+
Germantown SWG TRMT PLT
OH
0025011
Englewood City of
OH
0025275**
Miami Conservancy Dist-Franklin
OH
0025879+
Jamestown SWG TRMT PLT
OH
0026620*
Montgomery Co.
OH
0028967
Bendix Corp-Automation and Measurement Div.
OH
0029971+
Cedarville Village of
OH
0031461
Carboline Co. Sub of Moran Point Co.
OH
0036447
Greene County-Winterhaven Wstwtr TRMT PLT
OH
0036463+
Greene County-Beaver Creek Wstwtr TRMT PLT
OH
0036978
Montgomery CNTY Comm-GR Northridge SWR Dist.
OH
0040592
Greene CNTY Corn-Sugar Creek
OH
0044725++
TRW Inc-Globe Motor Div-NPR
OH
0044784++
TRW Inc-Globe Motor Div-NPR
OH
0044792++
TRW Inc-Globe Motor Div-NPR
OH
0045063++
Oxford Engraving-NPR
OH
0046108++
Allied Chemical Corp-Paving Dept-NPR
OH
0046167++
Xenia Wastewater TRMT PLT-NPR
OH
0046299++
Defense Electronics Supply Center-NPR
OH
0046515
Dayton Power & Light Co. Longworth
OH
0046752
Jamestown Waterworks
OH
0047147++
Ledex Inc-Dayton NPR
OH
0047708++
TRW Inc-Globe Motor Div-NPR
OH
0047716++
TRW Inc-Globe Motor Div-NPR
OH
0047911++
Centerville Village of-NPR
OH
0049611
Clayton Village of
OH
0050890+
Brookside Village of-Belmont County SWR Authirl
OH
0050997++
NDM Corp Ohio Sealer Div-NPR
Footnotes:
+ Permits not yet issued.
++ No permit required.
** Major discharger.
* Facilities in Greene and Montgomery Counties, OH not included due to data
unavailability or facility location.
SCS ENGINEERS
12-17

-------
SECTION 13
MIDLAND/SAGINAW, MICHIGAN DILUTION STUDY
The area initially designated for consideration in this study
included all of Midland and Saginaw Counties, MI. Following review
of the hydrologic features and the location of wastewater dischargers,
the unshaded area shown in Figure 13-1 was selected for further study.
The area selected was approximately 1300 square miles in size.
Based on the available data on stream flow characteristics and
the distribution of wastewater dischargers in the study area, 5 stream
segments, or reaches, were selected (Figure 13-1), as follows:
Reach No.	Descri ption*
1	Shiawassee River above Cass River
2	Cass River
3	Shiawassee River between Cass River
and Tittabawassee River
4	Tittabawassee River
5	Saginaw River between Tittabawassee
River and Cheboyganing Creek
As shown in Figure 13-2, 7 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 13-1.
The discharges located on Figure 13-1 are described in Table 13-2.
As shown, a total of 22 discharges from 12 facilities in 6 SIC categories
were included in the study. Facilities located in the counties surveyed,
but not included in the study because 1) they are located in the shaded
area shown in Figure 13-1; 2) no reliable data on discharge flow was
available or; 3) the permit files could not be located, are shown in
Table 13-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 13-3. Violations
of the ambient water quality criteria are indicated in Table 13-3 by
an asterisk, and summarized in Table 13-4. Note that the value for
total hardness used to define the water quality criteria for beryllium,
cadmium, chromium, copper, lead, nickel and zinc was 280 mg/1 (mean !
total hardness at USGS station number 04157000 on the Saginaw River
from 10/76 to 9/77).
As shown, 26 of the priority pollutants were found to be dis-
charged in the study ares. Draft water quality criteria were available
* Reaches include all tributaries to the main stream described.
			SCS ENGINEERS
13-1

-------
for 25 of the pollutants, and 3 pollutants were found to violate the
criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at 6 of 7 calculation
points for both low flow conditions and mean flow conditions except at
No. 1 where violations only occurred during low flow conditions.
The violations shown in Table 13-4 are summarized as follows:
Number of violations
Violation Cause
Mean Flow
Low Flow
Industrial only
1
1
Municipal only
10
22
Industrial or Municipal
0
2
Industrial plus Municipal
0
0
Thus, the majority of violations for both mean and low flow conditions
resulted from municipal discharges.
13-2
SCS ENGINEERS

-------
LEGEND
O spoes vumcjpal discharge as
o SP0£5 WCcSTRIAL OlSCHANGERS
~ ~EN (10) INDUSTRIAL DISCHARGERS
~ USSS GAGING STATIONS
0- CALCULATION POINT
MIDLAND CO
MIDLA
MIDLAND CO
SA&NAW CO
SAGINAW
/
J;
Figure 13-1. Midland/Saginaw, MI dilution study area.
13-3
SCS ENGINEERS

-------
SAGINAW
BAY
LOCATED AT
CHEBOYGANIN6 CREEK
REACH
GH
REACH
REACH
LEGEND
©CALCULATION POINT
QT| REACH NUMBER
Figure 13-2. Midland/Saginaw, MI dilution study area schematic.
—	—	—			SCS ENGINEERS
13-4

-------
TABLE 13-1. REACH FLOW AND STRUCTURE - MIDLAND/SAGINAW, MI
Calculation
Mean Flow
Low Flow+
Primary USGS
Secondary USGS
Reso-

Upstream Reach No.
Point No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
1
2
3
4 5
01
1675
217


E
X



02
492
19
04151500

M

X


03
2167
236


E
X
X


04
2167
236


E
X
X
X

05
1741
260
04156000

M



X
06
3908
427


E
X
X
X
X
07
3908
427


E
X
X
X
X X
* Flow Data Resolution:
M = Flov/ Estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, etc.
+ 7-day 10-year Low Flow
g
m
x
5
z
rn
m
x
c/>

-------
NPDFS NUMBER PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW 
1 YPl
"i:ac-.on
¦^u si
MI-002 • 000 —7	001	CHESANING WST WTR TRT PLT
MI-002-244-6	001	BRIDGEPORT TWP W!3T TRMT PLT
MI-002-274-2	001	FRANKENMUTH WSTEWTR TRM'f PLT
M I -000-08.S-8	002	DOW CHEMICAL CO-MI DL AND
MI-000-086-8	005	*
MI-000-0G6-B	012	$
("11-000-001*1-8	014	$
MT-000-0S6-8	015	t
MI—000-086—8	03I	*
M1-002 -479-6	001	CONSUMERS POWER CO-EDENVILL.E
M1-002-377-3	001	SAGINAW TWP SW DIST WASTE
M1-002-358-2	001	MIDLAND
Ml-000-113-7	001	GMC-CHEVROLET METAL CASTINGS
MI-000-113-7	002	*
111-002-249-7	001	BUENA VISTA TWN5HP
MI -002 -5*77-7	001	SAGINAW CITY OF
MI-002-370-1	001	Z1LWAUKEE REGIONAL CENTH<
M1-002-220-4	001	BAY CITY
SHIAWASSEE R	001	O 777001	PROCESS	JAN I .EC
CAS3 R	002	3 090004	PROCLL'/-!	JAN -DEC	-iW
CASS R	Q02	1 100002	PROCESS	JAN - bCC	-"-"v'
TITTACAWAS3EE R	004	7 070007	BOtll	JAN DLC	1
I. INGLE DRAIN TO TITT 0O4	4 6-10000	RUTH	JAN -l>Cf	P: M ^
H TLUME TO TITTAUAWA 0O4	47 600040	COOLING	JAN - r:D.	k'I'l?
Til TABAWASSEE R	Q04	1 210001	COOLING	APR -SP.r	~I'U'
TITTABAWASSEE R	Q04	0 307000	COOLJNG	JAN --DEC	2CM2
TITTABASWASSEE R	Q04	41 200030	BOTH	JAN -PCC	Pf1e
TITTABAWASSEE R	Q04	0 217000	CUOIING	JAN - PEi	'I'-'M
TITTABAWASSEE R	Q04	'J 450003	PROCESS	JAN - DEC	
-------
TABLE 13-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR MIDLAND/SAGINAW, MI
AVERAGE AND LOW FLOW CONCENTRATIONS PER CAl CULA1 ION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CAl C
POLLUTANT	POINT 1 POINT 3 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7
23 ARSENIC
35 DERYLLIUM
26 CADMIUM
27 CHROMIUM
0 00274
0 02110*
0 00000
0 00000
0 00464
0 03580
0 08350
0 64400
0	05120*
1	33000*
0	00000
0	00000
0	08680
2	25000*
1	56000
40	40000
0 01370
0 12600*
0 00000
0 00000
0 02330
0 21400
0 41900
3 85000
0 01370
0 12600*
0 00000
0 00000
0 02330
0 21400
0 41900
3 85000
0 04020*
0 32300*
0 00000
0 00000
0 08180
0	54000
1	47000
9 86000
0 02910*
0 26600*
0 00000
0 00000
0 04930
0 45200
0 £38800
8 13000
0	14 OC'O*
1	36000*
0 29700*
2	72000*
0 51BOO
5 01000*
4 31000
44 10000
28 COPPER
0 04640
0 35800
0 Q6e00
22 50000*
0 23300
2 14000
0 23300
2 14000
0 81000
5 48000
0 49300
4 52000
2 81000
25 70000*
29 CYANIDES
30 LEAD
31 MERCURY
32 NICKEL
33 SELENIUM
34 SILVER
36 ZINC
47 DICHLOROMETHANE
48	CHLORODIBROMO-
METHANE
49	DICIILORODROMO-
METHANE
51 TttlCHLOROMETHANE
0 00927
0 07160
0 03150
0 24300
0 00037
0 00286
0 06030
0 46500
0 00093
0 00716
0 00788
0 06080*
0 11600
0 09500
0 00023
0 00179
0 00007
0 00057
0 00030
0 O0233
0 00246
0 01090
0 17400
4 49000*
O 59000
15 30000
0 00694
0	17700*
1	13000
29 20000
0 01740
0 44900
0 14800*
3 82000*
2	17000
56 20000
0 00434
0 11200
0 00139
0 03570
0 00564
0 146O0
0	04570
1	19000
0 01660
0 42(300
0	15800
1	450O0
0 00186
0 01710
0 30300
2	78000
0 00466
0 04280
0 03960*
0 36400*
0 58200
5 35000
0 00116
0 01070
0 00037
0 0034?
0 00151
O 01390
0 01230
0 11300
0 04660
0 42800
0	15B00
1	45000
0 00186
0 01710
0 30300
2	78000
O 00466
0 04280
0 03960*
0 36400*
0 58200
5 35000
0 00116
0 01070
0 00037
0 00342
0 00151
0 01370
0 01230
0 11300
0	16400
1	09000
0	55600
3	72000
0	00654
0	04380
1	06000
7	12000
0	01640
0	10900
0	13900*
0	93100*
2	04000
13	70000
0	00409
0	02740
0	00131
0	00876
0	00532
0	0J360
0	04330
0	29000
0 09870
0 90300
0 33600
3 07000
0 00395
0 03610
0 64100
5 07000
0 00987
0 09030
0 08390*
0	/6800*
1	23000
11 30000
0 00247
0 02260
0 00079
0 00723
0 00321
0 02940
0 02620
0 23900
1	09000
10 00000*
2	00000
18 30000
0 02010
0 18400*
3	56000
32 60000
0 05020
0 45900
0 42700*
3 91000"
6 57000
60 10000
0 01260
0 11500
0 00402
0 03600
0 Ol630
0 14700
0	13300
1	22000
cr< r i re 1 a
o 02000
0	00710
1	66000
50 00000
5 59000
1	40000
00 00000
o oaooo
t'0 00000
9 70000
0 00700
20000
2	OOOOO
2 OOOOO
2 10000

-------
TABLE 13-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PFR CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 1
CALC
POINT
CALC
POINT 3
CALC
POINT 4
CALC
POINT 5
CALC
POINT 6
CALC
POINT 7
CP tlEH I A
52 TETRACHLORO-
METHANE
0 00070
0 00537
0 01300
0 33700
0 00349
0 03210
0 00347
0 03210
0 01230
0 08210
0 00740
0 06770
0 03770
0 34500
2 60000
57 1,2-DICHL0R0-
ETHANE
O 00000
O 00061
0 0014P
0 03820
0 00040
O 00364
0 00040
0 00364
0 0013?
0 00931
0 00034
O 00768
0 00427
0 03910
7 00000
53 1,1. 1-TRICHLORO-
ETHANE
O 00051
0 00394
0 00955
0 24700
O 00256
O 02350
0 00256
0 02350
0 00899
O 06020
0 00543
O 04970
0 02760
0 2D30O
5300 00000
59 1, 1, 2-TRICHL0R0-
ETHANE
0 00021
0 00161
0 00391
0 10100
O 00105
0 00962
0 00105
0 00962
0 00368
0 02460
O 00222
0 02030
0 01130
0 10300
? 70000
60 1,1,2.2-TETPA-
CHLOROETHANE
0 00603
0 04650
0 11300
2 92000*
0 03030
0 27000
0 03030
0 27800
0 10600
0 71200
0 06410
0 58700
0 32600
2 99000*
1 GOOOO
78 BENZENE
0 00028
0 00215
0 00521
0 13500
0 00140
O 012B0
0 00140
0 01280
O 00491
0 03290
0 00296
0 02710
0 04480
0 40900
15 00000
G7 TOLUENE
0 00107
0 00823
0 01990
0 51700
O 00536
O 04920
0 00536
0 04920
O 01800
O 12600
O 01140
O 10400
0 08740
0 80000
I 7 40000
90 PHENOL
0 03620
0 27900
0 67700
17 50000
0	18200
1	67000
0	ie200
1	67000
0 63800
4 27000
0 38500
3 52000
1 99000
18 20000
600 00000
99 PAPA -CHLORO—
META-CRESOL
0 00000
0 00000
0 00000
0 00000
O 00000
O 00000
0 00000
0 00000
0 00000
O 00000
0 00000
0 00000
0 02970
0 27200
9 70000
100 4, 6—I) IN I TRO-
OP THO-CPESOL
0 00000
0 00000
0 00000
0 00000
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
o ooooo
0 014(30
0 13600
1.-' POOOO
5
m
z
o
z
m
m
3D

-------
TABLE 13-4. MIDLAND/SAGINAW, MI CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow

No.
Name
1
2
3
4
5
6
7
23
Arsenic
Mean Flow

M


M
M
M


Low Flow
M
M
M
M
M
M
M
25
Beryl 1i um
Mean Flow






I

Low Flow






I
26
Cadmium
Mean Flow









Low Flow

M




I/M
28
Copper
Mean Flow







Low Flow

M




M
29
Cyanides
Mean Flow







Low Flow

M




I/M
31
Mercury
Mean Flow







Low Flow

M




M
34
Silver
Mean Flow

M
M
M
M
M
M
Low Flow
M
M
M
M
M
M
M
60
1,1,2,2-Tetra-
Mean Flow








chloroethane
Low Flow

M




M

-------
TABLE 13-4. (Continued)
Legend:
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 13-5. FACILITIES NOT INCLUDED IN THE
MIDLAND/SAGINAW, MI DILUTION STUDY*
NPDES #
FACILITY NAME
MI
0001601++
GM Corp Saginaw - NPR
MI
0001643++
Consumers PWR Co - SAG River - NPR
MI
0002241++
Saginaw Asphalt Paving Co. - NPR
MI
0003514
Continental Can-Midland Pit #7
MI
0020206
Coleman Snty SWR Sys
MI
0021385++
Zilwaukee City of - NPR
MI
0022390
Birch Run Waste Trmt Pit
MI
0022578
Carroll ton Township - Stormwater Overflow


Trmt Pit
MI
0023906
Richmond City of
MI
0024007
St Charles Village of
MI
0024236
Tri-City Airport Comm
MI
0024635
Bloomfield - A1 Mar Subd Swg Trmt Pit
MI
0024678
Merrill Village of
MI
0026913
Thomson Products Inc
MI
0027049++
American Salt Co - NPR
MI
0027065++
Consumers Power - Sanford Dam - NPR
MI
0027324
Severance Tool Ind Inc
MI
0027383
Tittabawassee Township
MI
0029572
Richland Township
Footnotes:
++ No permit required
* Facilities in Midland and Saginaw Counties, MI not included due to data
unavailability or facility location.
13-11
SCS ENGINEERS

-------
SECTION 14
LIMA, OHIO DILUTION STUDY
The area initially designated for consideration	in this study in-
cluded all of Allen County, OH. Following review of	the hydrologic
features and the location of wastewater dischargers,	the unshaded area
shown in Figure 14-1 was selected for further study.	The area selected
was approximately 340 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 4 stream seg-
ments , or reaches, were selected (Figure 14-1), as follows:
Reach No.	Descripti on*
1	Ottawa	River above Little Ottawa
Ri ve r
2	Little	Ottawa River
3	Ottawa	River below Little Ottawa
Ri ver
4	Auglaize River
As shown in Figure 14-2, 5 calculation points were selected as loca-
tions for comparing calculated river concentrations of the priority pollu-
tants with the available ambient water quality criteria. The relation-
ship between reaches and calculation points as well as relevant flow
information is shown in Table 14-1.
The discharges located on Figure 14-1 are described in Table 14-2.
As shown, a total of 20 discharges from 20 facilities in 6 SIC categories
were included in the study. Facilities located in the county surveyed,
but not included in the study because 1) they are located in the shaded
area shown in Figure 14-1; 2) no reliable data on discharge flow was
available or; 3) the permit files could not be located, are shown in
Table 14-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 14-3. Violations
of the ambient water quality criteria are indicated in Table 14-3 by an
asterisk, and summarized in Table 14-4. Note that the value for total
hardness used to define the water quality criteria for cadmium, chromium,
copper, lead, nickel and zinc was 350 mg/1 (mean total hardness at USGS
station number 04187500 on the Ottawa River from 10/76 to 9/77).
As shown, 51 of the priority pollutants were found to be discharged
in the study area. Draft water quality criteria were available for 46
of the pollutants, and 35 pollutants were found to violate the criteria
* Reaches include all tributaries to the main stream described.
SCS ENGINEERS
14-1

-------
in at least one location. Calculated river concentrations exceeded the
criteria for at least one constituent at 4 of 5 calculation points for
both low flow conditions and mean flow conditions except at No. 2 where
no violations occurred.
The violations shown in Table 14-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow	Low Flow
Industrial only	63	78
Municipal only	11	15
Industrial or
Municipal	6	18
Industrial or
Municipal	6	0
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial discharges.
14-2
SCS ENGINEERS

-------
tO
c
-s

3
C
c+
.il
0
3
01
c+
c
Q-
OJ
-5
fD
Q>
84°I5
LEGEND
© NPDES MUNICIPAL DISCHARGERS
NPDES INDUSTRIAL DISCHARGERS
TEN (10) INDUSTRIAL DISCHARGERS
A USGS GAGING STATIONS
0- CALCULATION POINT
5 MILES
hi
40°45


ALLEN
%
8 4° 15
04®OO
Z
o
JO
V)
Figure 14-1. Lima, OH dilution study area

-------
LlI
X
ll.
o
S
<
UJ
CC
I—
CO
z
5
o
o
Q
UJ
t-
<
o
o
3
CC
liJ
*
u.
o
UJ
o
z
UJ
_J
u.
z
o
o

1-

z

o

Q.

z

o

1-

<

_J


X
a
a

<
<
UJ
o
cc

R

o o:
w z
<
o
UJ
AUGLAIZE RIVER
REACH [4]
Figure 14-2.
Lima, OH dilution study area schematic.
		 SCS ENGINEERS
14-4

-------
TABLE 14-1. REACH FLOW AND STRUCTURE - LIMA, OH
Calculation
Mean Flow
Low Flow+
Primary USGS
Secondary USGS
Reso-

Upstream Reach No.
Point No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
1
2
3
4
01
126
35
04187500

A
X



02
12
1


E

X


03
138
35
04187500

M
X
X


04
138
39


M
X
X
X

05
224
6
04186500

M



X
* Flow Data Resolution:
A = Flow Equal to Nearby Station
M = Flow Estimate from Adjacent Station(s)
E = Flow Estimate from Model; Flow Unit Area, etc.
+ 7-day 10-year Low Flow

-------
TABLE 14-2. LIMA, OH DILUTION STUDY AREA POINT-SOURCE DISCHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC <11
OH—000—261—3
001
VISTRON CORPORATION
OTTAWA R

V01
4
330004
BOTH
wJAN -DEC
2B73
OH—000—262—3
001
STANDARD OIL CO OF OHIO-LIMA
OTTAWA R

V01
s
040008
PROCESS
JAN -DEC
291 1
OH—002—606—9
001
LIMA DEPT OF UTILITIES WSTWTR
OTTAWA R

V01
22.000020
PROCESS
JAN -DEC
4952
0H-003-604-8
001
SHARON UTIL INC
OTTAWA R

V01
0.
248000
PROCESS
JAN -DEC
4952
OH-003-731-1
001
ALLEN COUNTY-MARIMOR SCHOOL
OTTAWA R

V01
0
009280
PROCESS
JAN -DEC
4952
OH-003-729-0
001
ALLEN COUNTY-ALLEN ACRES
TR OF OTTAWA
R
V01
0
023200
PROCESS
JAN -DEC
4952
~H-003-732-0
001
ALLEN COUNTY-ALLEN INN WSTWTR
OTTAWA R

vol
0.
032500
PROCESS
JAN -DEC
4952
OH-005-315-5
001
LAFAYETTE VILLAGE OF
HOG C

vol
0
155000
PROCESS
JAN -DEC
4952
OH—000—341—7
001
NATIONAL STANDARD COMPANY
TR TO L OTTAWA R
V02
0
006190
OTHER
JAN -DEC.
3559
OH-OOO-344-1
001
LIMA REGISTER CO
DUG RN

V03
0
102000
BOTH
JAN -DEC
3461
OH—003-737-1
001
ALLEN COUNTY—INDIANBROOK WEST
TR OF OTTAWA
R
V03
0
058800
PROCESS
JAN -DEC
4952
OH—002—385-0
001
ALLEN COUNTY-SHAWNEE #2
OTTAWA R

V03
1
390002
PROCESS
JAN -DEC
4952
0H-003-733-8
001
ALLEN COUNTY-AMERICAN #2 WWTP
DUG RN

V03
1.
240001
PROCESS
JAN -DEC
4952
0H-002-384-1
001
ALLEN COUNTY-AMERICAN-BATH
PIKE RN

V03
0.
928001
PROCESS
JAN -DEC
4952
OH—002-499-6
001
ELIDA VILLAGE OF
OTTAWA R

V03
0
541001
PROCESS
JAN -DEC
4952
OH-000-330-1
001
HAYES-ALBION INC
D TO SIXMILE
C
V04
0
186000
PROCESS
JAN -DEC
3461
OH-OOO-285-2
001
OHIO DECORATIVE PRODUCTS INC
D TO SIXMILE
C
V04
0
124000
PROCESS
JAN -DEC
3471
OH—002-00B-7
001
SPENCERVILLE SWQ TRT PLT
SIX MILE C

V04
0
774001
PROCESS
JAN -DEC.
4952
OH-005-367-8
001
HARROD VILLAGE OF
MANAHAN D

V04
0
155000
PROCESS
JAN -DEC.
4952
OH-003-730-3
001
ALLEN COUNTY-CNTY AIRPORT
TR OF CAMP C

V04
0
006190
PROCESS
JAN -DEC
4952

-------
TABLE 14-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR LIMA, OH
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
CRITERIA
4
BETA-BHC
0
31900*
0
00000
0
29100*
0
29100*
0.OOOOO
0
02800


1
15000*
0
00000
1
15000*
1
03000*
0 OOOOO


22
ANTIMONY
31
90000
0
00000
29
10000
29
10000
0. OOOOO
120
OOOOO


115
00000
0
00000
115
00000
103
00000
0 OOOOO


23
ARSENIC
32
90000*
0.
00000
30
10000*
30
30000*
0 02460*
0
02000


119
00000*
0
00000
119
00000*
107
00000*
0 91900*


26
CADMIUM
1
78000
0
00000
1
63000
1
93000
0 31800
2
01000


6
41000*
0
00000
6
41000*
6
82000*
11 90000*


27
CHROMIUM
63
90000*
0
00000
58
40000*
63
80000*
1 03000
50
OOOOO


230
00000*
0
00000
230
00000*
226
00000*
38 30000


28
COPPER
17
80000*
0
00000
16
30000*
19
30000*
0 69300
6
47000


64
10000*
0
00000
64
10000*
68
20000*
25 90000*


29
CYANIDES
3
56000*
0
00000
3
25000*
3
85000*
0 63600
1
40000


12
80000*
0
00000
12
80000*
13
60000*
23 70000*


30
LEAD
44
00000
0
00000
40
20000
42
30000
0 28400
50
OOOOO


159
00000*
0
00000
159
00000*
149
OOOOO*
10 60000


31
MERCURY
32
10000*
0
00000
29
30000*
29
30000*
0 00334
0
oaooo


115
00000*
0
00000
115
00000*
104
OOOOO*
0 12500*


32
NICKEL
55
10000*
0
00000
50
30000*
54
20000*
0 81900
50
OOOOO


190
00000*
0
00000
198
00000*
192
OOOOO*
30 60000


33
SELENIUM
32
30000*
0
00000
29
50000*
29
50000*
0 00834
9
70000


116
00000*
0
00000
116
00000*
104
OOOOO*
0 31100


34
SILVER
3
03000*
0
00000
2
76000*
3
28000*
0 07090*
0
00900


10
90000*
0
00000
10
90000*
11
60000*
2 65000*


36
ZINC
76
40000
0.
00000
69
80000
77
30000
1 32000
98
90000


275
00000*
0
00000
275
00000*
274
OOOOO*
49 30000


37
PCB-1016
0
06380*
0
00000
0.
.05930*
0
05830*
0.OOOOO
0
00020


0
22900*
0
00000
0
22900*
0
20600*
0 OOOOO


38
PCB-1221
0
06300*
0
00000
0
05830*
0
05830*
0 OOOOO
0
00020


0
22900*
0
00000
0
2270O *
0
20600*
0 OOOOO


39
PCD-1232
0
06380*
0
00000
0
05830*
0
05830*
0 OOOOO
0
00020


0
22900*
0
00000
0
22900*
0
20600*
0 OOOOO



-------
TABLE 14-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC.
CALC
CALC.
CALC.



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
CRITER IA
40
PCB-1242
0 06380*
0. 00000
0.
05830*
0
05B30*
0.00000
0
00020


0. 22900*
0 00000
0.
22900*
0
20600*
0. 00000


41
PCB-1248
0 06380*
0 00000
0
05830*
0
05830*
0.00000
0
00020


0 22900*
0 00000
0
22900*
0
20600*
0 ooooo


42
PCB-1254
0 06380*
0 00000
0
05830*
0
05830*
o ooooo
0
00020


0 22900*
0 00000
o
22900*
0
20600*
o ooooo


43
PCB-1260
0.06380*
0 00000
0
05830*
0
05830*
0. ooooo
0.
00020


0 22900*
0 00000
0
22900*
0.
20600*
0 ooooo


47
DICHLOROMETHANE
6 47000*
0 00000
5
91000*
5
93000*
0. 00209
2
OOOOO


23 30000*
0 00000
23
30000*
20.
90000*
0 07790


48
CHLORODIBROMO-
6 41000
0.00000
5
86000
5
86000
0 00067



METHANE
23 10000
0 00000
23
10000
20
70000
0 02490


49
DICHLOROBROMO-
6.50000*
0 00000
5
93000*
5
95000*
0.00271
2
OOOOO

METHANE
23 40000*
0 00000
23
40000*
21
10000*
0. 10100


50
TRIBROMOMETHANE
3 19000*
0 00000
2.
91000*
2.
91000*
0 OOOOO
2
OOOOO


11 50000*
0 00000
11
50000*
10
30000*
0.OOOOO


51
TRICHLOROMETHANE
7 33000*
0. 00000
6.
69000*
6
85000*
0 02210
2
10000


26 40000*
0 00000
26
40000*
24
20000*
0. 82500


52
TETRACHLORO-
3 46000*
0 00000
3
16000*
3
20000*
0 00626
2
60000

METHANE
12 50000*
0 00000
12.
50000*
11
30000*
0. 23400


56
1.1-DICHLORO-
6 38000
0 00000
5
83000
5
83000
0 OOOOO



ETHANE
22 90000
0. 00000
22. 90000
20
60000
0 OOOOO


57
1.2-DICHL0R0-
6 41000
0.00000
5
86000
5
86000
0 00071
7
ooooo

ETHANE
23 10000*
0 00000
23.
10000*
20
70000*
0 02650


58
1. 1, 1-TRICHLORO-
0 19600
0 00000
0
17900
O
2120O
0.00459
5300
ooooo

ETHANE
0 70500
0 00000
0
70500
O
75000
0 17100


59
1.1,2-TRICHLORO-
6 46000*
0 00000
5.
90000*
5
92000*
0.00188
2
70000

ETHANE
23 30000*
0 00000
23.
30000*
20.
.90000*
0 07010


60
1,1,2. 2-TETRA-
5. 51000*
0. 00000
5
03000*
5
42000*
0 05420
1
.80000

CHLOROETHANE
19 80000*
0 00000
19
80000*
19
.20000*
2 02000*


63
1,1-DICHLORO-
6 38000*
0 00000
5
83000*
5
83000*
0 OOOOO
1
30000

ETHENE
22 90000*
0 00000
22
90000*
20
60000*
0 00000*



-------
TABLE 14-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC	CALC	CALC.
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5	CRITERIA
64
TRANS-DICHLORO-
6
38000
0
00000
5
03000
5.
83000
0.
ooooo
620
OOOOO

ETHENE
22
90000
0
00000
22
90000
20
60000
0
ooooo


65
TRICHLOROETHENE
6
38000
0
00000
5
83000
5
83000
0
ooooo
21.
OOOOO


22
90000*
0.
00000
22
90000*
20
60000
0
ooooo


66
TETRACHLORO-
3
19000*
0
00000
2
91000*
2
91000*
0
ooooo
2
OOOOO

ETHENE
11.
50000*
0
00000
11
50000*
10
30000*
0
ooooo


70
HEXACHLOROCYCLO-
0.
00000
0
00000
0
OOOOO
0.
OOOOO
0
00553
0
39000

PENTADIENE
0
00000
0
00000
0
OOOOO
0
OOOOO
0
206O0


78
BENZENE
3
29000
0
00000
3
01000
3.
03000
0
00250
15
OOOOO


11
90000
0
00000
11
90000
lO
70000
0
09340


79
CHLOROEENZENE
3
19000
0
00000
2
91000
2
91000
0
OOOOO
20
OOOOO


11
50000
0
00000
11
50000
lO
30000
0.
OOOOO


55
ETHYLBENZENE
3
19000
0
00000
2
91000
2
91000
0
OOOOO
1100
OOOOO


11
50000
0
ooooo
11
50000
10
30000
o
OOOOO


87
TOLUENE
3
60000
0
00000
3
29000
3
36000
0.
03720
17
40000


12
90000
0
ooooo
12
90000
11
90000
1
39000


90
PHENOL
17
10000
0
ooooo
15.
60000
17
90000
o
32500
600
OOOOO


61
50000
0
ooooo
61
50000
63
50000
12
10000


92
2.4-DICHL0R0-
3
19000*
0
ooooo
n
c.
91000*
2
91000*
0
OOOOO
0
40000

PHENOL
11
50000*
0
ooooo
u
50000*
10
30000*
0
OOOOO


98
2,4-DIMETHYL-
3
19000
0
ooooo
2
91000
2
91000
0
OOOOO
9
70000

PHENOL
11
50000*
0
ooooo
11
50000*
10
30000*
0
OOOOO


99
PARA-CHLORO-
3
19000
0
ooooo
2
91000
2
91000
0
OOOOO
9
70000

META-CRESOL
11
50000*
0
ooooo
11
50000*
10
30000*
0
OOOOO


103
DI-N-BUTYL-
1
59000*
0
ooooo
1
46000*
1
46000*
0
OOOOO
0
00500

PHTHALATE
5.
75000*
0
ooooo
5
75000*
5
16000*
0
OOOOO


105
B IS (2-ETHYL-
0
63800
0
ooooo
0
58300
0
58300
0
00553
10
OOOOO

HEXYL) PHTHALATE
2
29000
0
ooooo
2
29000
2
06000
0
20600


109 ANTHRACENE
0 63800
2 29000
O 00000
0 00000
O 58300
2 29000
0 5B300
2 06000
0 00000
0 00000
m
z
5
x
m
m
D
lit BENZO (A1 PYRENE
0 06300*
0.22900*
0 00000
0. 00000
0 05930*
0 22900*
0 05830*
0 20600*
0 00000
0.00000'
0 02400

-------
TABLE 14-3. (Continued)
PRIORITY
POLLUTANT
115 CHRYSENE
120 NAPHTHALENE
122 PYRENE
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CALC	CALC	CALC	CALC	CALC
POINT 1 POINT 2 POINT 3 POINT 4 POINT 5	CRITERIA
0	06380
0	22900
3	19000
11	50000
0	06380
0	22900
O 00000
0.00000
0 00000
0 00000
0 00000
0 00000
0 05830
0.22900
2 91000
11 50000
0 05830
0.22900
0	05830
0	20600
2	91000
10	30000
0 05830
0 20600
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
143 00000

-------
TABLE 14-4. LIMA, OH CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation
Point Mo.
No.
Name
1
2
3
4
5
4
/ -BHC
Mean Flow
I

I
I


Low Flow
I

I
I

23
Arsenic
Mean Flow
I/M

I/M
I/M
M


Low Flow
I/M

I/M
I/M
M
26
Cadmi um
Mean Flow







Low Flow
M

M
M
I
27
Chromium
Mean Flow
I+M

I+M
I+M



Low Flow
I/M

I/M
I/M

28
Copper
Mean Flow
M

M
M



Low Flow
M

M
M
I/M
29
Cyanides
Mean Flow
M

M
M

Low Flow
M

M
M
I/M
30
Lead
Mean Flow







Low Flow
I

I
I

31
Mercury
Mean Flow
I/M

I/M
I/M

Low Flow
I/M

I/M
I/M
M
32
Nickel
Mean Flow
I+M

I+M
I+M

Low Flow
I/M

I/M
I/M


-------
TABLE 14-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No. Name
1
2
3
4
5
33 Selenium
Mean Flow
I

I
I

Low Flow
I

I
I

34 Silver
Mean Flow
M

M

M
Low Flow
M

M
M
M
36 Zinc
Mean Flow





Low Flow
I/M

I/M
I/M

37 PCB-1016
Mean Flow
I

I
I

Low Flow
I

I
I

38 PCB-1221
Mean Flow
I

I
I

Low Flow
I

I
I

39 PCB-1232
Mean Flow
I

I
I

Low Flow
I

I
I

40 PCB-1242
Mean Flow
I

I
I

Low Flow
I

I
I

41 PCB-1248
Mean Flow
I

I
I

Low Flow
I

I
I

42 PCB-1254
Mean Flow
I

I
I

Low Flow
I

I
I

m
j)

-------
TABLE 14-4. (Continued)
Priority Pollutant
Stream Flow
Calculation
Point
No.
No.
Name
1
2
3
4
5
43
PCB-1260
Mean Flow
I

I
I

Low Flow
I

I
I

47
Dichloromethane
Mean Flow
I

I
I



Low Flow
I

I
I

49
Dichlorobromo-
Mean Flow
I

I
I


inethane
Low Flow
I

I
I

50
Tribromomethane
Mean Flow
I

I
I

Low Flow
I

I
I

51
Trichloromethane
Mean Flow
I

I
I


Low Flow
I

I
I

52
Tetrachloromethane
Mean Flow
I

I
I

Low Flow
I

I
I

57
1,2-Dichloroethane
Mean Flow





Low Flow
I

I
I

59
1,1,2-Trichloro-
ethane
Mean Flow
I

I
I

Low Flow
I

I
I

60
1,1,2,2-Tetra
Chloroethane
Mean Flow
I

I
I

Low Flow
I

I
I
I/M

-------
TABLE 14-4. (Continued)
Priority Pollutant
Stream Flow
Calculation
Point
No.
No.
Name
1
2
3
4
5
63
1,1-Dichloroethene
Mean Flow
I

I
I

Low Flow
I

I
I

65
Trichloroethene
Mean Flow





Low Flow
I

I


66
Tetrachloroethene
Mean Flow
I

I
I

Low Flow
I

I
I ,

92
2,4-Dichlorophenol
Mean Flow
I

I
I

Low Flow
I

I
I

98
2,4-Dimethylphenol
Mean Flow





Low Flow
I

I
I

99
Para-Chloro-
Meta-Cresol
Mean Flow





Low Flow
I

I
I

103
Di-N-Butyl-Phthalate
Mean Flow
I

I
I

Low Flow
I

I
I

114
Benzo (A) Pyrene
Mean Flow
I

I
I

Low Flow
I

I
I



-------
TABLE 14-4. (Continued)
Legend:
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 14-5. FACILITIES NOT INCLUDED IN THE
LIMA, OH DILUTION STUDY*
NPDES #
FACILITY NAME
OH
000-256-9+
Agrico Chemical Div. Cairo
OH
000-331-0
Ford Motor Company - Lima
OH
000-368-9+
Crown Controls Corp.
OH
002-085-1+
Bluffton SWG TRT PLT
OH
002-131-8
Beaverdam Village Of
OH
002-237-3++
Rockwell International Lima P
OH
002-316-7+
Phillips Petroleum Co.-
OH
002-492-9
Delphos WWTP
OH
002-857-6++
Ohio PWR Co-Sterling Station-
OH
002-858-4+
Ohio Power Company
OH
002-859-2++
Ohio PWR Co. Service & Station
OH
003-654-4++
Allen County-Bath #2 SWR IMPR
OH
003-734-6
Allen County-Dixie Estates
OH
003-735-4++
Allen County Comm-Fairway Vie
OH
003-736-2++
Allen County Comm-Fairwood ES
OH
003-738-9
Allen County-Mast Estates
OH
003-739-7++
Allen County Comm-Shadow Lawn
OH
003-740-1++
Allen County Comm Shawnee Mea
OH
003-741-9++
Allen County Comm Ten Hills W
OH
003-742-7
Allen County-Woodbriar WSTWTR
OH
003-743-5++
Allen County Comm Wyandot Hts
OH
004-686-8++
Fruehauf Corp.-Military Prods
OH
004-689-2++
Ford Motor Co.-Lima Engine PLT
OH
004-700-7++
Anderson Safeway Guardrail Co.
Footnotes:
+ Permits not yet issued.
++ No oermit required.
* Facilities in Allen county, OH not included due to data
unavailability or facility location.
14-16
SCS ENGINEERS

-------
SECTION 15
YOUNGSTOWN, OHIO DILUTION STUDY
The area initially designated for consideration in this study
included all of Mahoning and Trumbal Counties, OH. Following review of
the hydrologic features and the location of wastewater dischargers, the
unshaded area shown in Figure 15-1 was selected for further study. The
area selected was approximately 680 square miles in size.
Based on the available data on stream flow characteristics and the
distribution of wastewater dischargers in the study area, 13 stream
segments, or reaches were selected (Figure 15-1), as follows:
Reach No.	Description*
1	Fish Creek
2	Mahoning River between Fish Creek
and Mosquito Creek
3	Mosquito Creek
4	Mahoning River between Mosquito
Creek and Meander Creek
5	Sawmill Creek
6	Meander Creek between Sawmill Creek
and Mahoning River
7	Mahoning River between Meander Creek
and Little Squaw Creek
8	Little Squaw Creek
9	Mahoning River between Little Squaw
Creek and Mill Creek
10	Mill Creek
11	Mahoning River between Mill Creek
and Yellow Creek
12	Yellow Creek
13	Mahoning River below Yellow Creek
As shown in Figure 15-2, 18 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The rela-
tionship between reaches and calculation points as well as relevant
flow information is shown in Table 15-1.
* Reaches include all tributaries to the main stream described.
SCS ENGINEERS
15-1

-------
The 7-day 10-year low flow values for the Mahoning River downstream
of Reach 4 have been adjusted to correspond with the flow information
received from USGS Gaging Station 03099500 rather than from industrial
inputs. This decision was made due to the accuracy of the gaging station
(period of record, 1943-1978) followed by the inability to determine
total water usage in the area.
The discharges located on Figure 15-1 are described in Table 15-2.
As shown, a total of 104 discharges from 55 facilities in 24 SIC
categories were included in the study. Facilities located in the
counties surveyed, but not included in the study because 1) they are
located in the shaded area shown in Figure 15-1; 2) no reliable data
on discharge flow was available or; 3) the permit files could not be
located, are shown in Table 15-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 15-3. Violations
of the ambient water quality criteria are indicated in Table 15-3 by an
asterisk, and summarized in Table 15-4. Note that the value for total
hardness used to define the water quality criteria for beryllium, cadmium,
chromium, copper, lead, nickel and zinc was 150 mg/1 (mean total hardness
at USGS station number 03098000 on the Mahoning River from 10/76 to 9/77).
As shown, 61 of the priority pollutants were found to be discharged
in the study area. Draft water quality criteria were available for 51
of the pollutants, and 42 pollutants were found to violate the criteria
in at least one location. Calculated river concentrations exceeded the
criteria for at least one constituent at all 19 calculation points for
both low flow conditions and mean flow conditions.
The violations shown in Table 15-4 are summarized as follows:
Number of Violations
Violation Cause	Mean Flow	Low Flow
Industrial only
131
142
Municipal only
33
81
Industrial or Municipal
46
105
Industrial plus Municipal
0
0
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial discharges.
15-2
SCS ENGINEERS

-------
4I»0'
90° 4 3
K>»J0
LEGEND
» NPDES MUNICIPAL DISCHARGERS
Q NPDES INDUSTRIAL DISCHARGERS
TEN (10) INDUSTRIAL DISCHARGERS
A USGS GAGING STATIONS
0- CALCULATION POINT
9 MILES
I
YOUN

Figure 15-1. Youngstown, OH dilution study area.
15-3
SCS ENGINEERS

-------
J/REACHd]
REACH
REACH00
LOCATED
AT MOUTH
REACH
#REACH \2.

reacKU
REACH QJ
REACH QT]
REACH QO|
r$y
uo^Reach
REACH I
LEGEND
©CALCULATION POINT
(T| REACH NUMBER
LOCATED AT (f§M
COFFEE RUN
Figure 15-2. Youngstown, OH dilution study area schematic.
					SCS ENGINEERS
15-4

-------
TABLE 15-1. REACH FLOW AND STRUCTURE - YOUNGSTOWN, OH
Calculation
Mean Flow
Low Flow+
Primary USGS
Secondary USGS
Reso-




Upstream Reach No.
Point No.
(cfs)
(cfs)
Gauging Sta.
Gauging Sta.
lution*
1
2
3
4
5
6
7
8
9
10
11
12
01
6.7
1.7


E
X











02
508
135
03094500

M
X
X










03
117
5
03096000

A


X









04
625
140


E
X
X
X









05
625
140


E
X
X
X
X








06
6.5
1.3


E




X







07
69
8.7


E




X
X






08
694
149


E
X
X
X
X
X
X






09
694
197


E
X
X
X
X
X
X
X





10
8.6
4.8


E







X




11
703
202


E
X
X
X
X
X
X
X
X




12
821
202


E
X
X
X
X
X
X
X
X
X



13
55
1.3
03098500

A









X


14
876
203


E
X
X
X
X
X
X
X
X
X
X


15
1017
203


E
X
X
X
X
X
X
X
X
X
X
X

16
33
1


E











X
17
1050
204


E
X
X
X
X
X
X
X
X
X
X
X
X
18
1055
205
03099500

A
X
X
X
X
X
X
X
X
X
X
X
X
19
41
2.8


E












* Flow Data Resolution:
A = Flow equal to Nearby Station
M = Flow estimate from Adjacent Station(s)
E = Flow estimate from Model; Flow Unit Area, etc.
+
7-day 10-year low flow

-------
TABLE 15-2. YOUNGSTOWN, OH DILUTION STUDY AREA POINT-SOURCE DISCHARGES
z
o
z
K
3D
to
NPDES NUMBER
PIPE NO

FACILITY NAME
RECEIVING
WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC «1
OH—006—530—7
001
KELLER
MINES INC
TR OF FISH C
X01
0 402000
OTHER
-
1?11
OH-002-409-1
001
BELOIT
SWG TRMT PLT
FISH C

X01
0 155000
PROCESS
JAN -DEC
4752
OH-002-044-3
001
SEBRING SWG TRT PLT
FISH C

X01
1 160001
PROCESS
JAN -DEC
4952
0H-001—205—0
001
AIRCO INDUSTRIES
MAHONING
R
X02
0 030900
COOLING
JAN -DEC
2031
OH-OOl-127-4
001
REPUBLIC STEEL CORP-WARREN
MAHONING
R
X02
4 900005
PROCESS
JAN -DEC
331 P
OH—001 — 127-4
002
$

MAHONING
R
X02
I 520002
PROCESS
JAN -DEC
3312
OH-OOl—127-4
003
«

MAHONING
R
X02
3 880004
BOTH
JAN -DFC
33 JT
OH-OOl-137—4
004
$

MAHONING
R
X02
0 449001
PROCESS
JAN -DFC
3312
OH-OOl-127-4
O05
t

MAHONING
R
X02
0 758001
PROCESS
JAN -DEC
3313
0H-001—127-4
006
$

MAHONING
R
X02
3. 560004
DOTH
JAN -DEC
33) P-
OH—001—127-4
007
*

MAHONING
R
X02
7. 39000B
BOTH
JAN -DEC
3312
0H-001-127-4
008
*

MAHONING
R
X02
14 000020
BOTH
JAN -DFC
3312
OH-OOl-127-4
009
%

MAHONING
R
X02
6. 030006
PROCESS
JAN -DEC
3312
OH-OOl-127-4
010
*

MAHONING
R
X02
12 800020
PROCESS
JAN -DEC
3312
0H-001-127-4
Oil
*

MAHONING
R
X02
1 330001
DOTH
JAN -DEC
3312
OH-OOl-127-4
012
t

MAHONING
R
X02
0 077400
COOLING
JAN -DEC
331?
OH-OOl-127-4
013
%

MAHONING
R
X02
45 900040
BOTH
JAN -DEC
3312
OH-OOl—127-4
014
$

MAHONING
R
X02
5.790006
BOTH
JAN -DEC
331 ?
OH-OOl-092-B
003
WARREN
TOOL CORPORATION
RED RN C

X02
0 022600
BOTH
JAN -DEC
34c">3
OH-OOl-092-8
002
*

RED RN C

X02
0 011300
BOTH
JAN -DCC
34
OH-OOl—236—0
006
VAN HUFFEL TUBE CORP
RED RN C

X02
0 24BOOO
PROCESS
JAN -DEC
3490
OH-OOl-236-0
002
~

RED RN C

X02
0 049500
PROCESS
JAN -DEC
3490
OH-OOl-236-0
003
*

RED RN C

X03
0 003090
COOLING
JAN -DEC
3478
OH-OOl-172-O
004
TAYLOR
WINFIELD CORP
MAHONINQ
R
. X02
0 038700
COOLING
JAN - IX- C
3rj4?

-------
TABLE 15-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS >
TYPE
SEASON
SIC ttl
0H-001—172-0
005
$
MAHONING R
X
O
PJ
0
024800
COOLING
JAN
-DEC
3542
OH-OOl-166-5
001
PORTER H K CO INC-WARREN
MAHONING R
X02
0
015500
PROCESS
JAN
-DEC
3621
0H-001-166-5
002
*
MAHONING R
X
O
PJ
0
015500
PROCESS
JAN
-DEC
3621
0H-004-3R5-1
001
MAHONING COUNTY COMMISSIONERS
MAHONING R
X02
0
495001
PROCESS
JAN
-DEC
•195,'
0H-002-211-0
001
NEWTON FALLS WSTW1R DEPT
EB MAHONING R
X02
2
780003
PROCESS
JAfJ
-DEC

0H-002-79B-7
001
WARREN WASEWATER TRMT PLT
MAHONING R
X02
21
200020
PROCESS
JAN
-DEC
¦wo;'
0H-002-167—9
001
CORTLAND VILLAGE OF
MOSQUITO CREEK RE
X03
1
550002
PROCESS
JAN
-DEC
49 52
0H-003-474-6
001
WARREN WTR TRMT PLT
MOSQUITO C
X03
0
108000
PROCESS
JAN
-DC C
4752
0H-002-332-?
001
YOUNGSTOWN AIRPORT AFR HQ SWG
TR TO SPRING RN
X03
0
124000
PROCESS
JAN
-DEC
4752
GH—004—340—1
001
TRUMBULL CNTY COMM-MOSQUITO
MOSQUITO C
X03
3
050004
PROCESS
JAN
-DEC
4952
0H-005-223-0
001
PITTSBURG-CANFIELD CORP
TR TO SAW MILL C
X05
0
oioaoo
COOLING
JAN
-DEC
3079
0H-002-434-1
001
CANFIELD WSTWTR PLT
SAWMILL C
X05
1
250001
PROCESS
JAN
-DEC
495?
0H-006-074-7
001
ERSKINE CONTRACTING CORP
WESTERN RESERVE LK
X06
0
095100
PROCESS

-
121 1
0H-001-233-5
001
SUPERIOR INDUSTRIES PLATING C
D TO MEANDER C RE
X06
0
124000
BOTH
JAN
-DEC
331?
0H-004-572-1
001
MAHONING COUNTY-MEANDER
MEANDER C
X06
6
190006
PROCESS
JAN
-DEC
4952
0H-004-456-3
001
TRUMBULL CNTY SWR DIST-
MEANDER C
X06
0
928001
PROCESS
JAN
-DEC
495?
OH-006-321-5
005
US STEEL CORP-MCDONALD WORKS
MAHONING R
X07
91
600090
BOTH
JAN
• DEC
331 ?
OH-006-321-5
006
*
MAHONING R
X07
0
254000
PROCFSS
JAN
—DCC
3J1?
OH-001-2/6-7
001
ALUMINUM BILLETS INC-NILES
MAHONING R
X07
0
012200
BOTH
JAN
-DE'.
334 1
OH-OOl-153-3
001
OHIO EDISON CO -NILES
MAHONING R
X07
323
000000
BOTH
JAN
-DEC
491 1
0H-002-674-3
001
NILES CITY OF
MAHONING R
X07
6
190006
PROCESS
JAN
-DEC
4952
0H-002-250-6
001
MCDONALD SWG PLT
MAHONING R
X07
1
550002
PROCFSS
JAN
-DEC
t
-------
TABLE 15-2. (Continued)
NPDES NUMBER PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW < CFS > TYPE
SEASON SIC ttf
OH-OOl
OH-OOl
OH-OOl
OH-OOl-
OH-OOl-
OH-OOl-
OH-OOl
OH-OOl
OH-OOl
0H-005-
0H-005-
OH-OOl-
0H-003-
OH-OOl-
OH-OOl-
OH-OOl ¦
OH-OOl-
OH-OOl -
0H-001-
OH-OOl-
OH-OOl-
OH-OOl-
OH-OOl-
OH-OOl -
-131-2
-131-2
-131-2
-131-2
-191-6
-191-6
-191-6
-191-6
-148-7
-733-9
-221-3
-124-0
-724-9
-283-1
¦171-1
-128-2
• 120—2
¦ 128-2
128-2
-128-2
-128-2
•128-2
128-2
128-2
002
003
004
005
001
002
003
004
001
001
001
001
001
001
001
004
006
010
01 1
012
013
014
015
016
$
$
$
$
US STEEL CORP-YOUNGSTOWN
1
%
%
MOLD TECH
THOMPSON BROS MINING CO
BLISS MFG CO
G E CO—AUSTINTOWN
MAHONING COUNTY-BOARDMAN PLT
UNION CARBIDE CORP-STRUTHERS
KOPPERS CO INC
REPUBLIC STEEL CORP-
t
%
T.
%
%
$
%
$
MAHONING R	X09	3 790004	BOTH	JAN -DEC	3-312
MAHONING R	X09	39 400040	BOTH	JAN -DEC	3312
MAHONING R	X09	0 511001	PROCESS	JAN -DEC	3312
MAHONING R	X09	39 900040	BOTH	JAN -DEC	3312
MAHONING R	X09	68 800070	BOTH	JAN -DEC	3312
MAHONING R	X09	22 400030	BOTH	JAN -DEC	3312
MAHONING R	X09	8 040008	BOTH	JAN -DEC	3312
MAHONING R	X09	0 127000	BOTH	JAN -DEC	331?
D TO MAHONING	R X09	0 001180	PROCESS	JAN -DEC	3471
MILL C	X10	0.040200	PROCESS	-	1211
BEARS DEN RUN	X10	O 003710	PROCESS	JAN - DEC	3469
D TO BEAVER	DEN RN X10	O 015500	COOLING	JAN -DEC	3699
MILL C	X10	1. OSOOOl	PROCESS	JAN -DEC	4752
D TO MAHONING	R XI1	O 038700	BOTH	JAN -DEC	2813
CRAB C	XI1	0 108000	BOTH	JAN -DEC	2869
MAHONING R	XI1	0 619001	PROCESS	JAN -DEC	2911
MAHONING R	XI1	16 100010	FRUCFSS	JAN -DEC	2911
MAHONING R	XI1	6 650007	PROCESS	JAN -DEC	2V11
MAHONING R	XII	13 000020	nrfOCESS	JAN -DEC	2911
MAHONING R	XI1	30 500040	PROCESS	JAN -DEC	2911
MAHONING R	XI1	1 110001	PROCESS	JAN -DEC	291)
MAHONING R	XI1	13 000020	PROCESS	JAN -DEC	2911
MAHONING R	XII	16 700020	COOLING	JAN -DEC	2911
MAHONINC R	*X11	8 200008	COOLING	JAN -DEC	?91t

-------
TABLE 15-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING
WATER NAME
REACH NO
FLOW < CFS >
TYPE
SEASON
SIC #1
OH-OOl-128-2
017
$
MAHONING
R
XII
0
557001
PROCESS
JAN -DEC
291 1
OH-OOl -128-2
605
S
MAHONING
R
Xll
6
6B0007
PROCESS
JAN -DEC
2911
OH-OOl-128-2
606
$
MAHONING
R
XII
1
780002
PROCESS
JAN -DEC
2911
0H-006-320-7
042
YOUNGSTOWN SHEETS-TUBE-YOUNGST
MAHONING
R
Xll
0
139000
PROCESS
JAN -DEC
3312
OH-006-320—7
043
$
MAHONING
R
Xll
0
001390
PROCESS
JAN -DEC.
3312
OH-006-320—7
044
*
MAHONING
R
Xll
0
150000
PROCESS
JAN -DEC
3312
OH—006-320—7
045
*
MAHONING
R
Xll
0
055700
BOTH
JAN -DEC
3312
0H-006-320-7
046
*
MAHONING
R
Xll
0
001550
PROCESS
JAN -DEC
3312
0H-006-320-7
048
*
MAHONING
R
Xll
0
001080
PROCESS
JAN -DEC
3312
OH-006-320-7
049
*
MAHONING
R
Xll
29
500040
BOTH
JAN -DEC
3312
OH-006-320-7
050
$
MAHONING
R
Xll
0
882001
BOTH
JAN -DEC
3312
0H-006-320-7
051
$
MAHONING
R
Xll
0
170000
BOTH
JAN -DEC
3312
OH-OOl-121-5
001
FITZSIMONS STEEL CO INC
DRY RN C
TO MAHONING
Xll
0
000309
BOTH
JAN -DEC
3316
OH-OOl-121- 5
002
%
DRY RN C
TO MAHONING
Xll
0
217000
BOTH
JAN -DEC
3316
OH-OOl-264-5
001
JONES it LAUGHLIN STEEL CORP
MAHONING
R
Xll
0
001620
BOTH
JAN -DEC
3316
OH-OOl-264-5
002
«
MAHONING
R
Xll
0
335000
BOTH
JAN -DEC
3316
0H-002-822-3
001
YOUNGSTOWN WSTWTR TRMT PLT
MAHONING
R
Xll
44
200050
PROCESS
JAN -DEC
4752
OH-002-760-0
001
STRUTHERS WSTWTR TRMT PLT
MAHONING
R
Xll
3
310004
PROCESS
JAN -DEC
4952
OH-002-432-5
001
CAMPBELL WSTWTR TRMT PLANT
MAHONING
R
Xll
3
480004
PROCESS
JAN -DEC
4952
OH—005-656— 1
001
THOMPSON MINING CO
YELLOW C

X 12
0
077400
PROCESS
-
121 1
OH-001-174-6
001
THOMPSON BROS MINING CO
TR OF YELLOW C
X12
0
007740
PROCESS
-
1211
0H-001-174-6
002
$
TR OF YELLOW C
X12
0
012400
PROCESS
-
1211
OH-005-766-5
001
MAHONING ENERGY CO
TR TO EVANS LK
X 12
0
061900
PROCESS
-
1211
QH-003-296-4
001
EAST FAIRFIELD COAL CO - E MI
TR TO EVANS LK
* X12
0
03B700
PROCESS
-
1211

-------
TABLE 15-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
OH—006—218-9
CIH-001-281-S
0H-002-630-1
OH-002-62O-4
0H-001-180-1
0H-001-149-5
011-001 -149-5
OH-002-501-0
OOl	EAST FAIRFIELD COAL CO
001	EAST FAIRFIELD COAL CO-5 MINE
001	MAHONING COUNTY-SOUTH POLAND
OOl	LOWELLVILLE WSTWTR TRMT PLT
001	VALLEY MOULD %> IRON-MICRODOT
001	GEN AMER TRANSP-SHARON PLANT
010	*
001	HUBBARD WSTWTR TRMT PLT
TR TO EVANS LK
TR 10 EVANS LK
YELLOW C
MAHONING R
MUD RN
D TO L YANKEE RN
D TO L YANKEE RN
L YANKEE RN
X12
X 12
X 12
X13
X14
X 14
X 14
X14
O 201000
0.038700
0 155000
O 774001
O 263000
0 251000
0 009280
2 320003
PROCESS
PROCESS
PROCESS
PROCESS
PROCESS
BOTH
PROCESS
PROCESS
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
JAN -DEC
1211
1211
4952
4952
3322
3742
3742
4952

-------
TABLE 15-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR YOUNGSTOWN, OH
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 2
POINT 3
POI
NT .4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
22
ANTIMONY
0
00000
0
03040
0
ooooo
0
02470
0
02470
0
OOOOO
0
OOOOO
0
02230
120
OOOOO


0
00000
0
11400
0
ooooo
0
11000
0
11000
0
OOOOO
0
OOOOO
0
10400


23
ARSENIC
1
16000*
0
32900*
0
24300*
0
31400*
0
31400*
1
14000*
1
40000*
0
42200*
0
02000


4
56000*
1
24000*
5
69000*
1
40000*
1
40000*
5
69000*
11
10000*
1
97000*


25
BERYLLIUM
0
00000
26
10000*
0
OOOOO
21.
20000*
21
20000*
0
OOOOO
0
OOOOO
19
10000*
0
08710


0
00000
98
20000*
0
OOOOO
94
70000*
94
70000*
0
OOOOO
0
OOOOO
08
90000*


26
CADMIUM
1
96000*
26
90000*
0
41300
21
90000*
21
90000*
1
93000*
1
90000*
19
90000*
0
96 000


7
74000*
101
00000*
9
60000*
97
90000*
97.
90000*
9
64000*
15
10000*
92
90000*


27
CHROMIUM
35
30000
35
50000
7
43000
30
30000
30
30000
34
70000
21
OOOOO
29
40000
50
OOOOO


139
00000*
134
00000*
174
OOOOO*
135
OOOOO*
135
OOOOO*
174
OOOOO*
173
OOOOO*
137
OOOOO*


20
COPPER
19
60000*
31
50000*
4
13000*
26
30000*
26
30000*
19
30000*
12
10000*
24
90000*
3
73000


77
40000*
118
00000*
96
50000*
118
OOOOO*
118
OOOOO*
96
40000*
96
20000*
116
OOOOO*


2?
CYANIDES
3
93000*
53
20000*
0
82000
43
40000*
43
40000*
3
86000*
3
80000*
39
50000*
1
4 OOOO


15
50000*
200
00000*
19
30000*
194
OOOOO*
194
OOOOO*
19
30000*
30
20000*
184
ooooo*


30
LEAD
13
30000
29
80000
2
81000
24
80000
24
80000
13
10000
8
94000
23
20000
50
OOOOO


52
60000*
112
00000*
65
60000*
111
OOOOO*
111
OOOOO*
65
50000*
70
90000*
108
ooooo*


31
MERCURY
0
15700*
26
10000*
0
03300
21
30000*
21
30000*
0.
15400*
0
70600*
19
20000*
0
OOOOO


0
61900*
98
40000*
0
77200*
94
90000*
94
90000*
0
77100*
6
24000*
89
50000"


3?
NICKEL
25
50000
32
90000
5
36000
27
80000
27
80000
25
10000
15
80000
26
60000
00
OOOOO


101
00000*
124
ooooo*
125
OOOOO*
124
OOOOO*
124
OOOOO*
125
OOOOO*
125
OOOOO*
124
ooooo*


33
SELENIUM
0
39300
0
13200
0
00200
0
12300
0
12300
0
30600
0
93200
0
20J00
9
/OOOO


1
55000
0
49700
1
93000
0
54800
0
D4800
1
93000
7
39000
0
94 600


34
SILVFR
3
31000*
26
90000*
0
70100*
22
OOOOO*
22
OOOOO*
3
20000*
n
75000"
20
10000*
0
0P900


13
20000*
101
OOOOO"
16
40000*
90
40000*
9E1
10000*
16
40000*
21
OOOOO*
9.3
70000*


35
THALLIUM
0
00000
0
03040
0
OOOOO
0
02470
0
02470
0
OOOOO
0
60900
0
09000
4
ooooo


0
00000
0
1 1400
0.
OOOOO
0
11000
0
11000
0
OOOOO
5
47000*
0
42300


36
ZINC
49
10000
39
10000
10
30000
33
70000
33
70000
48
20000
31
OOOOO
33
40000
06
lOOOO


173
00000*
147
OOOOO*
241
OOOOO*
100
OOOOO*
150
OOOOO*
211
OOOOO*
246
OOOOO*
1 06
OOOOO*


46
CHLOPOMETHANE
0.
00000
0
06460
0
OOOOO
0
00200
0
05250
0.
OOOOO
0
OOOOO
0
01730
*¦»
OOOOO


0
00000
0
24 300
0
OOOOO
0
23400
0
23400
0
ooooo
0
ooooo
0
r-vooo


47
DICHLOROMETHANE
0
09H10
0
02540
0
02060
0
02450
0
02100
0
09640
0
19000
0
041 rio
2
OOOOO


0
38700
0
095b0
0
4B300
0
10900
0
1O900
0
40200
1
57000
0
19000


3
(/>

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT ? POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT
48 CHLOPODIDROMO-
I1E1 HANE
0 03140
0 12400
0 00812
O 03060
0 00660
0 15400
0 00784
O 03490
O 00784
0 03470
0 03090
0 10400
0 01940
0 13400
0 00899
O 04 190
49 DICHLOROBROMO-
METHANE
0 1PB00
0 503P0
0 03300
O 12400
0 02680
0 62700
0 03180
0 14200
O 03180
0 14200
0 12500
0 62700
0 07880
0 62500
0 03650
0 17000
51 TRICHLOROMETHANE
1 04000
4 09000*
0	27500
1	04000
0 21900
5 12000*
0	26500
1	18000
0	26500
1	18000
1 02000
5 11000*
0 64300
5 09000*
0	30200
1	41000
52 TETRACHLORO-
METHANE
0	29400
1	16000
0 07620
0 28700
0.06190
1 45000
0 07350
0 32800
0 07350
0 32800
0	28900
1	45000
0	18200
1	44000
0 0B430
0 39200
57 1,2-DICHL0R0-
ETHANE
0 03340
0 13200
0 00863
O 03250
0 00701
0 16400
0 00833
O 03720
O 00833
O 03720
0 03280
0 16400
0 02060
0 16400
0 00955
0 04450
58 1, 1, 1-TRICHLORO-
ETHANE
0 21600
0 85100
0 05580
O 21000
0	04540
1	06000
0 05390
O 24100
O 05390
O 24100
0	21200
1	06000
0	13300
1	06000
0 06180
O 20S00
59 1. 1. 2-TRICHL0R0-
ETHANE
0 08830
0 34800
0 02280
0 08590
0 01860
0 43400
0 02200
0 09840
O 02200
0 09840
0 08680
0 43400
0 05460
0 43300
0 02530
0 11800
60 1.1.2. 2-TETRA-
CHLOROETHANE
2 55000*
10 10000*
0 65900
2 48000*
0 53600
12.50000*
0 63700
2 B4000*
0 63700
2 84000*
2 51000*
12 50000*
1 58000
12 50000*
0 73000
3 40000*
65 TRICHLOROETHENE
0 00000
0 00000
0 00608
0 02290
0 00000
0 00000
0 00494
0 02210
0 00494
O 02210
0 00000
0 00000
0 00000
0 00000
O 00445
0 02070
66 TETRACHLORO-
ETHENE
0 00000
0 00000
0 00304
0 01140
0 00000
0 00000
O 00247
0 01100
O 00247
0 01100
0 00000
0 00000
0 00000
0 00000
0 00223
0 01040
77 BIS < 2-CHLORQ-
ETHOXY) METHANE
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0	13800
1	09000
0 01370
O 06380
78 BEN7ENE
0 11 BOO
0 46400
0 06270
O 23600
0 02480
0 57900
0 05560
0 24800
0 05560
O 24(300
0 11600
0 57800
0 07200
O 57700
O 05730
O 26700
85 ETHYLBENZENE
0 00000
0 00000
2 61000
9 02000
0 00000
O 00000
2 12000
9 47000
2 12000
9 47000
0 00000
0 OOOOO
0 OOOOO
O OOOOO
1 91000
8 89000
87 TOLUENE
0	45100
1	78000
2 76000
10 40000
0 09490
2 22000
2 26000
10 10000
2 26000
10 10000
0 44300
2 22000
0 34800
? 76000
2 O/OOO
9 63000
m
x
n
z
m
m
3D
(/i
90 PHENOL
99 PARA-CHLORO-
META-CRESQL
15 30000
60 30000
0 OOOOO
0 OOOOO
A 57000
34 OOOOO
0 00304
O 01140
3 22000
75 30000
0 OOOOO
O OOOOO
5 97000
60000
0 00247
0 01100
5 97000
36 60000
O 00247
O 01100
15 OOOOO
73 r'OOOO
0 OOOOO
0 OOOOO
9	53000
75 60000
0 OOOOO
0	OOOOO
6 32000
29 4 0000
0 00223
O 01040
CRITERIA
2 OOOOO
2 10000
2 60000
7 OOOOO
5300 OOOOO
2 70000
1	80000
2) OOOOO
2	OOOOO
10	OOOOO
1100 OOOOO
17	40000
600 OOOOO
9	70000

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT S
103	DI-N-BUTYL-
PHTHALATE
104	DI-N-OCTYL-
PHTHALATE
0 00000
0 00000
O 00000
0 00000
1 30000*
4 90000*
1 30000
4 90000
0 00000
0 00000
0 00000
0 00000
1 06000*
4 73000*
1 06000
4 73000
1 06000*
4 73000*
1 06000
4 73000
O 00000
0 00000
0 00000
O 00000
0 00000
0 00000
0 ooooo
0 ooooo
0 95400*
4 44000*
0 95400
4 44000
105 BIS(2-ETHYL-
HEXYLJ PHTHALATE
O OOOOO
0 OOOOO
0	52100
1	96000
0 OOOOO
0 OOOOO
0	42400
1	E39000
0	42400
1	89000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0	39200
1	78000
116 DIBENZO (A, H>
ANTHRACENE
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00130
0 01090
0 00014
0 00064
119 INDENO <112» 3-CD >
PYRENE
0 OOOOO
O OOOOO
0. OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O. OOOOO
O OOOOO
0 00130
O 01090
0 00014
O 00064
120 NAPHTHALENE
0 OOOOO
o OOOOO
0 00304
0 01140
0 OOOOO
0 OOOOO
0 00247
0 01100
0 00247
O 01100
0 OOOOO
O OOOOO
0 06890
O 54700
O 00908
O 04330
124 DIPHENYL-
NITROSAMINE
0 OOOOO
0 OOOOO
0 00030
0 00114
0. OOOOO
0 OOOOO
0 00025
O OOllO
0. 00025
O 00110
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 00022
0 00104
cnnpp i a
0 00500
10 ooooo
0 05400
143 OOOOO

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
4	BETA-BHC
22	ANTIMONY
23	ARSENIC
25	BERYLLIUM
26	CADMIUM
37	CHROMIUM
28	COPPER
29	CYANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELENIUM
34	SILVER
35	THALLIUM
*> 36	ZINC
m
z
o
jf 37	PCB-1016
m
m
CALC
POINT 9
0
0
0
0
0
1
19
67
20
71
31
111
40.
141
24
85
1?
68
23
99
0
0
20
72
0
0
36
123
0
0
00000
00000
02230
07B40
48800*
72000*
30000*
90000*
20000*
30000*
60000
00000*
20000*
40000*
10000*
00000*
10000
10000*
40000*
40000»
30000
50000*
22500
79400
50000*
20000*
09000
31900
40000
00000*
00000
00000
CALC
POINT 10
0	00000
0	00000
0	00000
0	00000
1	74000*
3	12000*
0	00000
0	00000
2	95000*
5	29000*
53	10000*
95	10000*
29	50000*
52	90000*
5	90000*
10	60000*
20	10000
35	90000
0	23600*
0	42300*
30	40000
68	70000*
0	59000
1	06000
5	02000*
8	99000*
0	00000
0	00000
73	00000*
132	00000*
0	00000
0	00000
CALC
POINT 11
0	00000
0 00000
0	02190
0 07650
0	50300*
1	75000*
19	00000*
66	30000*
20	00000*
69	70000*
31	90000
111	00000*
26	30000*
91	40000*
39	60000*
138	OO000*
24	10000
83	80000*
19	20000*
66	70000*
28	40000
98	70000*
0	22900
0	79900
20	30000*
70	60000*
0	08960
0	31200
36	00000
128	00000*
0	00000
0 00000
CALC
POINT 12
CALC
POINT 13
CALC
POINT 14
0
0
0
0
0
1
16
67
17
70
27
112
22
92
34
140
20
85
16
67
24
99
0
0
17
71
O
0
31
129
0
O
00000
00000
01880
07650
43100*
75000*
60000*
50000*
50000*
90000*
60000
00000*
00000*
60000*
50000*
OOOOO*
90000
10000*
70000*
90000*
60000
90000*
19700
79900
70000*
90000*
07670
31200
90000
00000*
00000
00000
0
0
0
1
0
21
0
1
0
25
3
151
84
1
47
1
73
0
17
2
109
0
18
0
31
0
16
00000
00000
03360
42000
51500*
80000*
03360
42000*
59600
20000*
5B000
00000*
00000
70000*
12000
60000*
74000
50000*
41500*
60000*
59000
OOOOO*
43B00
.60000 »
73400*
OOOOO*
39900
90000*
32000
OOOOO*
OOOOO
OOOOO
0
0
0
0
0
1
15
67
16
70
26
113
21
92
32
140
19
85
15
67
23
100
0
0
16
71
0
0
30
130
0
0
OOOOO
OOOOO
01980
08520
43600*
88000*
r
60000*
20000*
40000*
70000*
10000
OOOOO*
50000*
70000*
40000*
OOOOO*
70000
10000*
70000*
70000*
20000
OOOOO*
21200
91400
60000*
70000*
09690
41800
20000
OOOOO*
OOOOO
OOOOO
CALC
POINT 15
0 44200*
2 22000*
44 20000
222	OOOOO*
44 90000*
225 OOOOO*
13	60000*
67 90000*
14	80000*
73 90000*
75	90000*
380 OOOOO*
23 70000*
119 OOOOO*
29 20000*
146 OOOOO*
64 80000*
325 OOOOO*
57.90000*
290 OOOOO*
70 90000*
355 OOOOO*
44 OOOOO*
223	OOOOO*
15	30000*
76	70000*
0 08350
0 41800
82 90000*
415. OOOOO*
0 0B850*
0 44300*
CALC
POINT 16
0
0
0
0
6
219
0
0
6
220
0
27
0
15
13
441
6
229
6
21?
0
20
6
219
6
2 P?
6
219
7
200
OOOOO
OOOOO
OOOOO
OOOOO
66000*
OOOOO*
OOOOO
OOOOO
60000*
OOOOO*
84400
80000
4 6900
50000*
40000*
OOOOO*
95000
OOOOO*
61000*
OOOOO*
6O9O0
10000
64000
OOOOO*
71000*
OOOOO*
63000*
OOOOO*
31 000
OOOOO"
OOOOO
OOOOO
CRITFRIA
0 02800
120 OOOOO
0 02000
0 08710
O 9-S500
50 OOOOO
3 73000
1 4 0000
50 OOOOO
0 OOOOO
50 OOOOO
9 70000
O 00900
4 OOOOO
5A 10000
O OOOPO

-------
TABLE 15-3.
(Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16	CRITERIA
38	PCB-1221
39	PCD-1232
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
O 00000
O 00000
0 00000
0 00000
O 00000
0 00000
0 00000
0 00000
0. 00000
O 00000
0 00000
0 00000
0 ooooo
0 ooooo
0 ooooo
0 08050*
0 44300*
0 08850*
0 44300*
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 00020
0 00020
40 PCB-1242
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 08850*
0 44300*
0 ooooo
0 ooooo
0 00020
41	PCB-1248
42	PCB-1254
43	PCB-1260
46 CHLOROMETHANE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O ooooo
0 04730
0 16600
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 04660
0 16200
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o 03990
0 16200
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 03740
0 16200
0 08850*
0 44300*
0 08850*
O. 44300*
0 08850*
0 44300*
0 03220
0 16200
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
o ooooo
0 ooooo
0 00020
0 00020
0 00020
2 OOOOO
47 DICHLOROMETHANE
0 04740
0 16700
0 14800
0 26400
0 04060
0 16900
0. 04160
0 16900
0 08970
3 79000*
0 04460
0.19200
8 91000*
44 60000*
1 33000
43 90000*
2 OOOOO
48	CHLORODIBROMO-
METHANE
49	DICHLOROBROMO-
METHANE
0 01080
O 03790
0 04380
0 15400
0 04720
0 08460
0 19200
0 34400
0 01120
0 03900
0 04550
0 15900
0.00960
O 03900
0 03900
0 15900
0 00988
0 41800
0. 01200
0 54100
0 00962
0 04150
0 03740
0 16100
8 86000
44 40000
8 91000*
44 60000*
0 00075
0 02400
O 00305
0 10100
OOOOO
50 TRIBROMOMETHANE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00336
0 14200
0 00021
0 00091
4 42000*
22 20000*
0 OOOOO
0 OOOOO
OOOOO
m
z
o
S
X
W
51 TRICHLOROMETHANE
52 TETRACHLORO-
METHANE
56	1. 1-DICHLORO-
ETHANE
57	1. 2-DICHL0R0-
ETHANE
58	1. 1, 1-TRICHLORO-
ETHANE
0. 36100
1 27000
0 10100
O 35600
0 OOOOO
0 OOOOO
0 01110
0 04030
0. 07410
0 26100
1	56000
2	80000*
0 44300
0 79300
0 OOOOO
0 OOOOO
0 05O20
0 08990
0 32500
0 58100
0	37600
1	31000
0 10500
O 36600
0 OOOOO
0 OOOOO
0 01190
0 04150
0 07710
0 26000
0	32200
1	31000
0 08990
0 36600
0 OOOOO
0 OOOOO
O 01020
0 04130
0 06600
0 26800
0 10400
4 41000*
0	03290
1	39000
0. 00673
0 28500
0 0033?
0 14200 _
0 02170
O 91600
0	30800
1	33000
0 08640
0 37300
O 00042
0 00182
0 00977
0 04220
0 06320
0 27300
9 38000*
46 90000*
4 57000*
22 90000*
8 85000
44 30000
0 06000*
44 40000»
0 10900
O 54900
0 02490
0 01900
0 00703
0 23200
O OOOOO
0 OOOOO
0 OOOOO
0 02630
0 00516
0 17000
2 10000
2 60000
7 OOOOO
5300 OOOOO

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11 POINT 12 POINT 13 POINT 14 POINT 15 POINT 16	CRITERIA
5? 1,1,2-TRICHL0R0-
ETHANE
60 1.1.2. 2-TETRA-
CHLOROF.THANE
63 1. 1-DICHLORO-
ETHENE
0 03030
0 10700
0 87500
3 08000*
0 00000
0 00000
0 13300
0 23800
3 04000*
6 87000*
0 00000
0 00000
0 03150
0 10900
O 91100
3 17000*
0 00000
0 00000
0 02700
0 10900
0 77900
3 17000*
0. 00000
0 00000
0 00886
O 37500
O 25600
10. BOOOO*
0 00000
0 00000
0 02590
0 11200
0 74700
3 22000*
0 00000
0 00000
8 89000*
44 50000*
5 72000*
28 60000*
8 05000*
44 30000*
0 00211
O 06960
0 06090
2 01000*
0 00000
O 00000
2 70000
1 80000
1 30000
64 TRANS-DICHLORO-
ETHEt-IE
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00673
O 28500
0 0004?
0 00182
8 85000
44 30000
0 00000
O 00000
620 00000
65 TRICHLOROETHENE
0 00445
0 01570
0 00000
0 00000
0 00440
0 01530
0 00376
0 01530
0 00000
0 00000
0 00353
0 01520
8 85000
44 30000*
O 00000
0 00000
>1 00000
66 TETRACHLOPO-
ETHENE
0 00223
0 007B4
0 00000
0 00000
0 00220
0 00765
0 00188
0.00765
0 00336
0 14200
0 00197
0 00852
4 42000*
22 20000*
0 00000
0 00000
2 00000
70 HEXACHLOROCYCLO-
PENTADIENE
0 00000
0 00000
0 00000
0 00000
0 00000
o ooooo
0 00001
0 00006
0 ooooo
o ooooo
0 00001
0 00006
0 00001
0 00006
o ooooo
o ooooo
0 39000
77	BIS(2-CHL0R0-
ETHOXY) METHANE
78	BENZENE
0 01370
0 04830
0 06400
0 22600
0 OOOOO
O OOOOO
0 17700
0 31700
0 01350
O 04710
0 06540
0 22700
0 01160
0 04710
0 05590
0. 22700
O 07310
3 09000
0 01180
0 49900
0 01550
0 06670
0 05320
0 22900
0 01330
0 06670
4 49000
22 50000*
1 33000
43 80000
0 00281
0 07200
15 OOOOO
79 CHLOROBENZENE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
o ooooo
0 ooooo
0 ooooo
4 42000
22 20000*
0 ooooo
0 ooooo
50 OOOOO
85 ETHy'LBENZENE
1 93000
6 79000
0 OOOOO
0 OOOOO
1 90000
6 63000
1 66000
6 75000
0 00336
O 142O0
1 56000
6 72O0O
5 7B000
?8 90000
O OOOOO
O OOOOO
1100 OOOOO
87 TOLUENE
2 11000
7 41000
0	67900
1	22000
2 09000
/ 28000
1 B2000
7 41000
0 08520
3 60000
1 71000
7 39000
6 03000
30 20000*
O 67400
22 20000i
17 4 0000
90 PHENOL
7 21000
25. 40000
23 OOOOO
41 20000
7 39000
25 70000
6 36000
25 90000
1 58000
66 70000
6 06000
26 20000
13 60000
68 OOOOO
1 03000
33 90000
600 00(500
m
z
5
x
m
m
2)
10
92 2.4-DICHL0R0-
PHENOL
98	2, 4-DIMETHYL-
PHENOL
99	PARA-CHLORO-
META-CRESOL
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00223
0 00/U4
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 00220
0 00/65
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 00108
0 00765
0 ooooo
o ooooo
0 ooooo
o ooooo
0 00336
O 14200
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 00197
o 00852
4 42000*
22 20000*
4 42000
22 20000*
4 42000
?2 20000*
O OOOOO
0 OOOOO
0 OOOOO
0 ooooo
o ooooo
o ooooo
0 40P00
9 70000
9 70000

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
103	DI-N-BUTYL-
PHTHALATE
104	DI-N-OCTYL-
PHTHALATE
105	BIS(2-ETHYL-
HEXYL) PHTHALATE
109 ANTHRACENE
114 BENZO (A) PYRENE
115 CHRYSENE
116	DIBENZO (A,H)
ANTHRACENE
117	FLUORANTHENE
11? INDENO(1<2.3-CD)
PYRENE
120 NAPHTHALENE
121 PHCNANTHRENE
122 PYRENC
124 DIPHENYL-
NITR05AMINE
CALC
POINT 9
0 96300*
3 39000*
0 96300
3 39000
0	33500
1	36000
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00014
0 00048
0 OOOOO
0 OOOOO
0 00014
O 00048
0 00708
0 03190
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00022
0 00078
CALC
POINT 10
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
CALC
POINT 11
0 95100*
3 31000*
0 95100
3 31000
0	38000
1	32000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00014
0 00047
0 OOOOO
0 OOOOO
0. 00014
0 00047
0 00896
0 03120
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00022
0 00076
CALC
POINT 12
0 82900*
3 37000*
0 82900
3 37000
0	33200
1	35000
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00012
0 00047
O OOOOO
0.OOOOO
0 00012
0 00047
0 00767
0. 03120
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00019
0 00076
CALC
POINT 13
0 00168
0 07120*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00067
O 02850
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 00073
O 03090
0 00067
0 02850
0 00073
O 03090
0	03990
1	69000
0 00067
0 02B50
0 00007
0 00285
0 OOOOO
O OOOOO
CALC
POINT 14
0 77800*
3 36000*
0 77800
3 36000
0	31100
1	34000
0 00004
0 00018
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00015
0 00067
O 00004
0 00018
0 00015
0 00067
0 00970
0 04190
0 00004
0 00018
0 OOOOO
0 00002
0 00018
0 00076
CALC
POINT 15
2	09000*
14 50000*
0	67700
3	39000
1	16000
5 79000
0 88500
4	43000
0 0B050*
O 44300*
0 00850
0 44300
0 00013
O 00067
0 00004
0 00018
0 00013
O 00067
4 43000
22 20000
0 00004
O 00018
0 00850
0 4 4300
0 00015
0 00076
CALC
POINT 16
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 01330
0 43800*
0 OOOOO
o OOOOO
0 01330
0 43B00
0 66300
21 70000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
CRITERIA
0 00500
10 OOOOO
0 02400
0 05400
200 OOOOO
143 OOOOO
2
CI
z
a


-------
TABLE 15-3. (Continued)
PRIORITY
POLLUTANT
4 BETA-BHC
22	ANTIMONY
23	ARSENIC
25	BERYLLIUM
26	CADMIUM
27	CHROMIUM
28	COPPER
29	CYANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELENIUM
34	SILVER
35	THALLIUM
36	ZINC
37	PCB-I016
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CALC	CALC	CALC
POINT 17 POINT 18 POINT 1?	CRITERIA
0 42800*
2 20000*
42	90000
221 00000*
43	70000*
225 00000*
13	10000*
67	60000*
14	50000*
74 70000*
73 50000*
378 00000*
22 90000*
110 00000*
28 70000*
148 00000*
62 90000*
324 OOOPO*
56 30000*
289 00000*
68	70000*
354 00000*
43 30000*
223 00000*
15	00000*
77 50000*
0	28900
1	49000
80 60000*
415 00000"
0 08570*
0 44 100*
0 42600*
2 19000*
42	70000
219 00000*
43	50000*
224 00000*
13	10000*
67	30000*
14	50000*
74 40000*
73 30000*
377 00000*
22 90000*
118 00000*
28 60000*
147 00000*
62 70000*
323 00000*
56 10000*
288 00000*
68	50000*
352 00000*
43 10000*
222 00000*
14 90000*
77 10000*
0	28000
1	48000
80 40000*
4 14 OOOOO*
0 08530*
0 43900*
0 00000
0 00000
0 00000
0 00000
0 33400*
4 89000*
3 21000*
46 90000*
3 77000*
55 30000*
13	40000
196 00000*
8 87000*
129 00000*
7 55000*
111 00000*
7 06000
103 00000*
0 04 530
0 66300*
10 60000
155 00000*
0	11300
1	66000
O 96200*
14	10000*
0 00000
0 00000
17 40000
2D4 00000*
0 00000
0 00000
0 02800
120 00000
0 02000
0 08710
0	96500
50 00000
3	73000
1	40000
50 00000
0 08000
50 00000
9 70000
0 00900
4	00000
56 10000
0 00020

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC



POLLUTANT
POINT 17
POINT 18
POINT 19
CRITERIA
38
PCB-1221
0
08570*
0
08530*
0
00000
0.
00020


0
44100*
0
43900*
0
00000


3?
PCD-1232
0
08570*
0
08530*
0
00000
0
00020


0
44100*
0
43900*
0
00000


40
PCB-1242
0
08570*
0
08530*
0
00000
0
00020


0
44100*
0
43900*
0
00000


41
PCB-1248
0
08570*
0
08530*
0
00000
0
00020


0
44100*
0
43900*
0
00000


42
PCB-1254
0
08570*
0
08530*
0
00000
0
00020


0
44100*
0
43900*
0
00000


43
PCB-1260
0
08570*
0
08530*
0
00000
0
00020


0
44100*
0
43900*
0
00000


46
CHLOROMETHANE
0
03120
0
03110
0
00000
2
00000


0
16100
0
15900
0
00000


47
DICHLOROMETHANE
8
67000*
8
63000*
0
02830
2
00000


44
60000*
44
40000*
0
41400


48
CHLORODIBROMO-
8
58000
8
54000
0
00906



METHANE
44
20000
43
90000
0
13300


4?
DICHLOROBROMO-
8
63000*
8
59000*
0
03680
2
00000

METHANE
44
40000*
44
20000*
0
53900


50
TRIBROMOMETHANE
4
20000*
4
26000*
0
00000
2
00000


22
00000*
21
90000*
0
00000


51
TRICHLOROMETHANE
9
08000*
9
04000*
0
29900
2
10000


46
80000»
46
50000*
4
39000*


52
TETRACHLORO-
4
43000*
4
41000*
0
08490
n
c.
60000

METHANE
22
80000*
22
70000*
1
24000


56
1.1-DICHLORO-
8
57000
8
53000
0
00000



ETHANE
44.
10000
43
90000
0
00000


57
1. 2-DICHL0R0-
8
58000*
8
54000*
0
00962
7
00000

ETHANE
44
20000*
43
90000*
0
14100


58
1.1. 1-TRICHLORO-
0
10600
0
10700
0
06230
5300
00000

ETMANE
0
54700
0
54900
0
91200


9
(ft

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 19	CRITERIA
59 It1>2-TRICHLORO-
ETHANE
8 61000*
44 30000*
0 57000*
44 10000*
O 02550
0 37300
70000
60 1,1,2.2-TETRA-
CHLOROETHANE
5 54000*
28 50000*
5 52000*
28 40000*
0 73600
10 80000*
1 80000
63 1,1-DICHLORQ-
ETHENC
8 57000*
44 10000*
8 53000*
43 90000*
0 00000
O 00000
1 30000
64 TRANS-DICHLORO-
ETHENE
8 57000
44 10000
8 53000
43 90000
0 00000
O 00000
620 00000
65 TRICHLOROETMENE
8 57000
44 10000*
8 53000
43 90000*
0 OOOOO
0 OOOOO
21 OOOOO
66 TETRACHLORO-
ETHENE
4 29000*
22 10000*
4 27000*
21 90000*
0 OOOOO
0 OOOOO
2 OOOOO
70 HEXACHLOROCYCLO-
PENTADIENE
0 00001
0 00006
0 00001
0 00006
O OOOOO
0 OOOOO
0 39000
77 BIS(2-CHLORO-
ETHOXY) METHANE
0 05460
0 26100
0 05430
O 27900
0 OOOOO
O OOOOO
7B BENZENE
4 36000
22 40000*
4 34000
22 30000*
0 35500
5 19000
15 OOOOO
79 CHLOROBENZENE
4 28000
22 OOOOO*
4 26000
21 90000*
0 OOOOO
O OOOOO
20 OOOOO
E35 FTHVLRENZENE
5 59000
28 OOOOO
5 57000
28 70000
O OOOOO
O OOOOO
1100 OOOOO
B7 TOl.UENE
5 06000
30 20000*
5 83000
30 OOOOO*
0 45100
6 60000
17 40000
90 PHENOL
13 20000
67 80000
13 20000
67 OOOOO
4 74000
69 30000
600 OOOOO
92 2.4-DICHL0R0-
PHENOL
4 28000*
22 OOOOO*
4 26000*
?1 90000*
0 OOOOO
0 OOOOO
0 40000
m
z
o
33

98	2,4-DTMETHYL-
PHENOL
99	PARA-CHLORO-
I1F1 A--CRESOL
4 28000
OOOOO»
4 27000
22 10000«
4 26000
?1 90000*
4 3 7000
21 90000^
0 OOOOO
0 OOOOO
0 3P100
4 67000
9 70000
9, 70000

-------
TABLE 15-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC
POLLUTANT	POINT 17 POINT 18 POINT 17	CRITERIA
100 4,6-DINITRO-
ORTHO-CRESOL
0 00000
0 00000
0 00000
0 00000
0 16000
2 30000
12 80000
103 DI-N-BUTYL-
PHTHALATE
2 79000*
14 40000*
2 78000*
14 30000*
0 00000
O 00000
0 00500
104 DI-N-OCTYL-
PHTHALATE
0 65600
3 3B000
0 65300
3 36000
0 00000
O 00000
105 BIS(2-ETHYL-
HEXYL > PHTHALATE
1 12000
5 76000
1 11000
5 73000
0 00000
0 00000
10 00000
109 ANTHRACENE
0 85700
4 41000
0 85300
4 39000
0 00000
0 00000
114 BENZO (A) PYRENE
0 08570*
0 44100*
0 08530*
0 43900*
O 00000
0 00000
O 02400
115 CHRYSENE
0 08570
0 44100
0 08530
0 43900
0 00000
0 00000
116 DIBENZO 
ANTHRACENE
0 00055
O 00281
0 00054
0 00280
0 00000
O 00000
0 05400
117 FLUORANTHENE
0 00004
O 00018
0 00004
0 00018
0 00000
O 00000
200 00000
119 INDENOtl. 2, 3-CD>
PYRENE
0 00055
0 00281
0 00054
0 00280
O 00000
0 00000
120 NAPHTHALENE
4 31000
22 20000
4 29000
22 10000
0 00000
O 00000
143 OOOOO
121 PHENANTHRENE
0 00004
0 00018
0 00004
0 00018
0 OOOOO
0 OOOOO
122 PYRENE
0 08570
0 44100
0 08530
0 43900
0 OOOOO
0 OOOOO
124 DIPHENYL-
NITROSAMINE
0 00015
0 00076
0 00015
0 00075
0 OOOOO
O.OOOOO

-------
TABLE 15-4. YOUNGSTOWN, OH CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow
Calculation Point No.
No. Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
4 J& - BHC
Mean Flow














I

I
I

Low Flow














I

I
I

22 Antimony
Mean Flow



















Low Flow














I

I
I

23 Arsenic
Mean Flow
M
I/M
M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
M
I/M
I/M
M
Low Flow
M
I/M
M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
M
25 Beryllium
Mean Flow

I

I
I


I
I

I
I

I
I

I
I
I
Low Flow

I

I
I


I
I

I
I
I
I
I

I
I
I
26 Cadmium
Mean Flow
M
I

I
I
M
M '
I
I
H
I
I

I
I/M
I
I/M
I/M
I
Low Flow
M
I/M
M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
27 Chromium
Mean Flow

,







M




I

I
I

Low Flow
M
I
M
I
I
M
M
I
I
M
I
I
M
I
I/M

I/M
I/M
M
28 Copper
Mean Flow
M
I/M
M
I/M
I/M
M
M .
I/M
I/M
M
I/M
I/M

I/M
I/M

I/M
I/M
M
Low Flow
M
I/M
M
I/M
I/M
M
M
I/M
I/M
M
I/M
I/M
M
I/M
I/M
tl
I/M
I/M
I/M
29 Cyanides
Mean Flow
M
I

I
I
M
M
I
I
M
I/M
I

I
I/M
I
I/M
I/M
I
Low Flow
M
I/M
M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
l/M
30 Lead
Mean Flow














I

I
I

Low Flow
M
I
M
I
I
M
M
I
I

I
I
M
1
I
I
I
I
M
31 Mercury
Mean Flow
M
I

I
I
M
I/M
I
I
M
I
I
I
I
I
I
I
I

Low Flow
M
I/M
M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
M

-------
	
TABLE 15-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
10
19
32
Nickel
Mean Flow














I

I
I



Low Flow
M
I
M
M
M
M

I
I
M
I
I
M
I
I/M

I/M
I/M
M
33
Selenium
Mean Flow














I

I
I



Low Flow












I

I
I
I
I

34
Silver
Mean Flow
M
I/M
M
I/M
I/M
M
I/M
I/M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
M
Low Flow
M
I/M
M
I/M
I/M
I/M
I/M
I/M
I/M
M
I/M
1/11
I/M
I/M
I/M
I/M
I/M
I/M
M
35
Thallium
Mean Flow















I



Low Flow






I





I


I



36
Zinc
Mean Flow









M




I

I
I

Low Flow
M
I
M
I
I
M
M
I/M
I/M
M
I/M
I/M
M
I/M
I/M
I
I/M
I/M
M
37
PCB-1016
Mean Flow














I

I
I



Low Flow














I

I
I

38
PCB-1221
Mean Flow














I

I
I



Low Flow














I

I
I

39
PCB-1232
Mean Flow














I

I
I

Low Flow














I

I
I

40
PCB-1242
Mean Flow














I

I
I

Low now














I

I
I

41
PCB-1240
Mean Flow














I

I
1

Low Flow














I

I
I

8
m
z
o
z
ro
m
x
(/>

-------
TABLE 15-4. (Continued)
Priority Pollutant
Calculation Point No
No.
Name
Stream Flow
1
2
3
4
5
6
7
0
9
10
11
12
13
14
15
16
17
18
19
42
PCB-1254
Mean Flow














I

I
I

Low Flow














I

I
I

43
PCB-1260
Mean Flow














I

I
I

Low Flow














I

I
I

47
Dlchloromethane
Mean Flow














I

I
I

Low Flow












I

I
I
I
I



Mean Flow














I

I
I

49
Dichlorobromo
Methane
Low Flow














I

I
I

50
Trlbromomethane
Mean Flow














I

I
I



Low Flow














I

I
I

51
Trlchloromethane
Mean Flow














I

I
I

Low Flow
M

M


M
M


M


M

I/M

I/M
I/M
M
52
Tetrachloromethane
Mean Flow














1

I
I

Low Flow














I

I
I

57
1,2-Dichloro
Ethane
Mean Flow














I

I
I

Low Flow














I

I
I

59
1,1,2-Tr1chloro-
Ethane
Mean Flow














I

I
1

Low Flow














I

I
I

60
1,1,2,2-Tetra-
Chloroethane
Mean Flow
M




M



M




I

I
I

Low Flow
M
M
M
M
M
M
M
M
M
M
M
M
M
M
I/M
M
I/M
I/M
M

-------
TABLE 15-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No.
Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
63
1,1-Dichloroethene
Mean Flow














I

I
I

Low Flow














1

I
I



Mean Flow



















65
Trlchloroethene
Low Flow














I

I
I

66
Tetrachloroethene
Mean Flow














I

I
I

Low Flow














I

1
I

78
Benzene
Mean Flow



















Low Flow














I

I
I

79
Chlorobenzene
Mean Flow





















Low Flow














I

I
I

C7
Toluene
Mean Flow



















Low Flow














I
I
I
I

92
Phenol,
2,3-dichloro
Mean Flow














I

I
I


Low Flow














I

I
I

9a
Phenol,
2,4-dimethyl
Mean Flow



















Low Flow














1

1
I

99
in-Cresol,
p-chloro
Mean Flow



















Low Flow














I

1
1

103
Phthalate,
Ui-n-butyl
Mean Flow

1

1
I


I
I

I
1

I
I

I
1

Low Flow

I

I
I


I
1

I
1
I
I
I

1
I


-------
TABLE 15-4. (Continued)
Priority Pollutant
Stream Flow
Calculation Point No.
No. Name
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
114 Benzo (a)
pyrene
Mean Flow














1

I
I

Low Flow














I

1
I

116 Oibenzo (a,n)
anthracene
Mean Flow



















Low Flow















I












































Legend:
I
M
I+M
I/M
-	Indicates criteria exceeded due to industrial discharges
-	Indicates criteria exceeded due to municipal (POTW) discharges
-	Indicates criteria exceeded the combined effect of industrial and municipal discharges
-	Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.

-------
TABLE 15-5. FACILITIES NOT INCLUDED IN THE
YOUNGSTOWN, OH DILUTION STUDY*
NPDES #
FACILITY NAME
OH
0002313+
RMI Company - Ashtabula
OH
0010774**
National Steel Corp-Weirton Division
OH
0010863
RMI Company
OH
0010901
Target Stamped Products Corp
OH
0011193
Denman Rubber Manufacturing Co.
OH
0011207**
Copperweld Steel Company
OH
0011258
Rockwell International - Auto
OH
0011266**
Republic Steel Corp - Niles
OH
0011321+**
Youngstown Sheet & Tube - Youngstown
OH
0011363**
Wheeling - Pittsburgh Steel - Thomas Strip Div
OH
0011436
GMC - Packard Electric Div Inc.
OH
0011444+
GMC - Chevrolet Motor Div'
OH
0011941
Benada Alum Prod Co.
OH
0011991
Powell Pressed Steel Co.
OH
0012041+
AFC Corp
OH 0012301+
R&T Enterprises Inc - Petersburg
OH
0012319+
Keller Mines Inc - Mine #3
OH
0012351++
Wean United Inc - NPR
OH
0012378
Veon Ralph A - Peterburg Mine
OH
0012467+
East Fairfield Coal Co - E Mine
OH
0012475+
East Fairfield Coal Co - G Mine
OH
0012491++
FA Falcon Foundry Co - NPR
OH
0012688+
International Paper Co.
OH
0032948+
US Steel - Youngstown
OH
0033049
East Fairfield Coal Co - 5 Mine
OH
0034592
Mesmer Ted & Sons Inc
OH
0036269+
Trumball County - Bazetta #1
OH
0036277+
Trumball County - Allmans Subdiv
OH
0036285
Trumball County - Brookfield 1 & 2
OH
0036293+
Trumball County - Brookfield #4
OH
0036307+
Trumball County - Warren Champion 1A
OH
0036315+
Trumball County - Warren Champion IB
OH
0036323+
Trumball County - Warren Champion ID
OH
0036331+
Trumball County - Warren Champion IE
OH
0036340+
Trumball County - Newton
OH
0036358+
Trumball County - Liberty
OH
0036366+
Trumball County - Mineral Ridge
OH
0036374+
Trumball County - Vienna #1
OH
0036382+
Trumball County - Mosquito Creek SD -


Howl and Plaza
OH
0036404+
Trumball County - Mecca
OH
0036412+
Trumball County - Mosquito Creek SD
OH
0036421+
Trumball County - Mosquito Creek SD
OH
0037184+
Mahoning County - Craig Beach Pit
OH
0037192+
Mahoning County - Holiday Inn Pit
OH
0037206+
Mahoning County - Founder!ac Pit
OH
0037214+
Mahoning County - Ursuline Convent Pit
15-27
SCS ENGINEERS

-------
TABLE 15-5. (Continued)
NPDES #
FACILITY NAME
OH 0037222+
Mahoning County - Plamyra Road Pit
OH 0037231+
Mahoning County - Country Lane Pet
OH 0037257
Mahoning County - Linsenbigler Pit
OH 0037265+
Mahoning County - College Park Pit
OH 0037273+
Mahoning County - New Middletown Pit
OH 0037281+
Mahoning County - Sherwood Forest Pit
OH 0044237+
Trumball County Commissioners Metropolitan

SWR Dist
OH 0044857++
Union Carbide - Carbon Produts - NPR
OH 0044881++
Union Carbide Corp - Linde Div - NPR
OH 0044920++
Rockwell International - Newton Falls - NPR
OH 0045080++
3M Co - Warren - NPR
OH 0046159++
Union Carbide Corp - Linde Div - NPR
OH 0046621++
Ohio Edison Co - North Ave Pit -Youngstown-flPR
OH 0052256+
Union 76 Auto - Truck Plaza
OH 0056600
Thompson Mining Company
OH 0056936
AFC Corporation
OH 0060364
East Fairfield Coal Co.
OH 0061115
Bear Hollow Mining Co.
OH 0061123
Erskine Contracting Corp.
OH 0061697
Mesmer Ted & Sons Inc.
OH 0063193
Steel City Corp.
OH 0065129+
Whitacre Greer Fireproofing Co.
OH 0065269+
Alliance Stone Co. Inc.
OH 0065544
Ohio PWR Co - Central Ohio Coal Co.
OH 0065676
Dillon Bros Mining
OH 0066702
A & S Contracting Co.
OH 0067067
0 - TRA Industries Inc.
OH 0067580
R & T Enterprises Inc.
OH 0068349
Cardinal Coal Co
OH 0068365
Veon Ralph A Inc.
OH 0068390+
A & E Contracting Co.
Footnoes:
+ Permits not yet issued.
++ No permit required.
** Major discharger
* Facilities in Mahoning and Trumball Counties, OH not included due to data
unavailability or facility location.
15-28
SCS ENGINEERS

-------
SECTION 16
CHARLOTTE, NORTH CAROLINA DILUTION STUDY
The area initially designated for consideration in this study
included all of Gaston and Mechlenburgh Counties, NC. Following review
of the hydrologic features and the location of wastewater dischargers, the
unshaded area shown in Figure 16-1 was selected for further study. The
area selected was approximately 760 square miles in size.
Based on the available data on stream flow characteristics and
the distribution of wastewater dischargers in the study area, 9 stream
segments, or reaches, were selected (Figure 16-1) as follows:
Reach No.	Descri ption*
1	Catawba River above Mt. Island Lake
including Lake Norman
2	Catawba River from Mt. Island Lake tot
Paw Creek
3	Catawba River from (and including) Paw
Creek to Lake Wy1ie
4	South Fork Catawba River above Long Creek
5	South Fork Catawba River between Long
Creek and Lake Wylie
6	Lake Wy1ie
7	Crowders Creek above Lake Wylie
8	Sugar Creek and Irwin Creek
9	McAlpine Creek
As shown in Figure 16-2,11 calculation points were selected as
locations for comparing calculated river concentrations of the priority
pollutants with the available ambient water quality criteria. The
relationship between reaches and calculation points as well as relevant
flow information is shown in Table 16-1.
The discharges located on Figure 16-1 are described in Table 16-2.
As shown, a total of 81 discharges from 71 facilities in 28 SIC categor-
ies were included in the study. Facilities located in the counties
surveyed, but not included in the study because 1) they are located in
the shaded area shown in Figure 16-1; 2) no reliable data on discharge
* Reaches include all tributaries to the main stream described.
16-1
SCS ENGINEERS

-------
flow was available or; 3) the permit files could not be located, are
shown in Table 16-5.
Calculated river concentrations of the priority pollutants thought
to be discharged in the study area are shown in Table 16-3. Violations
of the ambient water quality criteria are indicated in Table 16-3 by
an asterisk, and summarized in Table 16-4. Note that the value for
total hardness used to define the water quality criteria for beryllium,
cadmium, chromium, copper, lead, nickel and zinc was 14 mg/1 (mean
total hardness from USGS Water-Supply Paper 1299, "The Industrial Utility
of Public Water Supplies in the United States, 1952." for the Catawba
Ri ver).
As shown, 111 of the priority pollutants were found to be discharg-
ed in the study area. Draft water quality criteria were available for
86 of the pollutants, and 38 pollutants were found to violate the
criteria in at least one location. Calculated river concentrations
exceeded the criteria for at least one constituent at all 11 calculation
points for both low flow conditions and mean flow conditions.
The violations shown in Table 16-4 are summarized as follows:
Violation Cause
Industrial only
Municipal only
Industrial or Municipal
Industrial plus Municipal
Number of Violations
Mean Flow	Low Flow
86
16
22
1
151
17
48
5
Thus, the majority of violations for both mean and low flow conditions
resulted from industrial discharges.
16-2
SCS ENGINEERS

-------
o>
I
GJ


-J
n>
CD
m
z
o
z
m
m
s
(/)
ei* is

MAN
MOUNTAIN
(SLAMD
CHARLOTTE
LEGEND
?/
NPDES MUNICIPAL DISCHARGERS
NPDES INDUSTRIAL DISCHARGERS
TEN (10) INDUSTRIAL DISCHARGERS
US03 GAGING STATIONS
CALCULATION POINT
M
SCALE
SMtLU
S3*00
8P*40'
Figure 16.1. Charlotte, NC dilution study area.

-------
LAKE
NORMAN
iii
o
REACH ~
_X^o
REACH
-r\
. O
\ ~X>,
MOUNTAIN
\ ISLAND
\ LAKE
LONG CREEK -
REACH
REACH
REACH
LAKE
WYUE
CROWDERS CREEK
REACH [7)
REACH HI
LEGEND
© CALCULATION POINT
0 REACH NUMBER
4.	Km)LOCATED AT
9	SUGAR CREEK
LOCATED BELOW THE CONFLUENCE
OF LITTLE SUGAR CREEK
Figure 16-2. Charlotte, NC dilution study area schematic.
	SCS ENGINEERS
16-4

-------
TABLE 16-1. REACH FLOW AND STRUCTURE - CHARLOTTE, NC
Calculation Mean Flow Low Flow+ Primary USGS Secondary USGS Reso-	Reach Nos.
Point No. (cfs)	(cfs) Gauging Sta. Gauging Sta. lution* 123456789 10
01
2300
470
A
X




02
2470
540
A
X
X



03
2488
542
E
X
X
X


04
723
110
E



X

05
796
129
A



X
X
06
3284
671
E
X
X
X
X
X
07
3330
682
E
X
X
X
X
X
08
145
8.6
A





09
3475
691
E
X
X
X
X
X
10
76
33
A





11
111
26
A





* Flow Data Resolution:
A = Flow Equal to Nearby Station
E= Flow Estimate from Model; Flow Unit Area, etc.
+ 7-day 10-year Low Flow

-------
TABLE 16-2. CHARLOTTE, NC DILUTION STUDY AREA POINT - SOURCE DISCHARGES
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC »1
NC-000-420-1
001
REEVES BROS CORNELIUS
TR OF MCDOWELL'S C
101
6
190006
BOTH
JAN -DEC
3079
NC-003-770—5
001
GENERAL TIME CORP-DAVIDSON
P TO LK .NORMAN
101
0
077400
COOLING
JAN -DEC
3873
NC—002-439—2
001
DUKE POWER-MCGUIRE NUCLEAR
LK NORMAN
101
3870
001000
COOLING
JAN -DEC
4911
NC-002-439-2
002
«
MTN ISLAND LK
101
1
210001
PROCESS
JAN -DEC
4911
NC-002-522-4
001
CORNELIUS WWTF
MCDOWELL C
101
0
217000
PROCESS
JAN -DEC
4952
NC-003-627-7
001
CHARLOTTE-MCDOWELL CREEK WWTP
MCDOWELL C
101
4
640005
PROCESS
JAN -DEC
4952
NC—002-495-3
001
CHARLOTTE-SMITHVILLE WTP
MCDOWELL C
101
0
077400
PROCESS
JAN -DEC
4952
NC-000-652-1
001
PIEDMONT PROCESSING EELMONT
CATAWBA R
102
0
077400
PROCESS
JAN -DEC
2211
NC—000-433-2
001
LEAKSVILLE WOOLEN MILLS
TR OF GUM B
102
0
013000
PROCESS
JAN -DEC
2221
NC-000-790-1
001
A t, E THREAD MILLS MT HOLLY
CATAWBA R
102
0
665001
PROCESS
JAN -DEC
2281
NC-000-413-8
001
SO TEX CHEM MOUNT HOLLY
CATAWBA R
102
0
144000
BOTH
JAN. -DEC
2865
NC—000—437-5
001
MARTIN MARIETTA SODYECO CHARL
CATAWBA R AT LONG C
102
3
400004
BOTH
JAN -DEC
2869
NC-002-354-0
001
BELMONT TEXTILE MACHINERY CO
FITES C
102
0
004640
OTHER
JAN -DEC
3552
NC—000-496-1
001
DUKE POWER-RIVERBEND STEAM
MTN ISLAND LK
102
842
000100
COOLING
JAN -DEC
4911
NC-000—496—1
002
*
MTN ISLAND LK
102
3
400004
PROCESS
JAN -DEC
4911
NC-000-478-2
001
DUKE POWER-MTN ISLAND HYDRO
CATAWBA R
102
801
000000
COOLING
JAN -DEC
4911
NC-002-210-1
001
BEATTIES FORD UTIL THE ERVI
MCINTYRE C
102
0
077400
PROCESS
JAN -DEC
4952
NC-003-14B-8
001
BEATTIES FORD UTIL
MCINTYRE C
102
0
077400
PROCESS
JAN -DEC
4952
NC-002-109-1
001
MOUNT HOLLY WTP
CATAWBA R
102
0
774001
PROCESS
JAN -DEC
4952
NC-002-115—6
001
MOUNT HOLLY IND WTP
CATAWBA R
102
1
860002
PROCESS
JAN -DEC
4952
NC-000-659-9
001
DUFF NORTON CHARLOTTE
TICER C
103
0
001660
PROCESS
JAN -DEC
3536
NC—000—497—9
001
DUKE POWER-ALLEN STEAM
SF ARM OF LK WYLIE
103
1080
001000
COOLING
JAN -DEC
4911
NC-OOO-497-9
002
*
LK WYLIE
103
11
600010
PROCESS
JAN -DEC
471 1

-------
TABLE 16-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS)
TYPE
SEASON
SIC #1
NC-003-686-2
001
WESTWOOD UTIL-CHARLOTTE
PAW C

103
0
774001
PROCESS
JAN -DEC
4952
NC-002-528-3
00!
WESTWOOD UTIL CO
PAW C

103
0
619001
PROCESS
JAN -DEC
4952
NC-002-707-3
001
COUNTRY MANOR
PAW C

103
0
009280
PROCESS
JAN -DEC
4952
NC-002-498-8
008
CHARLOTTE-LAKE WYLIE STP
CATAWBA R

103
0
000712
PROCESS
JAN -DEC
4952
NC-000—491-0
001
J P STEVENS STANLEY PLANT
D TO MAUNEY C
104
0
387000
PROCESS
JAN -DEC
2201
NC-OOO—491-0
002
*
MAUNEY C

104
0.
015500
PROCESS
JAN -DEC
2281
NC-OOO—491-0
003
*
MAUNEY C

104
0
049500
PROCESS
JAN -DEC
2281
NC—004—100-9
001
HIGH SHOALS MILLS INC
SF CATAWBA
R
104
0
02320O
PROCESS
JAN -DEC
2282
NC-002-831-2
001
CHERRYVILLE-SIMPSON LAGOON
INDIAN C

104
0
309000
PROCESS
JAN -DEC
4952
NC-003-140-2
001
HEAVNER LAGOON
BEAVERDAM C

104
0
464001
PROCESS
JAN -DEC
4952
NC-002-404-0
001
HI SHOALS-SCHOOL ST STP
SF CATAWBA
R
104
0
012400
PROCESS
JAN -DEC
4952
NC-002-417-1
001
HI SHOALS-SCHOOL HOUSE STP
SF CATAWBA
R
104
0
013900
PROCESS
JAN -DEC
4952
NC-002-415-5
001
HI SHOALS-RIVER ST STP
SF CATAWBA
R
104
0
027800
PROCESS
JAN -DEC
4952
NC-002-003-6
001
STANLEY STP
MAUNEY C

104
1
310002
PROCESS
JAN -DEC
4952
NC-000-603-3
001
BURLINGTON LORD PLT CRAMERTON
SF CATAWBA
R
105
6
190006
PROCESS
JAN -DEC
2262
NC-000-644-1
001
GUILFORD MILLS-LOWELL PLT
SF CATAWBA
R
105
1
160001
PROCESS
JAN -DFC
2269
NC-003-178-0
001
TEXTILES-REX MILLS PLT «2
DILLARD C

105
0
015500
COOLING
JAN -DEC
2201
NC-000-608-4
001
BURLINGTON RANLO OASTQNIA
DUHARTS C

105
0
092000
BOTH
JAN -DEC
2201
NC—003-449-5
001
EACLE YARN MILLS-BELMONT
SF CATAWBA
R
105
0
054100
OTHER
JAN -DEC
2281
NC-000-603-3
002
«
DUHARTS C

105
0
077400
PROCESS
JAN -DEC
2281
NC-000-603-3
006
*
SF CATAWBA
R
105
0
004640
BOTH
JAN -DEC
2281
NC-003-074-1
001
STOWE SPINNING CO
TR OF SF CATAWBA R
105
0
046400
OTHER
JAN. -DEC
2281
NC-000-481-2
001
PHARR YARNS SPACE DYE DIV
SF CATAWBA
R
105
0
774001
PROCESS
JAN -DEC
2283
NC-000-527-4
' 001
CROMPTON & KNOWLES CORP-LOWEL
SF CATAWBA
R
105
0
464001
PROCESS
JAN -DEC
2865

-------
TABLE 16-2. (Continued)
s
Z
E?
z
m
m
X)
W
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS >
TYPE
SEASON
SIC #1
NC-004-178-5
001
HAYS FLUID CONTROL DIV-ZURN
TR OF HOUSERS B
105
0
011600
OTHER
JAN -DEC
3494
NC-000-668-8
001
ZURN IND-GASTONIA
HOUSERS D
105
0
026300
OTHER
JAN -DEC
3552
NC-002-541-1
001
WIX CORP-GASTONIA
TR OF LONG C
105
0
029400
COOLING
JAN -DEC
3569
NC-002-0ie-4
001
GASTONIA-LONG CREEK WTP
LONG C
105
6
500006
PROCESS
JAN -DEC
4952
NC-002-131-8
001
RANLO WTP
TR OF LONG C
105
0
155000
PROCESS
JAN -DEC
4952
NC-003-342-1
001
COLLEGE PARK S/D WWTF
L LONG C
105
0
464001
PROCESS
JAN -DEC
4952
NC-002-096-6
001
SPENCER MOUNTAIN WTP
SF CATAWBA R
105
0
067600
PROCESS
JAN -DEC
4952
NC—002—586-1
001
LOWELL—STP
SF CATAWEA R
105
0
309000
PROCESS
JAN -DEC
4952
NC—002-005-2
001
MCADENVILLE WTP
SF CATAWBA R
105
0
108000
PROCESS
JAN -DEC
4952
NC—000-578-9
001
WESTINGHOUSE ELEC CHARLOTTE
CATAWBA C
106
34
000040
COOLING
JAN -DEC
3511
NC-002-019-2
001
GASTONIA-CATAWB A CREEK WTP
CATAWEA C
106
9
130009
PROCESS
JAN -DEC
4952
NC—000—488-0
001
J P STEVENS RAGAN PL GASTONIA
OATES C
107
0
041800
PROCESS
JAN -DEC
2281
NC-000-517-7
001
LITHIUM CORP BESSEMER CITY
TR OF ADERNATHY C
107
2
320003
PROCESS
JAN -DEC
2819
NC-003-279-4
001
PETTY MACHINE CO
CROWDERS C
107
0
004640
COOLING
JAN -DEC
3545
NC-000-523-1
001
TEXTRON HOMELITE GASTONIA
TR TO CROWDERS C
107
0
144000
PROCESS
JAN -DEC
3546
NC-000-411-1
003
A B CARTER GASTONIA
CROWDERS C
107
0
030900
PROCESS
JAN -DEC
3552
NC-003-505-0
001
AIRTOWNE MILLS-GASTONIA
CROWDERS C
107
0
007740
PROCESS
JAN -DEC
4952
NC-000-551-7
001
ARMOUR AND CO CHARLOTTE
STEWART C
108
0
015300
PROCESS
JAN -DEC
2013
NC-000-421-9
OOl
UNION CARBIDE CHARLOTTE
STEWART C
108
0
030900
PROCESS
JAN -DEC
2813
NC-002-827-4
001
ARMSTRONG CORK CO CHARLOTTE
COFFEY C
108
0
012100
PROCESS
JAN -DEC
2821
NC-003-431-2
001
INMONT CORP-CHARLOTTE
SUGAR C
108
0
015500
COOLING
JAN -DEC
2893
NC-000-460-0
001
GENERAL TIRE %, RUBBER CHARLOT
COFFEY C
108
0
0B9700
PROCESS
JAN -DEC
301 1
NC-000-460—0
002
*
COFFEY C
100
0
077400
PROCESS
JAN -DEC
301 1
NC-000—460-0
003
%
BIG SUGAR C
.108
0
034000
PROCESS
JAN -DEC
301 1

-------
TABLE 16-2. (Continued)
NPDES NUMBER
PIPE NO
FACILITY NAME
RECEIVING WATER NAME
REACH NO
FLOW (CFS >
TYPE
SEASON
SIC #1
NC-004-034-7
001
PRECISION THERMOPLASTICS CORP
TR OF
SUGAR C
108
0
092800
BOTH
JAN -DEC
3079
NC-OOO—775—1
001
MILLIARD LEAD PROD CHARLOTTE
D to :
[RWIN C
108
0
007740
OTHER
-
3341
NC-000-628-9
001
BOULIGNY CO
TR OF
IRWIN C
108
0
000309
PROCESS
JAN -DEC
3569
NC-000—628-9
002
»
TR OF
IRWIN C
108
0
002780
PROCESS
JAN -DEC
3569
NC-003-502-5
001
CHARLOTTE—HOSKINS WTP
TR OF
STEWART C
108
0
464001
PROCESS
JAN -DEC
4952
NC—002—494-5
001
CHARLOTTE-IRWIN CREEK WTP
IRWIN
C
108
13
700020
PROCESS
JAN -DEC
4952
NC-002-493-7
001
CHARLOTTE-SUGAR CREEK WTP
SUCAR
C
108
15
000020
PROCESS
JAN -DEC
4952
NC-003-831-8
001
ACADEMY STEEL DRUM-MATTHEWS
TR OF
FOURMILE C
109
0
000774
COOLING
JAN -DEC
3325
NC-002-015-0
001
MATTHEWS STP
TR OF
FOUR MILE C
109
0
774001
PROCESS
JAN -DEC
4952
NC-002-497-0
001
CHARLOTTE-MCALPINE CREEK WTP
MCALPINE C
109
25
400030
PROCESS
JAN -DEC
4952

-------
TABLE 16-3. PRIORITY POLLUTANT CONCENTRATIONS (ppb) NEAR CHARLOTTE, NC
AVERACE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC	CALC.	CALC	CALC	CALC	CALC
POLLUTANT	POINT I POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT
1	ACROLEIN
2	ALDRIN
O 00000
O 00000
0 00000
0 00000
0 00366
0 01670
0 00003
0 00014*
O 00363
0 01670
0 00003
0 00014*
O 00000
O 00000
0 00000
O 00000
0 05830
0 35900
o ooose*
0 00360*
0 01690
0 08260
0 00016*
0 00081*
0 01670
0 08130
0 00016*
0 00079*
0 00000
0 00000
0 00000
0 00000
3	ALPHA-BHC
4	BETA-BHC
O 00000
O OOOOO
0 OOOOO
0 OOOOO
0 00016
0 00072
0 00016
0 00072
O 00016
O 00071
0 00016
O 00071
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00272
0 01790*
0 00292
0 01790
0 00082
O 00404
0 00082
0 00404
0 00081
0 00397
0 00081
0 00397
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
5	GAMMA-BHC
(LINDANE)
6	DELTA-DHC
7 CHLORDANE
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00016
0 00072
0 00016
0 00072
0 00003
0 00014
O 00016
O 00071
O 00016
0 00071
0 00003
0 00014
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 00292
0 01790
0 00292
0 01790
0 OOOOO
O OOOOO
0 00082
0 00404
0 00082
0 00404
0 00002
0 00012
O 00081
0 00397
0 00081
0 00397
0 00002
0 00011
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
8 DDD
9 DDE
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 00003
0 00014
0.00003
0 00014
0 00003
O 00014
0 00003
0 00014
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 00058*
0 00360*
O 00002
0 00012
0 00016
0 00081*
0 00002
0 00011
0 00016
0.00079*
OOOOO
OOOOO
OOOOO
OOOOO
10 DDT
11 DIFLDRIN
12 ALPHA-ENDOSULFAN
13 BCTA-ENDOSULFAN
14	CNDOSULFAN
SULFATE
15	ENDRIN
16 EUDRIN ALDEHYDE
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00003
0 00014
0 00003
O 00014*
0 00003
0 00014
0 00003
0 00014
0 00003
O 00014
0 00003
O 00014
0 00003
0 00014
0 00003
O 00014
O 00003
O 00014*
O 00003
O 00014
O 00003
O 00014
0 00003
O 00014
0 00003
O 00014
0 00003
0 00014
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO*
0 00360*
O 00050
O 00360
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 00058
0 00360*
0 00009
O OOOOO
0 00002
0 00012
0 00016*
0 000B1*
0 00016
O 00001
0 00002
0 00012
0 00002
O 00012
0 00016
0 00001
0 00002
O 00012
0 00002
0 00011
0 00016*
0 00079*
0 00016
0 00079
0 00002
0 00011
OOOOO
OOOOO
00002
0001 1
0 00016
0 0007?
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
00002
00011
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
OOOOO
CRITERIA
1 20000
0 00005
0 01600
0 02800
O 05400
0 02100
0 OP400
0 00023
0 00023
0 00023
0 00005
O 04200
0 04,-?00
0 00200

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC.
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
17
HEPTACHLOR
0
00000
0
00003
0
00003
0
00000
0
00000
0
00002
0
00002
0
00000
0
00023


0
00000
0
00014
0
00014
0
00000
0
00000
0
00012
0
00011
0
00000


18
HEPTACHLOR
0
00000
0
00003
0
00003
0
00000
0
00058*
0
00016
0
00016
0
00000
0
00023

EPOXIDE
0
00000
0
00014
0
00014
0
00000
0
00360*
0
00081*
0
00079*
0
00000


19
ISOPHORONE
0
00000
0
00157
0
00156
0
00000
1
0.
00000
0
ooiia
0
00116
0
00000
460
00000


0
00000
0
00717
0.
00714
0
00000
0
00000
0
00577
0
00567
0
00000


20
TCDD
0
00000
0
00003*
0
00003*
0
00000
0
00000
0
00002*
0
00002*
0
00000
0
00000


0
00000
0
00014*
0
00014*
0
00000
0
00000
0
00012*
0
00011*
0
00000


21
TOXAPHENE
0
00000
0
00016
0
00016
0
00000
0
00000
0
00012
0
00012
0
00000
0
00050


0
00000
0.
00072*
0
00071*
0
00000
0
00000
0
00058*
0
00057*
0
00000


22
ANTIMONY
0
26200
1
07000
3.
39000
0
32800
5
26000
3
85000
3
79000
8
75000
120
00000


1
28000
4
89000
15
60000
2
16000
32
40000
18
80000
18
50000
148
00000*


23
ARSENIC
0
27500»
1
09000*
3
42000*
0
34600*
5
33000*
3
88000*
3
84000*
0
74700*
0
02000


1
35000*
4
98000*
15
70000*
2
27000*
32
90000*
18
90000*
18
80000*
12
60000*


25
BERYLLIUM
0
26200*
0
93300*
3
26000*
0
00000
0
29200*
2
54000*
2
50000*
0
60300*
0
03410


1.
28000*
4
27000*
14
90000*
0
00000
1
79000*
12
40000*
12
20000*
10
20000*


36
CADMIUM
0
28400*
1
lOOOO*
3
43000*
0
35800*
5
38000*
3
90000*
3
88000*
8
75000*
0
12300


1
39000*
5
04000*
15
80000*
2
35000*
33
20000*
19
10000*
18
90000*
148
00000*


27
CHROMIUM
0
64900
1
63000
4
05000
0
86200
7.
46000
4
88000
5
31000
8
76000
50
00000


3.
17000
7.
47000
18
60000
5
66000
46
00000
23
90000
25
90000
148
00000*


28
COPPER
0
47700
1
38000*
3.
76000*
0.
62500
6
48000*
4
42000*
4
63000*
8
75000*
0
79900


2
\
33000*
6
33000*
17
30000*
4
11000*
39
90000*
21
60000*
22
60000*
148
00000*


29
CYANIDES
1
0
04290
0.
06780
0
07920
0
05930
10
10000*
2
49000*
2
52000*
17
20000*
1
40000


0
21000
0.
30900
0
36400
0.
38900
62
10000*
12
20000*
12
30000*
290
00000*


30
LEAD
0
40800
1
28000
3
64000*
0
52900
6
09000*
4
24000*
4.
36000*
8
75000*
1
85000


1
99000*
5.
07000*
16.70000*
3
48000*
37
60000*
20
70000*
21
30000*
148
00000*


31
MERCURY
0
26400*
0.
93800*
3.
56000*
0.
00237
0
30100*
2
55000*
2.
51000*
8
60000*
0
08000


1
29000*
4
29000*
14
90000*
0.
01560
1
86000*
12
50000*
12
30000*
145
00000*


32
NICKEL
0
54100
1.
48000
3.
87000
0.
71400
6
05000*
4
59000
4
09000
0.
75400
5
10000


n
c.
65000
6
75000*
17
80000*
4
69000
42.30000*
22
50000*
23
90000*
12
70000*


33
SELENIUM
0.
26700
1.
08000
3.
40000
0
33400
5.
28000
3
86000
3.
01000
0.
74700
9
/OOOO


l
30000
4.
93000
15.
60000*
2
19000
32
60000*-
18. 90000*
18
60000*
12.
60000*



-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC.	CALC.	CALC	CALC.	CALC	CALC
POLLUTANT	POINT I POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8	CRITERIA
34	SILVER
35	THALLIUM
36	ZINC
38 PCB-1221
3? PCB-1232
40	PCB-1242
41	PCB-1248-
44 2-CHL0R0-
NAPHTHLENE
46 CHLOPOMETHANE
47 DICHL0R0METHANE
48 CHLOPODIBROMO-
I1ETHANE
47 DICHLOROBROMO-
I1ETHANE
50 1 R I DR0I1OMETHANE
51 TP ICHLOROMETHANE
52	TETRACHLORO-
METHANE
53	in ICIll rjl(UI LUORO-
I1E.THANE
0	29900"
1	46000*
O 00000
0 00000
O 53600
2	62000
0 00000
0 00000
0 00000
O 00000
0 00000
O 00000
0 00000
O 00000
O 00000
O. 00000
0 00000
0 00000
O 05350
O 26200
0 05280
0 25800
0 05390
O 26400
0 O2620
0 12000
0 06380
0 31200
O 00322
O 01580
O OOOOO
0 OOOOO
1 12000*
5 14000*
0 00263
0 01200
0 91900
4. 20000
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O 21600
0.90600
0 18700
0.85600
0 18900
0 86300
0 07330
0 42700
0	23100
1	06000
0 00469
0 02140
0 03750
0 12600
3	46000*
15 90000*
0 00295
0	01360
1	05000
4	83000
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 68100
3 12000*
0 65200
2	99000
0 65400
3	OOOOO*
0	32600
1	49000
O 69800
3 21000*
O 00550
O 02520
0 02710
0 12500
O 37900*
2 49000*
0 OOOOO
0	OOOOO
1	07000
7 03000
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
O OOOOO
O OOOOO
0 OOOOO
O 06720
O 44100
0 00047
O 00312
O 00193
O 01270
0 OOOOO
0 OOOOO
0 08140
O 53500
O 00445
0 02920
0 06V/0
0 43200
5	47000*
33 70000*
4 62000*
28 50000*
8 03000
49 50000*
0 00058*
0 00360*
0 00058*
0 00360*
0 00058*
0 00360*
0 00058*
0 00360*
0 00058
0 00360
0	98200
6	06000*
1	06000
6 53000*
0 06030
0 37200
0 06630
O 10900
0 02920
0	17900
1	12000
6	89000*
O 04750
0	29300
1	. I '>000
7	0900a
3 94000*
19 30000*
1	12000
5 49000*
2	74000
13 40000*
0 00014
0 00069*
0 00014
O 00069*
0 00014
0 00069*
0 00014
0 00069*
0 00014
O 00069
0	23800
1	16000
0 77200
3	78000*
0 50900
2	49000
0 51200
2	50000*
0	25400
1	24000
O 79900
3	91000*
O 01570
O 07680
0	V/'/OO
1	46000
3 94000*
19 20000*
1 11000
5 40000*
3 39000
16 60000*
0 00014
0 00068*
0 00014
O 00068*
0 00014
0 00068*
0 00014
o ooo6e*
O 00014
O 00068
0	23500
1	15000
0 76300
3 72000*
0 50200
2	4 5000
O 50600
2	47000*
0	?L»000
1	22000
0 80300
3	92000*
0 01960
0 09560
O 27'jOO
1. 44000
8 75000*
148 OOOOO*
8 60000*
145 OOOOO*
8 76000
148 OOOOO*
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 02890
0 48600
0 00001
0 00014
0 00003
0 00058
0 OOOOO
0 OOOOO
0 02910
0 49100
0 00008
0 00134
O O.'IIIIO
0 4 0600
0 00900
4 OOOOO
11 50000
0 00020
0 00020
0 00020
0 00020
OOOOO
OOOOO
2 OOOOO
2 OOOOO
2 10000
2 60000
n.'ooo ooooo

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8
54
DICHLORO-
0
00000
0
ooooo
0
ooooo
0
ooooo
0
05830
0
01410
0
01390
0
ooooo

DIFLUOROMETHANE
0
00000
0
ooooo
0
ooooo
0
ooooo
0
35900
0
06920
0
06810
0
ooooo
55
CHLOROETHANE
0
00000
0
ooooo
0
ooooo
0
ooooo
0
05830
0
01410
0
01390
0
ooooo


o
00000
0
ooooo
0
ooooo
0
ooooo
0.
35900
0
06920
0
06810
0
ooooo
56
1.1—DICHLORO—
0
00000
0
00053
0
00052
0
ooooo
0
05830
0
01450
0
01430
0
ooooo

ETHANE
0
00000
0
00241
0
00240
0
ooooo
0
35900
0
07110
0
06990
0
ooooo
57
1.2-DICHL0R0-
0.
00036
0
00053
0
00062
0
00050
0
06040
0
01510
0
01540
0
00001

ETHANE
o
00178
o
00243
0
00296
o
00331
0
37300
0
07390
0
07500
0
00015
58
1.1. 1-TRICHLORO—
0
00236
0
00344
0
00403
0
00326
0
01350
0
00632
0
00925
0
00006

ETHANE
0
01160
0
01570
0
01850
0
02140
0
08310
0
03090
0
04520
0
00098
59
1.1.2-TRICHL0R0-
0
00097
0
00141
0
00172
0
00133
0
16100
0
04030
0
04100
0
12100

ETHANE
o
00472
0
00643
0
007S9
0
00877
0
99300
0
19700
0
20000
2
03000
60
1.1.2, 2-TETRA-
0
02790
0
04090
0
04790
0
03850
0
23700
0
09380
0
12800
0
06090

CHLOROETHANE
0
13700
0
18700
0
22000
0
25300
1
46000
0
45900
0
62500
1
03000
61
HEXACHLOROETHANE
0
00000
0
ooooo
0
00002
0
OOOOO
0
02430
0
00590
0
00582
0
03010


o
00000
0
ooooo
o
00008
0
OOOOO
0.
14900
0
02890
0
02840
0
50800
62
CHLOROETHENE
0
00000
0
ooooo
0
OOOOO
o
OOOOO
0
05830
0
01410
0
01390
0
OOOOO

(VINYL CHLORIDE)
0
00000
0
ooooo
0
OOOOO
o
OOOOO
0
35900
0
06920
0
06810
0
OOOOO
63
1. 1-DICHLORO-
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0
98200
0
23800
0
23500
0
OOOOO

ETHENE
0
ooooo
0.
ooooo
o
OOOOO
0
OOOOO
6
06000#
1
16000
1
15000
0
OOOOO
64
TRANS-DICHLORO-
0
00000
0
ooooo
0
OOOOO
0
OOOOO
0
9e200
0
23800
0
235O0
0
OOOOO

ETHENE
0.
ooooo
0
ooooo
0
ooooo
0
OOOOO
6
06000
1
16000
1
15000
0
OOOOO
65
TRICHLOROETHENE
0
ooooo
0
03060
0
03040
0
06570
1
15000
0
30100
0
29700
0
14900


0
ooooo
0
13900
0
13900
0
43200
7.
09000
1.
48000
1
45000
2
52000
66
TETRACHLORO-
0
ooooo
0
01530
0
01520
0
03280
0
11200
0.
03880
0
03830
0
07470

ETHENE
0.
ooooo
0
06990
0
06990
0
21600
0
69400
0
18900
0
18700
1
26000
67
1,2-DICHL0R0
0
ooooo
0
00313
0
00311
0
OOOOO
0
05830
0
01650
0
01630
0
OOOOO

PROPANE
0
ooooo
0.
01430
0
01430
0
OOOOO
0.
35900
0
08070
0
07940
0
OOOOO
68
1,3-DICHLORO-
0
ooooo
0.
00313
0
00311
0.
OOOOO
0
05830
0
01650
0
01630
0
OOOOO

PROPENE
0
ooooo
0.
01430
0.
01430
0
OOOOO
0
35900
0
08070
0
07940
0
OOOOO
69
HEXACHLORO-
0
ooooo
0
OOOOO
0.
OOOOO
0
ooooo
0
01460
0
00353
0
00348
0
OOOOO

BUTADIENE
0.
ooooo
0.
OOOOO
0
OOOOO
0
ooooo
0
08990
0.
01730
0.
01700
0
OOOOO
CRITERIA
3000 00000
7 00000
5300 00000
2 70000
1 80000
5 90000
517 00000
1	30000
620 00000
21 00000
2	00000
200 00000
0 63000
0 77000

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC	CALC	CALC	CALC	CALC	CALC	CALC
POLLUTANT	POINT 1 POINT 2 POINT 3 POINT 4 POINT 5 POINT 6 POINT 7 POINT 8	CRITERIA
72 BIS (2-CHL0R0-
ETHYL) ETHER
0 OOOOO
0 OOOOO
0 OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 05830
0 35900
0 01410
0 06920
0 01390
0 06B10
0 OOOOO
0 OOOOO
0 42000
73 BIS (2-CHLORO-
ISOPROPYL) ETHER
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 05830
0 35900
0 01410
0 06920
0 01390
0 06810
0 OOOOO
0 OOOOO
11 50000
74 2-CHL0R0ETHYL
VINYL ETHER
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
0.OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 05830
0 35900
0 01410
O 06920
0 01390
O 06810
0 OOOOO
O OOOOO
75 4-BROMOPHENYL
PHENYL ETHER
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 00583
0 03590
0 00141
0 00692
0 00139
0 00680
0 OOOOO
0 OOOOO
6 20000
78 BENZENE
0 O2750
0 13500
0 10900
O 49800
0	34200
1	57000
O 03460
O 22000
0 53300
3 29000
0	38800
1	89000
0	38400
1	88000
0 01450
O 24400
15 OOOOO
79 CHLOROBENZENE
0 OOOOO
0 OOOOO
0 01350
0.06160
0 01340
0 06140
0. 03280
0 21600
0 52600
3 24000
13800
67300
0. 13600
0.66200
0 01440
0 24300
30 OOOOO
80 1.2-DICHLORO-
BENZENE
0 02620
0 12800
0 10700
O 48900
0.33900
1 56000
0 03280
O 2160O
0 49700
3 06000
37800
85000
0	37200
1	82000
0 01440
O 24300
44 OOOOO
81 1.3-DICHUORO-
BENZENE
0 02620
0 12800
0 09330
0 42700
0	32600
1	49000
0. OOOOO
0 OOOOO
0.02920
0 17900
0
1
35400
34000
0 25000
1.22000
0 OOOOO
0 OOOOO
330 OOOOO
82 1.4-DICHL0R0-
BENZENE
0 01310
0 06420
O 04670
0 21300
0 16300
O.74800
O OOOOO
0 OOOOO
0	24600
1	51000
18300
89500
0 18000
0 88100
0 OOOOO
0 OOOOO
190 OOOOO
83 1.2.4-TRICHL0R0-
BENZENE
0 OOOOO
O OOOOO
0 00275
0 01260
0 00273
O 01250
0. 00657
0 04320
0 10500
0 64900
02760
13500
0 02720
0 13300
0 00288
0 04860
13 OOOOO
84 HEXACHLORO-
BENZENE
O OOOOO
0 OOOOO
0 00275
O 01260*
O 00273
0 01250*
0 O0657*
O 04320*
O 00694»
0 01280*
0 00375
0 01830*
0 00370
0 01800*
0 00288
O 04860*
0 00500
85 ETHYLBENZENE
0 OOOOO
O. OOOOO
0 01370
O 06280
0.01360
O 06260
0 03280
O 21600
0 52600
3 24000
0 13800
O 67400
0 13600
O 66300
0 01440
O 24300
1 100 OOOOO
86 NITROBENZENE
0. OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0. OOOOO
0 02920
0 17900
0 00707
0 03460
0 00697
0 03400
O OOOOO
O OOOOO
30 OOOOO
87 TOLUENE
88 2, 4-DINITRO-
TOLUENE
O. 03120
O 15300
0. OOOOO
0. OOOOO
O 11400
O 52300
0 OOOOO
0 OOOOO
0	34800
1	59000
0. OOOOO
0 OOOOO
O 03970
O. 26100
0 OOOOO
0.OOOOO
0. 55400
3 42000
0 02920
0 17900
0	39800
1	95000
0.00707
0.03460
0	39900
1	95000
0 00697
0 03400
O 01450
O 24500
0 OOOOO
0 OOOOO
17 40000
0 74000
89 2.6-DINITRO-
TOLUENE
O OOOOO
O OOOOO
O OOOOO
O OOOOO
0 OOOOO
0. OOOOO
O OOOOO
0 OOOOO
O 02920
O 17900-
O 00707
0 03460
0 00697
O 03400
O OOOOO
0 OOOOO

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC
CALC
CALC
CALC
CALC
CALC



POLLUTANT
POINT 1
POINT 2
POINT 3
POINT 4
POINT 5
POINT 6
POINT 7
POINT 8
CRITERIA
90
PHENOL
0
19400
0
35100
0
62500
0
26400
1
48000
0
83300
1.
04000
0
01860
600
OOOOO


0
94700
1
60000
2
87000
1
74000
9
14000
4
08000
5
05000
0
31300


91
2-CHLOROPHENOL
0
00000
0
01350
0
01340
0
03280
0
52600*
0
13800
0
13600
0
01440
0
30000


0
00000
0
06160
0
06140
0
21600
3
24000*
0
67300*
0
66200*
0
24300


92
2,4-DICHLORO-
0
00000
0
01350
0
01340
0
03280
0
06380
0
02560
0
02530
0
01440
0
40000

PHENOL
0.
00000
0.
06160
0
06140
0
21600
0
39400
0
13500
0
12300
0
24300


93
2,4.6-TRICHLORO—
0
01310
0
05350
0
16900
0
01640
0
26300
0
19200
0
18900
0
00721
52
OOOOO

PHENOL
0
06420
0
24500
0
77900
0
10800
1
62000
0
94100
0
92600
0
12200


94
PENTACHLORO-
0
00000
0
00275
0
00273
0
00657
0
10500
0
02760
0
02720
0
00288
6
20000

PHENOL
0
ooooo
0
Ol 260
0
01250
o
04320
0
64900
0
13500
0
13300
0
04860


95
2-NITROPHENOL
0
00000
0
01350
0
01340
0
03280
0
06380
0
02560
0
02530
0
01440
9
70000


0
ooooo
0
06160
0
06140
0
21600
0
39400
0
12500
0
12300
0
24300


96
4-NITROPHENOL
0
ooooo
0
OOOOO
0
OOOOO
0
OOOOO
0
02920
0
00707
0
00697
0
OOOOO
9
70000


0
ooooo
0
OOOOO
0
OOOOO
o
OOOOO
0
17900
0
03460
0
03400
0
OOOOO


97
2,4-DINITRO-
0
ooooo
0
OOOOO
0
OOOOO
0
OOOOO
0
01460
0
00353
0
00348
0
OOOOO
68
60000

PHENOL
0
ooooo
0
OOOOO
0
OOOOO
0
OOOOO
0
08990
0
01730
0
01700
0
OOOOO


98
2,4-DIMETHYL-
0
ooooo
0
01370
0
01360
0
03280
0
06380
0
02580
0
02540
0
01440
9
70000

PHENOL
0
ooooo
0
06280
0
06260
0
21600
0
39400
0
12600
0
12400
0
24300


79
PARA-CHLORO-
o
ooooo
0
01370
0
01360
0
03200
0
52600
0
13H00
0
13600
0
01440
9
/oooo

META-CKESOL
0
ooooo
0
06280
0
06260
0
21600
3
24000
0
6/100
0
66*300
0
24300


100
4,6-DJNITRO-
0
ooooo
0
OOOOO
0
OOOOO
0
OOOOO
0
01460
0
00353
0
00348
0
OOOOO
12
uoooo

ORTHO-CRESOL
0.
/
ooooo
0
OOOOO
0
OOOOO
o
OOOOO
0
08990
0
01730
0
01 700
0
OOOOO


101
DIMETHYL-
k
ooooo
0
OOOOO
0.
OOOOO
0
OOOOO
0
24600*
0
05950
0
05870
0
OOOOO
0
16000

PHTHALATE
0
ooooo
0
OOOOO
0
OOOOO
0
OOOOO
1
51000*
0
29100*
0
28700*
0
OOOOO


102
DIETHYL-
0
ooooo
0
00686
0
00681
0
01640
0
26300*
0
06090*
0
06790*
0
00721
0
06000

PHTHALATE
o
ooooo
0
03140
0
03130
0
10800*
1
62000*
0
33700*
o
33200*
0
12200*


103
DI-N-BUTYL-
0
01310*
0
05350*
0
16900*
0
01640*
0
26300*
0
19200*
0
18900*
0
00721*
0
00500

PHTHALATE
0
06420*
0
24500*
0
77900*
0
10800*
1
62000*
0
94100*
0
92600*
0
12200*


104
DI-N-OCTYL-
0
ooooo
0
OOOOO
0
OOOOO
0
OOOOO
0
24600
0
05950
0
05870
0
OOOOO



PHTHALATE
o.
ooooo
0
OOOOO
0
OOOOO
o
OOOOO
1
51000
0
29100
o
20700
0
OOOOO


105
B IS(2-l£ THYL-
o
ooooo
0.
00275
0
00273
o
00657
0.
10500
0
02760
0
02720
0
00203
10
OOOOO

HEXYL) PHTHALATE
0.
ooooo
0.
01260
0.
01250
0
04320
0
64900"
0
13500
0.
13300
0
04860



-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT
CALC.
POINT 2
CALC.
POINT 3
CALC
POINT 4
CALC.
POINT 5
CALC
POINT 6
CALC
POINT 7
CALC
POINT B
CRITERIA
106 BUTYL BENZYL-
PHTHALATE
0 00000
0 00000
00000
00000
0 00000
0 00000
0 00000
0 00000
0 04910
0 30300
0 01190
0 05830
0 01170
0 05730
0 00000
0 00000
107 ACENAPHTHENE
108 ACENAPHTHYLENE
109 ANTHRACENE
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
00005
00024
0 00000
0 00000
0 00005
0 00024
0 00005
0 00034
0 00000
0. 00000
0 00005
0 00024
0 00000
O 00000
0 00000
O 00000
0 ooooo
0 ooooo
0 09820
0 60600
0 00583
0 03590
0 09820
0 60600
O 02380
0 11700
0 00141
0 00692
02380
1 1700
O 02350
O 11500
0 00139
0.00680
O 02350
0 11500
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
20 OOOOO
110 BENZO (A)
ANTHRACENE
113 BENZO (GHI)
PERYLENE
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
0 00058
O 00360
0 00058
0 00360
0 00014
0 00069
0 00014
0 00069
0 00014
0 00068
0 00014
0 00068
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
115 CHRYSENE
117 FLUORANTHENE
118 FLUORENE
120 NAPHTHALENE
121 PHENANTHRENE
122 PYRENE
124	DIPHENYL-
NITROSAMINE
125	DI-N-PROPYL-
NITROSAMINE
129 ACRYLONITRILE
0 OOOOO
0 OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 OOOOO
0.OOOOO
0.OOOOO
0.ooooo
0 ooooo
0 ooooo
0 ooooo
V
0 ooooo
0.ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
o ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 01370
0 06280
0 ooooo
o ooooo
0 00027
0 00123
0 ooooo
0.ooooo
0.00137
0 00628
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0. ooooo
0 01360
0 06260
0 ooooo
0. ooooo
0 00027
0.00123
0 ooooo
0 ooooo
0.00136
0.00626
0.ooooo
0.ooooo
0 ooooo
0 ooooo
0. ooooo
o ooooo
0 ooooo
o ooooo
O 032B0
0 21600
0 ooooo
0 ooooo
0 00066
0. 00432
0 ooooo
o ooooo
0 00328
0 02160
0.ooooo
o ooooo
O 00058
O 00360
0 00583
0 03590
0 00583
0 03590
0 52600
3 24000
0 00583
0 03590
0 01050
0 06490
0 00292
0 01790
0 00347
0 02140
0. 05830
O 35900*
0 00014
O 00069
0 00141
O 00692
O 00141
0 00692
O 13800
0 67400
0 00141
0 00692
00275
01350
0 00071
O 00346
0 00187
0 00917
0 01410
O 06920
O 00014
O 000o8
0 00139
0 00680
0 00139
O.00680
O 13600
O 66300
O 00139
0 00680
0 00271
0 01330
0.00070
O 00340
0 00185
O 00902
O 01390
O 06810
0 OOOOO
O OOOOO
0 OOOOO
O OOOOO
O OOOOO
0 ooooo
O 01440
O 24300
0 OOOOO
0 OOOOO
0 00029
0 00486
0 OOOOO
O OOOOO
0 00144
0 02430
O OOOOO
O OOOOO
200 OOOOO
143 OOOOO
0 08000

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY
POLLUTANT
CALC
POINT 9
CALC
POINT 10
CALC.
POINT 11
CRITERIA
1	ACROLEIN
2	ALDRIN
3	ALPHA-BHC
4	BETA-BHC
5 GAMMA-BHC
(LINDANE)
0 01590
0 OS030
O 00016*
O 0007B*
O 00078
O 00392
O 00078
0 00392
0 00078
O 00392
O 01590
0 03670
O 00016*
0 00037*
0 00080
O 00183
0 00080
0 00183
0 00080
0 00183
0 00000
0 00000
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
1 20000
O 00005
0 01600
0 02800
0 05400
6	DELTA-BHC
7	CHLORDANE
8	ODD
0 00078
O 00392
0 00002
0 00011
0 00002
0 00011
0 00080
0 00183
0 OOOOO
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
0 ooooo
o ooooo
0 ooooo
0 ooooo
0 02100
0 02400
0 00023
9 DDE
O 00016
O.00078*
0 00016
0 00037*
0 ooooo
0 ooooo
0 00023
10 DDT
0 00002
0 00011
o ooooo
0 ooooo
o ooooo
0 ooooo
0 00023
11 DIELDrtlN
O 00016*
0 00070*
0 00016*
0 00037*
0 OOOOO
0 OOOOO
0 00005
12 ALPHA-CNDOSULFAN
O 00016
0 00078
0 00016
O 00037
0 OOOOO
0 OOOOO
0 04200
13 BETA-ENDOSULFAN
14 ENDOSULFAN
SULFATE
00002
00011
000^2
00011
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 OOOOO
0 ooooo
0 ooooo
0 04200
15 EHDRIN
00016
00078
0 00016
0 00037
0 ooooo
0 ooooo
0 00200
z
o
16 ENDRIN ALDEHYDE
00002
00011
0.OOOOO
O. OOOOO
0.OOOOO
0 OOOOO

-------
TABLE 16-3. (Continued)
PRIORITY
POLLUTANT
CALC.
POINT 9
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CALC
POINT 11	CRITERIA
CALC
POINT 10
17	HEPTACHLOR
18	HEPTACHLOR
EPOXIDE
19	ISOPHORONE
20	TCDD
21	TOXAPHENE
22	ANTIMONY
23	ARSENIC
25	BERYLLIUM
26	CADMIUM
27	CHROMIUM
28	COPPER
29	CYANIDES
30	LEAD
31	MERCURY
32	NICKEL
33	SELENIUM
0.00002
O 00011
0 00016
0 00078*
0.00111
0 00560
0.00002*
0 00011*
O 00011
0 00056*
3 99000
20 10000
3	71000*
18 70000*
2	42000*
12	20000*
4	08000*
20 50000*
5	45000
27 40000
4 81000*
24 20000*
3	13000*
15 80000*
4	55000*
22	90000*
2	77000*
13	90000*
4 71000
23	70000*
3	68000
18 50000*
0	00000
0	00000
0	00016
0	00037*
0	00000
0.00000
0	00000
0	00000
0	00000
0	00000
0	07960
0	18300
2	61000*
6	01000*
0	28300*
0	65200*
5	57000*
12	80000*
71	30000*
164	00000*
39	70000*
91	50000*
10	70000*
24	60000*
27	10000*
62	40000*
1	92000*
4	42000*
52	90000*
122	00000*
2	39000
5	51000
0 00000
0 00000
0. 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0 00000
0	00000
1	39000*
5 93000*
0 00000
0 00000
2	36000*
10 10000*
42 40000
181 00000*
23 60000*
101 00000*
4 71000*
20 10000*
16 00000*
68 40000*
0 18800*
0.80400*
30 60000*
131 00000*
0 47100
2 01000
0 00023
O 00023
460 00000
0 00000
0 00050
120 00000
0 02000
0 03410
0 12300
50 00000
0	79900
1	40000
1 85000
0 08000
5 18000
9 70000

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC



POLLUTANT
POINT 9
POINT 10
POINT 11
CRITERIA
34
SILVER
4
14000*
6 99000*
4
00000*
0.
00900


20
80000*
16 10000*
17
10000*


35
THALLIUM
1
42000
1 53000
0
00000
4.
OOOOO


7
14000*
3 52000
0.
00000


36
ZINC
3.
61000
100 00000*
58
90000*
11.
50000


18
20000*
231. 00000*
251.
00000*


39
PCB-1221
0
00013
0 00016
0.
00000
0
00020


0.
00067*
0 00037*
0
00000


39
PCB-1232
0
00013
0 00016
0.
00000
0
00020


0
00Q67*
0 00037*
O
00000


40
PCB-1242
0.
00013
0.00016
0
00000
0
00020


0
00067*
0 00037*
0
00000


41
PC8-1248
0
00013
0. 00016
0
00000
0
00020


0
00067*
0 00037*
0
ooooo


44
2-CHL0R0—
0
00013
0 00016
0
00000



NAPHTHLENE
0
00067
0. 00037
0
ooooo


46
CHLOROMETHANE
0
22500
0 02000
0
ooooo
2
OOOOO


1
13000
0.04610
0
ooooo


47
DICHLOROMETHANE
0
73200
0 25400
0
11800
2
OOOOO


3
68000*
0. 58400
0.
50300


48
CHLORODI8R0M0-
0.
48100
0 07900
0
03770



METHANE
2
42000
0 18200
0
16100


49
DICHL0R03R0M0-
0.
48500
0 27200
0
15300
2
OOOOO

METHANE
2.
44000*
0 62700
0
65400


50
TRIBROMOMETHANE
0
23900
0 00796
0
OOOOO
2.
OOOOO


1.
21000
0.01830
0.
ooooo


51
TRICHLOROMETHANE
0.
77100
2 15000*
1
25000
2.
10000


3
88000*
4.94000*
5
33000*


52
TETRACHLORO-
0
01880
0. 59900
0.
35300
2.
60000

METHANE
0
09440
1.38000
1.
51000


53 TRICHLOROFLUORO-
METHANE
0. 28400
1.43000
0 01370
0.03670
0.00000 32000 00000
0,00000

-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC
CALC
CALC


POLLUTANT
POINT 9
POINT 10
POINT 11
CRITERIA
54
DICHLORO—
0
01340
0
01590
0
00000
3000. 00000

DIFLUOROMETHANE
0
06720
0
03670
0
00000

55
CHLOROETHANE
0
01340
0.
01590
0
00000



0
06720
0
03670
0
00000

56
1,1-DICHLORO-
0
01370
0
01590
0
00000


ETHANE
0
06900
0
03670
0
00000

57
1,2-DICHL0R0-
0
01470
0
08290
0.
04000
7 00000

ETHANE
0
07410
0
19100
0.
17100

5e
1.1.1-TRICHLORO-
0
00886
0
43400
0
25900
5300 00000

ETHANE
0.
04460
0
99900
1.
11000

59
1.1,2-TRICHLORO-
0.
04430
0
19300
0
10600
2 70000

ETHANE
0
22300
0.
44500
0
45300

60
1,1.2.2-TETRA-
0
12500
5
15000*
3.
06000*
1 80000

CHLOROETHANE
0
63000
11
90000*
13
10000*

61
HEXACHLORDETHANE
0
00683
0
00000
0
00000
5. 90000


0
03440
0
00000
0
00000

62
CHLOROETHENE
0
01340
0
01590
0
00000
517 00000

(VINYL CHLORIDE)
0
06720
0.
03670
O
00000

63
1,l-DICHLORO-
0
22500
0
01590
0
00000
1. 30000

ETHENE
1.
13000
0
03670
0.
00000

64
TRANS-DICHLORO-
0
22500
0
01590
0.
00000
620 00000

ETHENE
1
13000
0
03670
0
00000

65
TRICHLOROETHENE
0
29100
0
01590
0.
00000
21. 00000


1.
46000
0.
03670
0
00000

66
TETRACHLORO-
0.
03980
0
02830
0.
00000
2.00000

ETHENE
0
19900
0
06520
0
00000

67
1.2-DICHLORO
0
01560
0.
01590
0
00000
200. 00000

PROPANE
0
07840
0
03670
0.
00000

68
1,3-DICHL0R0-
0.
01560
0
01590
0
00000
0.63000

PROPENE
0
07840
0
03670
0
00000

6?
HEXACHLORO-
o.
00334
0.
00398
0.
00000
0. 77000

BUTADIENE
o
01680
0
00917
0.
00000


-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT

PRIORITY
CALC.
CALC
CALC


POLLUTANT
POINT 9
POINT 10
POINT 11
CRITERIA
72
DIS (2-CHL0R0-
0
01340
0
01590
0
00000
0 42000

ETHYL) ETHER
0
06720
0
03670
0
ooooo

73
BIS (2-CHLORO-
0
01340
0
01590
0
00000
11 50000

ISOPROPYL) ETHER
0
06720
0
03670
0
ooooo

74
2-CHL0R0ETHYL
0
01340
0
01590
0
ooooo


VINYL ETHER
0
06720
0
03670
0
ooooo

75
4-BROMOPHENYL
0
00134
0
00159
0
ooooo
6 20000

PHENYL ETHER
0
00672
0
00367
0
ooooo

78
BENZENE
0
36900
0
26700
0
14100
15 OOOOO


1
86000
0
61500
0
60300

79
CHLOROBENZENE
0
13100
0
00796
0
ooooo
20. OOOOO


0
65700
0
01830
0
ooooo

80
1.2-DICHL0R0-
0
35700
0
00000
0
ooooo
44 OOOOO

BENZENE
1.
79000
0
00000
0
ooooo

81
1,3-DICHL0R0-
0
23900
0
00796
0
ooooo
230 OOOOO

BENZENE
1.
21000
0
01830
0
ooooo

82
I.4-DICHL0R0-
0
17300
0
00398
0
ooooo
190 OOOOO

BENZENE
0.
86900
0
00917
0
ooooo

83
1. 2, 4-TRICHLORO-
0
02620
0
00159
0
ooooo
13. OOOOO

BENZENE
0
13200
0
00367
0
ooooo

81
HEXrtCHLORO-
0
00366
0
00000
0
ooooo
0 00500

L1LNZCNE
0
01040*
0
00000
0
ooooo

05
cthylbi:nzcne
0
13100
0
00776
0
ooooo
1 I 00 ooooo


0
65UOO
0
01U30
0
ooooo

86
N1TRODENZENE
0
00668
0.
00796
0
ooooo
30. 00000


0
03360
0
01830
0
ooooo

r*.
CO
TOLUENE
0
38300
0
93700
0
54200
17. 40000


1
92000
2.
16000
2
31000

88
2. 4-DINITRO-
0
00668
0
00796
0
ooooo
0 74000

TOLUENE
0
03360
0
01830
0.
ooooo

89
2,6-DINITRO-
0
00668
0
00796
0
ooooo


TOLUENE
0
03360
0
01830
0.
ooooo


-------
TABLE 16-3. (Continued)
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
PRIORITY	CALC.	CALC.	CALC
POLLUTANT	POINT 9 POINT 10 POINT 11	CRITERIA
90 PHENOL
91 2-CHL0R0PHEN0L
0 99300
4 99000
0 13100
0 65700*
30 80000
70 90000
0 00796
0 01830
IB 40000
78 40000
0. 00000
0 00000
600 00000
0 30000
92 2.4-DICHL0R0-
PHENOL
0 02480
0 12500
0 00796
0 01830
O 00000
0 00000
0 40000
93 2,4,6-TRICHL0R0-
PHENOL
0 18200
0 91500
0 00398
0 00917
0 00000
0 00000
52 00000
94	PENTACHLORO-
PHENOL
95	2-NITR0PHEN0L
96 4-NITR0PHEN0L
O 02620
0 13200
0 02480
0 12500
0 00668
0 03360
0 02010
0 06460
0 00796
O 01830
0 00796
O 01830
O 00000
0 00000
0 00000
O 00000
O 00000
O 00000
6 20000
9 70000
9 70000
97	2.4-DINITRO-
PHENOL
98	2,4-DIMETHYL-
PHENOL
99	PARA-CHLORO-
I1ETA-CRES0L
0 00334
0 01680
O 02490
0 12600
0 13100
O 65800
0 00398
0 00917
0 00796
0 01830
0.00796
0 01830
0 00000
0 00000
0 00000
0 00000
0 00000
o ooooo
68.60000
9. 70000
9. 70000
100 4,6-DINITRO-
ORTHO-CRESOL
0 00334
0 01680
0 00398
0 00917
0 OOOOO
O OOOOO
12 80000
101 DIMETHYL-
PHTHALATE
0 05620
0 28300*
0 00398
O 00917
0 OOOOO
O OOOOO
0 16000
102	DIETHYL-
PHTHALATE
103	DI-N-BUTYL-
PHTHALATE
0 06540#
0 32900*
o leaoo*
O 91500*
0 01410
0 03260
0 00398
0 00917*
O OOOOO
0 OOOOO
O OOOOO
0 OOOOO
0 06000
0 00500
104 DI-N-OCTYL—
PHTHALATE
O 05620
0 28300
0 00398
0 00917
0 OOOOO
0 OOOOO
z
o
z
m
m
u
CO
105 B I S (2-ETHYL-
HEXYL) PHTHALATE
O 02620
O. 13200
0 00566
0 01300
O OOOOO
O OOOOO
10 OOOOO

-------
TABLE 16-3. (Continued)
PRIORITY
POLLUTANT
CALC
POINT 9
AVERAGE AND LOW FLOW CONCENTRATIONS PER CALCULATION POINT
CRITERIA
CALC
POINT 10
CALC
POINT U
Z
o
z
in
106
BUTYL BENZYL-
0
01130
0
00080
0
00000

PHTHALATE
0
05660
0
00183
0
00000
107
ACENAPHTHENE
0
02250
0
00159
0
00000


0
11300
0
00367
0
ooooo
108
ACENAPHTHYLENE
0.
00134
0
00159
0
00000


0
00672
0
00367
0
ooooo
109
ANTHRACENE
0
02250
0
00159
0
ooooo


0
11300
0
00367
0
ooooo
110
BENZO (A)
0
00013
0
00016
0
ooooo

ANTHRACENE
0
00067
0
00037
0
ooooo
113
BENZO 
0
00013
0
00016
0
ooooo

PERYLENE
0
00067
0.
00037
0
ooooo
115
CHRYSENE
0
00013
0
00016
0.
ooooo


0
00067
0
00037
0
ooooo
117
FLUORANTHENE
0
00134
0.
00159
0
ooooo


0
00672
0
00367
0
ooooo
118
FLUORENE
0
00134
0
00159
0.
ooooo


0.
00672
0.
00367
0
ooooo
120
NAPHTHALENE
0
13100
0
00796
0
ooooo


0
65800
0
01830
0
ooooo
151
PHENANTHRENE
0
00134
0
00159
0
ooooo


0
00672
0
00367
0
ooooo
122
PYRENE
0.
00261
0
00016
0
ooooo


0
01310
0
00037
0.
ooooo
124
DIPHENYL-
0.
00067
0.
00080
0
ooooo

NITROSAMINE
0
00336
0
00183
0
ooooo
125
DI -N-PROPYL—
0
00183
0
00000
0.
ooooo

NITROSAMINE
0
00921
0
00000
0
ooooo
129
ACRYLONITRILE
0.
01340
'0
01590
0
ooooo


o
06720
o.
03670
0
ooooo
20 00000
300 00000
143. 00000
0 OBOOO

-------
TABLE 16-4. CHARLOTTE, NC CRITERIA VIOLATIONS SUMMARY
Priority Pollutant
Stream Flow

Calcula
tion
Point
No.


No.
Name
1
2
3
4
5
6
7
8
9
10
11
2
Aldrin
Mean Flow




I
I
I

I
I



Low Flow

I
I

I
I
I

I
I

3
-BHC
Mean Flow













Low Flow




I






9
DDE
Mean Flow




I








Low Flow




I
I
I

I
I

11
Dieldrin
Mean Flow




I
I
I

I
I

Low Flow

I
I

I
I
I

I
I

l£i
Endrin
Mean F1ow













Low Flow




I






13
Heptachlor
Mean Flow




I







Epoxide
Low Flow




I
I
I

I
I

20
TCDD
Mean Flow

I
I


I
I

I




Low Flow

I
I


I
I

I


21
Toxaphene
Mean Flow













Low Flow

I
I


I
I

I


a
Antiuony
Mean Flow





-







Low Flow







I




-------
TABLE 16-4. (Continued)
Priority Pollutant
Stream Flow



Calculation Point
No.



No.
Name
1
2
3
4
5
6
7
8
9
10
11
23
Arsenic
Mean Flow
I
• I
I/M
I
I/M
I/M
I/M
I
I/M
I/M
M


Low Flow
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
I/M
25
Beryl!ium
Mean Flow
I
I
I

I
I
I
I
I
I



Low Flow
I
I
I

I
I
I
I
I
I

26
Cadmium
Mean Flow
I
I
I
I
I
I
I
I
I
I/M
M


Low Flow
I
I/M
I/M
I/M
I/M
1
I/M
I/M
I
I/M
I/M
M
27
Chromium
Mean Flow









M



Low Flow







I

M
M
28
Copper
Mean Flow

I
I

I/M
I
I/M
I
I/M
M
M
Low Flow
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I
I/M
M
M
29
Cyan i des
Mean Flow




I/M
I
I
I

I/M
M

Low Flow




I/M
I
I
I
I
I/M
M
30
Lead
Mean Flow


I

I
I
I
I
I
M
M


Low Flow
I+M
I
I
I
I/M
I/M
I/M
I
I/M
M
M
31
Mercury
Mean Flow '
I
I
I

I
I
I
I
I
I/M
M
Low Flow
I
I
I

I
I
I
I
I
I/M
M
32
Nickel
Mean Flow




I




M
M


Low Flow

I+M
I

I/M
I
I/M
I
I/M
M
M

-------
TABLE 16-4. (Continued)
Priority Pollutant
Stream Flow

Calculation Point
No.



No.
Name
1
2
3
4
5
6
7
8
9
10
11
33
Selenium
Mean Flow

.











Low Flow


I

I
I
I
I
I


34
Silver
Mean Flow
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I
I/M
I/M
M
Low Flow
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
I/M
35
Thallium
Mean Flow




I


I



Low Flow




I
I
I
I
I


36
Zinc
Mean Flow









M
M
Low Flow




I/M
I+M
I+M
I
KM
M
M
38
PCB-1221
Mean Flow




I








Low Flow




I
I
I

I
I

39
PCB-1232
Mean Flow




I








Low Flow




I
I
I

I
I

40
PCB-1242
Mean Flow




I








Low Flow




I
I
I

I
I

41
PCB-1248
Mean Flow *




I








Low Flow




I
I
I

I
I

46
Chloromethane
Mean Flow











Low Flow




I

¦





-------
TABLE 16-4. (Continued)
!
Priority Pollutant
Stream Flow


Calculation Point
No.


No.
Name
1
2
3
4
5
6
7
8
9
10
11
47
Dichloro-
Mean Flow

.










Methane
Low Flow


I

I
I
I

I


49
Dichlorobromo-
Methane
Mean Flow











Low Flow


I


I
I

I


51
Trichloromethane
Mean Flow









I+M



Low Flow


I


I
I

I
M
M
60
1,1,2,2-Tetra-
Chloroethane
Mean Flow









M
M

Low Flow









M
M
63
1,1-Dichloro-
Mean Flow












Ethene
Low Flow




I






84
Hexachloro-
Mean Flow



I
I






Benzene
Low Flow

I
I
I
I
I
I
I
I


91
2-Chlorophenol
Mean Flow




I








Low Flow




I
I
I

I


101
Di methyl-
Mean Flow




I







Phthalate
Low Flow




I
I
I

I


102
Diethyl -
Mean Flow




I
I
I

I



Phthalate
Low Flow



I
I
I
I •
I
I



-------
TABLE 16-4. (Continued)
Priority Pollutant
Stream Flow



Calculation Point
No.


No.
Name
1
2
3
4
5
6
7
8
9
10
11
103
Di-N-Butyl-
Mean Flow
I
•I
I
I
I
I
I
I
I



Phthalate
Low Flow
I
I
> I
I
I
I
I
I
I
I

129
Acrylonitrile
Mean Flow











Low Flow




I






cn
I
PO
CO
Legend:
I - Indicates criteria exceeded due to industrial discharges
M - Indicates criteria exceeded due to municipal (POTW) discharges
I+M - Indicates criteria exceeded the combined effect of industrial and municipal discharges
I/M - Indicates criteria exceeded by the sum of industrial and municipal discharges. In addition, either
industrial or municipal discharges alone would exceed the criteria.
m
z
2
a?
m
m
»

-------
TABLE 16-5. FACILITIES NOT INCLUDED IN THE
CHARLOTTE, NC DILUTION STUDY*
NPDES #
FACILITY NAME
NC 0004260**
Garlockprec Seal Gastonia
NC 0004481
Reeves Brothers Carolina Pit
NC 0005797**
Charlotte Pipe & Fdy Charlotte
NC 0005991
Burlington Pinnacle PI Chryvil
NC 0006751
Radiator Specialty Charlotte
NC 0020206**
Cherryville - Ballard STP
NC 0020281
Davidson STP
NC 0020826**
Bessemer City WWTP
NC 0021083
Huntersville Mecklenburg Co. - Hu
NC 0021181**
Belmont WTP
NC 0022845
A M Smyre Mfg Co.
NC 0024961**
Charlotte - Mallard Creek WTP
NC 0025216
Huntersville - WTP
NC 0029181
M & E Util
NC 0029220
McDowell Park WWTP
NC 0029521
Acme Spinning Co.
NC 0030210**
Mallard Creek WWTP
NC 0031453
Steeplechase S/D
NC 0034762
Goose Creek Utility - Charlotte
NC 0035688
Cherryville - Ballard WWTP
NC 0039128
Forshaw Chem - Charlotte
NC 0040550
Country Estates Util Co.
NC 0040690
AM Cyanamid Co 0 Charlotte
NC 0043621+
Cherryville WWTP
NC 0044318+
Belmont Converting Co. WWTP
NC 0044440+
Cherryville STP
Footnotes:
+ Permits not yet issued.
** Major dischargers.
* Facilities in Gaston and Mechlenburgh Counties, NC not included due to data
unavailability or facility location.
16-29
SCS ENGINEERS

-------
SECTION 17
CONCLUSIONS
The results of the fourteen area-specific dilution studies are
presented in Section 3 through 16. Due to the nature of the studies
conducted, comparison of study findings between study areas could be
misleading and would be of limited utility. However, comparison of
pollutants across all study areas indicates that relative frequency
with which various pollutants were found to cause criteria violations.
As shown in Table 17-1, 69 priority pollutants were found to violate
the proposed water quality criteria in at least one study area. The
number of pollutants found to violate the criteria at selected de-
grees of frequency are indicated below.
Number of Priority
Frequency of	Pollutants Violating Criteria
Violation (percent)	Mean Flow	Low Flow
20-49	4	5
50-74	3	6
75-	2	6
All of the pollutants found to violate the criteria at more than 20
percent of the calculation points studied were metals and cyanides
with the exception of six organics which consist of three aliphatics
and three aromatics.
17-1
SCS ENGINEERS

-------
TABLE 17-1. PRIORITY POLLUTANT WATER QUALITY CRITERIA VIOLATION SUMMARY
DILUTION STUDY AREA
l
ro
Priority Pollutant*
No. Name
Birmingham, AL
Coeur D'Alene, ID
Klngsport, TN
Scranton, PA
Passaic, NJ
Syracuse, NY
#
%
*
%
#
%
#
%
t
%
#
%
1 Acrolein




3
50










3
50






2 Aldrln
5
14


3
50


7
29


8
23


3
50


7
29


3 cC-BHC




3
50






1
3


3
50


6
25


4 jS"-BHC




3
50










3
50


6
25


5 -BHC




3
50










3
50


5
25


6 S -BHC




3
50






1
3


3
50






8 DDD
7
20










8
23










9 DDE
8
23


3
50


1
4


15
43


3
50


1
4


10 DDT
7
20






6
25
25


8
23






6


11 Die!drin
5
14


3
50


1
4


8
23


3
50


4
17


m
z
o
z
In
3J
(/>

-------
TABLE 17-1. (Continued)
I
CO
m
z
o
3D

Priority Pollutant*
No. Name
Birmingham, AL
Coeur D'Alene, ID
Klngsport, TN
Scranton, PA
Passaic, NJ
Syracuse, NY
#
%
#
%
»
%
#
I
#
%
9
%
15 Endrln




3
50






1
3

•
3
50


7
29


17 Heptachlor








7
29










9
38


18 Heptachlorepoxide
1
3


3
50


1
4


8
23


3
50


1
4


20 TCDD
























21 Toxaphene
























22 Antimony










3
20










3
20
23 Arsenic
29
83
8
80
6
100
10
83
23
96
13
87
29
83
8
80
6
100
11
92
23
96
15
100
25 Beryllium
21
60
6
60
3
50


10
42
3
20
23
66
6
60
3
50
4
33
12
50
6
40
26 Cadmium
26
74
6
60
3
50


10
42
8
53
33
94
8
80
4
67
9
75
23
96
10
67
27 Chromium
7
20
1
10


1
8
2
8
3
20
26
74
5
50
4
67
6
50
16
67
8
53

-------
TABLE 17-1. (Continued)
•vj
-P»
B
m
z
o
z
m
m
3D
to
Priority Pollutant+
No. Name
Birmingham, AL
Coeur D'Alene, 10
Klngsport, TN
Scranton, PA
Passaic, NJ
Syracuse, NY
#
%
#
I
t
%
#
%
#
%
§
%
28 Copper
25
71
5
50
3
50
6
50
16
67
8
53
30
85
8
80
6
100
11
92
23
96
11
73
29 Cyanides
24
59


3
50


10
42
3
20
33
94
6
60
4
67
9
75
23
96
9
60
30 Lead
U
31
5
50


1
8


3
20
32
91
8
80
4
67
4
33
13
54
6
40
31 Mercury
31
89
6
60
3
50


13
54
8
53
33
94
7
70
4
67
8
67
23
96
13
87
32 Nickel
11
31 ,
1
10


1
8
2
8
3
20
29
83
7
70
4
67
6
50
20
83
8
53
33 Selenium
5
14


3
50


4
17
6
40
21
60


3
50


5
21
8
53
34 Silver
31
89
8
80
6
100
11
92
23
96
15
100
31
89
8
80
6
100
11
92
23
96
15
100
35 Thai 11 urn
14
40
2
20




1
4
6
40
22
63
5
50




9
38
6
40
36 Zinc
11
31
1
10


1
8
2
8
3
20
33
94
7
70
1
17
6
50
21
88
8
53
37 PCB-1016

























-------
TABLE 17-1. (Continued)
¦-j
cn
in
z
g
x
m
3D
w
Priority Pollutant+
No. Name
Birmingham, AL
Coeur D'Alene, ID
Kingsport, TN
Scranton, PA
Passaic, NJ
Syracuse, NY
#
I
#
%
i
%
#
%
#
I
t
%
38 PCB-1221




3
50


1
4






3
50


1
4


39 PCB-1232




3
50


1
4






3
50


1
4


40 PCB-1242




3
50


1
4






3
50


4
17


41 PCB-1248


6
60
3
50


1
4




6
60
3
50


1
4


42 PCB-1254


6
60










6
60








43 PCB-1260
























46 Methane, chloro




3
50










3
50






47 Methane, dichloro
5
14


3
50




6
40
23
66


3
50


10
42
6
40
49 Methane,
dichlorobromo




3
50










3
50






50 Methane, tribromo
















4
67







-------
TABLE 17-1. (Continued)
*"¦4
I
O*
2
o
n»
9
V)
Priority Pollutant*
Birmingham, AL
Coeur D'Alene, 10
Klngsport, TN
Scranton, PA
Passaic
. NJ
Syracuse, NY
NO.
Name
#
1
S
%
t
%
#
%
S
%
#
%
51
Methane, trlchloro




3
50


2
8
6
40
19
54
2
20
4
67
2
17
18
75
8
53
52
Methane,
tetrachloro













3
9


3
50






57
Ethane, 1,2-
dichloro




3
50







3
9


1
17






59
Ethane, 1,1,2-
trlchloro




I
17


1
4



1
3


3
50


1
4


€0
Ethane, 1,1,2,2-
tetrachloro
7
20






3
13
1
7

26
74
4
40
4
67
4
33
20
83
7
47
63
Ethene, 1,1-
dlchloro




3
50











3
50






65
Ethene, trlchloro










3
20










3
20
66
Ethene, tetrachloro










3
20




3
50


1
4
6
40
68
Propene, 1,3-
dlchloro




3
50











3
50






69
Butadiene,
Hexachloro

















3
50







-------
TABLE 17-1. (Continued)
Priority Pol1utant+
Birmingham, Al
Coeur D'Alene, ID
Klngsport, TN
Scranton, PA
Passaic, NJ
Syracuse, NY
No.
Name
#
%
#
%
#
%
9
%
9
%
9
9
a
72
Ether, bis (2-
chloroethyl)
1
3


3
50







6
17


3
50






73
Ether, bis (2-
chlorosopropyl)




-












3
50






78
Benzene












3
9










79
Benzene, chloro












1
3










84
Benzene,













hexachloro








3
13


87
Toluene
1
3








1
7
12
34








3
20
88
Toluene, 2,4-




3
50







dlnltro




3
50






91
Phenol, 2-chloro
1
3


3
50






6
17


3
50






92
Phenol, 2,4-
1
3


3
50







dlchloro
2
6


3
50


6
25


94
Phenol,













pentachloro













-------
TABLE 17-1. (Continued)
Priority Pollutant+
No. Name
Birmingham, Al
Coeur D'Alene, ID
Klngsport, TN
Scran ton, PA
Passaic, NJ
Syracuse, NY
9
%
#
%
§
%
9
%
9
%
#
%
98 Phenol, 2,4-
dimethyl
























99 M-Cresol,
p-chloro
























101 Phthalate,
d1-n-methyl




3
50
3
25




2
6


4
67
3
25




102 Phthalate,
di -n-ethyl
1
3


3
50
3
25


6
40
5
14


4
67
8
67
8
33
6
40
103 Phthalate,
di -n-butyl
18
51


4
67
8
67
1
4
7
47
24
69


5
83
9
75
13
54
7
47
105 Phthalate,
bis (2-ettiyl-
HEXYl)






















1
7
114 Benzo (A) pyrene
























116 Dlbenzo (A,N)
anthracene
1
3










15
43










129 Arcylonltrlle




3
50




1
7
5
14


3
50


8
33
6
13

-------
TABLE 17-1. (Continued)
I
vo
m
z
o
R
3D
V)
Priority Pollutant+
No. Name
Des Moines, 10
Springfield, MA
Gary, IN
Dayton, OH
Midland/Saginaw
MI
Una, OH
#
%
#
%
#
%
*
%
#
%
#
%
1 Acrolein
























2 Aldrln
























3 oC-BHC
























4 JS -BHC










3
60










3
60
5 y -BHC
























6 6 -BHC
























8 DDD
























9 ODE
























10 ODT
























11 Dleldrln

























-------
TABLE 17-1. (Continued)
I
o
Priority Pollutant+
No. Name
Des Moines, ID
Springfield, HA
Gary, IN
Oayton, OH
Midland/Saginaw
MI
Lima, OH
«
%
9
%
#
%
#
%
#
£

%
15 Endrin
























17 Heptachlor
























18 Heptachlorepoxide
























20 TCDO
























21 Toxaphene
























22 Antimony
























23 Arsenic
24
96
6
60
3
100
9
82
4
57
4
80
25
100
9
90
3
100
10
91
7
100
4
80
25 Beryl 11um


4
40
1
33
7
64
1
14




4
40
1
33
8
73
1
14


26 Cadmium
5
20
6
60
2
67
2
18




25
100
10
100
3
100
9
82
2
29
4
80
27 Chromium
1
4


2
67




3
60
22
88
1
10
3
100
2
18


3
60
z
o
m
3D
w

-------
TABLE 17-1. (Continued)
•vj
I
8
3
g
z
&
9
U>
Priority Pol1utant+
No. Name
Des Moines, ID
Springfield, MA
Gary, IN
Dayton, OH
M1dland/Sag1naw
MI
Lima, OH
#
I
#
%
#
%
#
%
»
%

S
28 Copper
9
36
2
20
3
100
2
18


3
60
24
96
10
100
' 3
100
9
82
2
29
4
80
29 Cyanides
7
28


2
67
3
27


3
60
24
96


3
100
10
91
2
29
4
80
30 Lead


1
10
2
67






15
60
3
30
3
100
2
18


3
60
31 Mercury
17
68
5
50
2
67
8
73


3
60
24
96
5
50
3
100
10
91
2
29
4
80
32 Nickel
2
8
1
10
2
67




3
60
23
92
3
30
3
100
3
27


3
60
33 Selenium
3
12




1
9


3
60
13
52
1
10


2
18


3
60
34 Silver
25
100
9
90
3
100
10
91
6
86
4
80
25
100
9
90
3
100
10
91
7
100
4
80
35 Thallium
3
12




1
9




14
56




3
27




36 Zinc
2
8


2
67







23
92
3
30
3
100
3
27


3
60
37 PCB-1016










3
60










3
60

-------
TABLE 17-1. (Continued)
Priority Pollutant*
No. Name
Des Moines, ID
Springfield, MA
Gary, IN
Dayton, OH
Midland/Saginaw
MI
Lima, OH
»
%
9
%
i
I
#
%
*
%
*
%
38 PCB-1221










3
60










3
60
39 PCB-1232










3
60










3
60
40 PCB-1242










3
60










3
60
41 PCB-1248










3
60










3
60
42 PCB-1254










3
60










3
60
43 PCB-1260










3
60










3
60
46 Methane, chloro


1
10










1
10








47 Methane, dlchloro










3
60










3
60
49 Methane,
dlchlorobromo










3
60










3
60
50 Methane, trlbromo










3
60










3
60

-------
TABLE 17-1 . (Continued)
I
CO
m
z
a
z
m
m
23
V)
Priority Po11utant+
No. Name
Oes Moines, ID
Springfield, MA
Gary, IN
Dayton, OH
Ml dland/Sag1naw
MI
Lima, OH
9
%
9
S
9
%
9
I
#
I
9
%
51 Methane, trlchloro




1
33




3
60
20
80
1
10
2
67
2
18


3
60
52 Methane,
tetrachloro










3
60










3
60
57- Ethane, 1,2-
dlchloro






















3
60
59 Ethane, 1,1,2-
trlchloro










3
60










3
60
60 Ethane, 1,1,2,2-
tetrachloro
2
8


1
33




3
60
22
88


2
67
2
18
2
29
4
80
63 Ethene, 1,1-
dlchloro










3
60










3
60
65 Ethene,
trlchl oro
'





















2
40
66 Ethene,
tetrachloro










3
60










3
60
68 Propene, 1,3-
dlchloro
























69 Butadiene,
Hexachloro

























-------
TABLE 17-1. (Continued)
Priority Pollutant*
Des Moines, ID
Springfield, MA
Gary
, IN
Dayton, OH
M1dland/Sag1naw
MI
Lima,
OH
No.
Name
#
%
#
%
#
%
#
%
#
%
#
i
72
Ether, bis
(2-chloroethyl)

























73
Ether, bis
(2-chlorosopropyl)

























78
Benzene
























79
Benzene, chloro
























84
Benzene,













hexachloro












87
Toluene




1
33










1
33






88
Toluene, 2,4-













dinltro


























91
Phenol, 2-chloro












92
Phenol, 2,4-










3
60

dlchloro










3
60
94
Phenol,













pentachloro






1
9





-------
TABLE 17-1. (Continued)
I

Priority Pol1utant+
No. Name
Des Moines, ID
Springfield, MA
Gary, IN
Dayton, OH
Midland/Saginaw
MI
Lima, OH
9
%
#
%
#
%
#
I

%
#
%
98 Phenol, 2,4-
dimethyl






















3
60
99 M-Cresol,
P-Chloro






















3
60
101 Phthalate,
dl-n-methyl






1
9










1
9




102 Phthalate,
di-n-ethyl






1
9










1
9




103 Phthalate,
di-n-butyl


4
40
1
33
1
9


3
60


4
40
1
33
1
9


3
60
105 Phthalate, bis
(2-ethyl-hexyl)
























114 Benzo (a) Pyrene










3
60










3
60
116 Dibenzo (a,n)
anthracene
























129 Acrylonitrile

























-------
TABLE 17-1. (Continued)
Priority Pollutant+
Youngstown, OH
Charlotte, NC
Total*
No. Name
#
%
#
I
#
%
1 Acrolein




3
2




3
2
2 Aldrln


5
45
20
10


7
64
25
13
3 cc -BHC




3
2


1
9
11
6
4 f -BHC
3
16


9
5
3
16


15
8
5 y -BHC




3
2




9
5
6 S -BHC




3
2




4
2
8 DDD




7
4




8
4
9 DDE


1
9
13
7


5
45
24
12
10 DDT




13
7




14
7
11 Dleldrln


5
45
14
7


7
64
22
11

-------
TABLE 17-1. (Continued)
Priority Pollutant*
No. Name
Youngstown, OH
Charlotte, NC
Total*
#
%
#
%
#
I
15 Endrin




3
2


1
9
12
6
17 Heptachlor




7
4




9
5
18 Heptachlorepoxide


1
9
6
3


5
45
17
9
20 TCDD


5
45
5
3


5
45
5
3
21 Toxaphene








5
45
5
3
22 Antimony




3
2
3
16
1
9
7
4
23 Arsenic
19
100
11
100
169
88
19
100
11
100
180
93
25 Beryl!ium
12
63
9
82
77
40
13
68
9
82
90
5
26 Cadmium
17
09
11
100
96
50
19
100
11
100
170
88
27 Chromium
4
21
1
9
25
13
18
95
3
27
117
61

-------
TABLE 17-1. (Continued)
Priority Pol1utant+
No. Name
Youngstown, OH
Charlotte, NC
Total*
#
%
#
%
#
I
28 Copper
17
89
9
82
108
56
19
100
11
100
171
89
29 Cyanides
17
89
6
55
78
40
19
100
7
64
153
79
30 Lead
3
16
8
73
34
18
18
95
11
100
122
63
31 Mercury
17
89
10
91
123
64
19
100
10
91
165
85
32 Nickel
3
16
3
27
42
22
18
95
9
82
136
70
33 Selenium
3
16


28
15
5
26
6
55
67
35
34 Si 1ver
19
100
11
100
181
94
19
100
11
100
182
94
35 Thallium
1
5
2
18
30
16
3
16
5
45
67
35
36 Zinc
4
21
2
18
28
15
19
100
7
64
137
71
37 PCB-1016
3
16


6
3
3
16


6
3

-------
TABLE 17-1. (Continued)
Priority PoTlutant+
No. Name
Youngstown, OH
Charlotte, NC
Total *
#
%
#
%
#
%
38 PCB-1221
3
16
1
9
11
6
3
16
5
45
15
8
39 PCB-1232
3
16
1
9
11
6
3
16
5
45
16
8
40 PCB-1242
3
16
1
9
11
6
3
16
5
45
18
9
41 . PCB-1248
3
16
1
9
17
9
3
16
5
45
21
11
42 PCB-1254
3
16


12
6
3
16


12
6
43 PCB-1260
3
16


6
3
3
16


6
3
46 Methane, chloro




4
2


1
9
5
3
47 Methane, dlchloro
3
16


20
10
5
26
5
45
55
28
49 Methane,
dlchlorobromo
3
16


9
5
3
16
4
36
13
7
50 Methane,
trlbromo
3
16


6
3
3
16


10
5

-------
TABLE 17-1. (Continued)
i
ro
o
in
z
a
z
a>

Prloritv Pollutant4
Youngstown, OH
Charlotte
NC
Total*
No.
Name
#
%
t
%
i
I
51
Methane,
3
16-
1
9
19
10

trlchloro
10
53
7
64
98
51
52
Methane,
3
16


6
3

tetrachloro
3
16


12
6
57
Ethane, 1,2-
3
16


6
3

dlchloro
3
16


10
5
59
Ethane, 1,1,2-
trlchloro
3
16


8
4

3
16


11
6
60
Ethane, 1,1,2,2-
6
32
2
18
25
13

tetrachloro
19
100
2
18
118
61
63
Ethene, 1,1-
3
16


9
5

dichloro
3
16
1
9
10
5
65
Ethene,




3
2

trlchl oro
3
16


8
4
66
Ethene,
3
16


9
5

tetrachloro
3
16


16
8
68
Propene, 1,3-




3
2

dlchloro




3
2
69
Butadiene,







Hexachloro




3
2

-------
TABLE 17-1. (Continued)
Priority Pollutant+
No. Name
Youngstown, OH
Charlotte, NC
Total*
#
%

%
#
%
72 Ether, bis
(2-chloroethyl)




4
2




9
5
73 Ether, bis
{2-chiorosopropyl)










3
2
78 Benzene






3
16


6
3
79 Benzene, chloro






3
16


4
2
84 Benzene,
Hexachloro


2
18
2
1


8
73
11
6
87 Toluene




3
2
4
21


20
10
88 Toluene, 2,4-
dlnitro




3
2




3
2
91 Phenol, 2-chloro


1
9
5
3


4
36
13
7
92 Phenol, 2,4-
dichloro
3
16


10
5
3
16


17
9
94 Phenol,
pentachloro










1
1
8
2
O
z
9
W

-------
TABLE 17-1. (Continued)
PO
ro
m
z
o
3
(/)
Priority Pollutant*
No. Name
Youngstown, OH
Charlotte, NC
Total*
#
i
#
%
#
I
98 Phenol, 2,4-
dimethyl






3
16


6
3
99 M-Cresol,
P-Chloro






3
16


6
3
101 Phthalate,
di-n-methyl


1
9
8
4


4
36
14
7
102 Phthalate,
d1-n-ethyl


4
9
18
9


6
55
38
20
103 Phthalate,
d1-n-buthyl
11
58
9
82
67
35
12
63 .
10
91
89
46
105 Phthalate, bis
(2-ethyl-hexyl)










1
1
114 Benzo (a) Pyrene
3
16


6
3
3
16


6
3
116 Dlbenzo (a,n)
anthracene




1
1
1
5


16
8
129 Acrylonltrile




4
2


1
9
19
10

-------
TABLE 17-1. (Continued)
Footnotes:
+ Only those priority pollutants for which calculated violations were observed appear in the Table. The
first line in the body of the Table for each priority pollutant refers to mean flow conditions; the second
line refers to 7-day 10-year low flow.
*	Based on a total of 193 calculation points.
#	Indicates the number of calculation points where calculated violations were observed.
% Indicates the percentage of calculation points where calculated violations were observed.

-------
SECTION 18
REFERENCES
1.	U.S. Bureau of the Census. Water Use in Manufacturing,
MC 72(SR)-4. U.S. Government Printing Office, Washington, D.C., 1975
2.	U.S. Environmental Protection Agency, Water Quality Conditions in
Major Toxic Chemical Production Areas, unpublished report.
Washington, D.C., October 11, 1977.
3.	Strier, M.P. Treatability of Organic Poll utants--Part D: The
Pesticides-Their Estimated (30-day average) Treated Effluent Con-
centration, unpublished report. U.S. Environmental Protection
Agency, Washington, D.C., December 26, 1978. 9 pp.
4.	Strier, M.P. Heavy Metals in Wastewater. Presented at the National
Association of Corrosion Engineers Regional Meeting, Newport, RI,
October 2-4, 1978. 18 pp.
5.	Strier, M.P. Treatability of Organic Priority Pol 1utants--Part C:
Their Estimated (30-day average) Treated Effluent Concentrations-
by means of a molecular engineering approach, U.S. Environmental
Protection Agency, Washington, D.C., July 11, 1978. 32 pp.

SCS ENGINEERS

-------
APPENDIX A
SIC CODES FOR 21
INDUSTRIAL GROUPS AND MUNICIPAL
WASTEWATER FACILITIES
A-1
SCS ENGINEERS

-------
SIC Codes in 21 Industrial Groups
Hote: In the list below, some SIC codes are split between two Irdustr,t:l
Groups. A star (*) indicates those SIC codes which are split
between two Industrial Groups, but are considered to belong onl..
to the alternate group for processing purposes
Code
Ti tie
Code
Title
01
ORE MINING AND DRESSING
2293
Paddings and upholstery filli-g
1011
Iron ores
2294
Processed textile waste
1021
Copper ores
2295
Coated fabrics, not rubberized
1031
Lead and zinc ores
2296
Tire cord and fabric
1041
Gold ores
2297
Nonwoven fabrics
1044
Silver ores
2293
Cordage and twine
1051
Bauxite and other aluminum ores
2299
Textile goods, nec
Men's and boy's suits and coats
1061
Ferroalloy ores, except vanadium
2311
1092
Mercury ores
2321
Men's and boy's shirts and nichtwear
1094
Uranium-radium-vanadium ores
2322
Men's and boy's underwear
1099
Metal ores, nec
2323
2327
Men's and boy's neckwear
Men's and boy's separate trousers
02
COAL MINING
2328
Men's and boy's work clothing
1111
Anthracite
2329
Men's and boy's clothing, nec
1112
Anthracite mining services
2331
Women's and misses' blouses I waists
1211
Bituminous coal and lignite
2335
Women's & misses' dresses
1213
Bituminous & lignite mining
2337
Women's and misses' suits and coats

services
2339
2341
Women's and misses' outerwear, nec
Women's I children's underv.es'
03
TEXTILE MILLS
2342
Brassieres and allied garments
2211
Weaving mills, cotton
2351
Millinery
2221
Weaving mills, synthetics
2352
Hats and caps, except millinery
Children's dresses and blouses
2231
Weaving and finishing mills, wool
2361
2241
Narrow fabric mills
2363
Children's coats and suits
2251
Women's hosiery, except socks
2369
Children's outerwear, nec
2252
Hosiery, nec
2371
Fur goods
2253
Knit outerwear mills
2381
Fabric dress and work gloves
2254
Knit underwear mills
2384
Robes and dressing gowns
2257
Circular knit fabric mills
2385
Waterproof outergarments
2258
Warp knit fabric mills
2386
Leather and sheep lined cloth-ig
2259
Knitting mills, nec
2387
Apparel belts
2261
Finishing plants, cotton
2389
Apparel and accessories, nec
2262
Finishing plants, synthetics
2391
Curtains and draperies
2269
Finishing plants, nec
2392
House furnishings, nec
2271
Woven carpets and rugs
2393
Textile bags
2272
Tufted carpets and rugs
2394
Canvas and related products
2279
Carpets and rugs, nec
2395
Pleating and stitching
2281
Yarn mills, except wool
2396
Automotive and apparel trirmi-:s
2282
Throwing and winding mills
2397
Schiffi machine embroideries
2283
Wool yarn mills
2399
Fabricated textile products, r=c
2284
Thread mills

2291
Felt goods, exc. woven felts 4
04
TIMBER PROOUCTS PROCESSING

hats
2411
Logging camps I logging contri:to-s
2292
Lace goods
2421
Sawmills and planing mills, gs-'erjl
		SCS ENGINEERS
A -2

-------
SIC Codes in 2]Industrial Croups (contd)
Code
Title
Code
Title
04
TIM3ER PRODUCTS (contd)
2771
Greeting card publishing
2426
Hardwood dimension and flooring
2793
Photoengraving
2429
Special product sawmills, nec
2794
Electrotyping and stereotyping
2431
Millwork
2795
Lithographic plateir^king services
2434
Wood kitchen cabinets
2851
Paints, variables, lacquers and
2435
Hardwood veneer and plywood

enanels
2435
Softwood veneer and plywood
2893
Printing ink
2439
Structural wood members, nec
*3951
Pens and mechanical pencils
2491
Wood preserving
3952
Lead pencils and art goods
2499
Wood products, nec
3955
Carbon paper and inked ribbons
•2661
Building paper and board mills




07
INORGANIC CHEMICALS MANUFACTURING
05
PULP AND PAPERBOARD HILLS AND
2812
Alkalies and chlorine

CONVERTED PAPER PRODUCTS
2813
Industrial gases
2611
Pulp mills
2816
Inorganic pigments
2621
Paper mills, except building pape
2819
Industrial inorganic chemicals, nec
2631
Paperboard mills

2641
Paper coating and glazing
08
PLASTICS AND SYNTHETIC MATERIALS
2642
Envelopes

MANUFACTURING
2643
Bags, except textile bags
2821
Plastics materials and resins
2645
Die-cut paper and board
*2822
Synthetic rubber
2646
Pressed and molded pulp goods
2823
Cellulosic man-made fibers
2647
Sanitary paper products
2824
Organic fibers, noncellulosic
2648
Stationery products


2649
Converted paper products, nec
09
MISCELLANEOUS CHEMICALS
2651
Folding paperboard boxes
2831
Biological products
2652
Set-up paperboard boxes
2833
Medicinals and botanicals
2653
Corrugated and solid fiber boxes
2834
Pharmaceutical preparations
2654
Sanitary food containers
2861
Gum and wood chemicals
2655
Fiber cans, drums 4 similar
2879
Agricultural chemicals, rec

products
*2891
Adhesives and sealants
2661
Building paper and board mills
2892
Explosives
27B2
Blankbook and looseleaf binders
2895
Carbon black


2899
Chemical preparations, nec
06
PAINT AND INK FORMULATING AND
3861
Photographic equipment and supplies

PRINTING

2711
Newspapers
10
ORGANIC CHEMICALS MANUFACTURING
2721
Periodicals
2865
Cyclic crudes and internedlates
2731
Book publishing
2869
Industrial organic chemicals, rec
2741
Miscellaneous publishing

2751
Commercial printing, letterpress
11
SOAP AND DETERGENT CANUFACTURING
2752
commercial printing, lithographic
2841
Soap and other detergents
2753
Engraving and plate printing

2754
Commercial printing, gravure


2761
Manifold business forms


A-3
SCS ENGINEER

-------
SIC Codes in 21 Industrial Groups (contd)
Code
Title
Code
Title
12
PETROLEUM REFINING
17
NONFERROUS KETALS MA-.jrACTUSIMG
2911
Petroleum refining
*2819
Industrial inorganic chemicals, nec


3331
Primary copper
13
PAVING AND ROOFING MATERIALS
3332
Primary lead

(TARS AND ASPHALT)
3333
Primary zinc
2951
Paving mixtures and blocks
3334
Primary aluminum
2952
Asphalt felts and coatings
3339
Primary nonferrous metals, nec
3996
Hard surface floor coverings
3341
Secondary nonferrous cetals
14
RUBBER PROCESSING
18
MACHINERY AND MECHANICAL PRODUCTS
2822
Synthetic rubber

MANUFACTURING
2891
Adhesives and sealants
*3021
Rubber and plastics footware
3011
Tires and inner tubes
*3041
Rubber and plastics hose and belting
3021
Rubber and plastics footwear
3079
Miscellaneous plastics products
3031
Reclaimed rubber
3293
Gaskets, packing, and sealing devices
3041
Rubber and plastics hose and
3321
Gray iron foundries

belting
3322
Malleable iron foundries
3069
Fabricated rubber products, nec
3324
Steel investment foundries
*3293
Gaskets, packing and sealing
3325
Steel foundries, nec

devices
3351
Copper rolling and dreeing


3353
Aluminum sheet, plate, and foil
15
LEATHER TANKING AND FINISHING
3354
Aluminum extruded products
3111
Leather tanning and finishing
3355
Aluminum rolling and drawing, nec
3131
Boot and shoe cut stock and
3356
Nonferrous rolling and drawing, nec

findings
3357
Nonferrous wire drawing S insulating
3142
House slippers
3361
Aluminum foundries
3143
Hen's footwear1, except athletic
3362
Brass, bronze, and copper foundries
3144
Women's footwear, except athletic
3369
Nonferrous foundries, nec
3149
Footwear, except rubber, nec
3398
Metal heat treating
3151
Leather gloves and mittens
3399
Primary metal products, nec
3161
Luggage
3411
Metal cans
3171
Women's handbags and purses
3412
Metal barrels, drums, and pails
3172
Personal leather goods, nec
3421
Cutlery
3199
Leather goods, nec
3423
Hand and edge tools, nec


3425
Hand saws and saw blades "
16
IRON AND STEEL MANUFACTURING
3429
Hardware, nec
3312
Blast furnaces and steel mills
3431
Metal sanitary ware
3313
Electrometallurgical products
3432
Plumbing fittings and brass grods
3315
Steel wire and related products
3433
Heating equipment, except electric
3316
Cold finishing of steel shapes
3441
Fabricated structural r.etal
3317
Steel pipe and tubes
3442
Metal doors, sash, and trim


3443
Fabricated plate work (boiler shops)


3444
Sheet metal work


3446
Architectural metal work
A -4
SCS ENGINEER

-------
SIC Codes in 21 Industrial Croups (contd)
Code	Title
18	MACHINERY AND MECHANICAL PRODUCTS
MANUFACTURING (contd)
3448	Prefabricated metal buildings
3449	Miscellaneous metal work
3451	Screw machine products
3452	Bolts, nuts, rivets, and washers
3462	Iron and steel forgings
3463	Nonferrous forgings
3465	Automotive stampings
3466	Crowns and closures
3469	Metal stampings, nec
3482	Small arms ammunition
3483	Ammunition, exc for small arms,
nec
3484	Small arms
3489	Ordnance and accessories, nec
3493	Steel springs, except wire
3494	Valves and pipe fittings
3495	Wire springs
34S5	Misc. fabricated wire products
3497	Metal foil and leaf
3498	Fabricated pipe and fittings
3499	Fabricated metal products, nec
3511	Turbines and turbine generator
sets
3519	Internal combustion engines, nec
3523	Farm machinery and equipment
3524	Lawn and garden equipment
3531	Construction machinery
3532	Mining machinery
3533	Oil field machinery
3534	Elevators and moving stairways
3535	Conveyors and conveying equipment
3536	Hoists, cranes, and monorails
3537	Industrial trucks and tractors
3541	Machine tools, metal cutting
types
3542	Machine tools, metal forming
types
3544	Special dies, tools, jigs 1
fixtures
3545	Machine tool
3546	Power driven
3547	Rolling mill machinery
3549	Ketalworking machinery
accessories
hand tools
Code
3551
3552
3553
3554
3555
3559
3561
3562
3563
3564
3565
3566
3567
3568
3559
3572
3573
3574
3576
3579
3581
3582
3585
3586
3589
3592
3599
3612
3613
3621
3622
3623
3624
3629
3631
3632
3633
3634
3635
3639
3641
3643
3644
3645
3646
Title
Food products nacmnery
Textile machinery
Woodworking rrachirery
Paper industries racninary
Printing trades rachine'y
Special industrj rachine-y, nec
Punps and pu->ping equip-eit
Ball and roller bearings
Air and gas compressors
Blowers and fans
Industrial patterns
Speed changers, d*-wes, erd gears
Industrial furpaces and c.?ns
Power transmission equipTr'.t, r.ec
General industrial rachi-ery, rec
Typewriters
Electronic conputng eqjip^ent
Calculating and accountirg nachines
Scales and balances exc. laboratory
Office machines, rec
Automatic merchandising r-achir.es
Commercial laundry equipment
Refrigeration and heatinc equipment
Measuring and dispensing p.-rps
Service industry r-achirery, nec
Carburetors, pistc-s, rirgs, valves
Machinery, except electrical, r.ec
Transformers
Switchgear and switchboard apparatus
Motors and generators
Industrial controls
Welding apparatus, electric
Carbon and graphite proa-jcts
Electrical industrial ap;;ratus, nec
Household cooking equipTe^t
Household refrigerators t-i freezers
Household laundry equipreit
Flectric housewares and fa~s
Household vacujn cleaners
Household appliances, nec
Electric lamps
Current-carrying hiring devices
Noncurrent-carrying v.irirg devices
Residential lighting fixtures
Corunercial lighting fixtures
A -5
SCS ENGINEER

-------
SIC Codes in 21 Industrial Croups (contd)
Code
Title
Code
Title
18
MACHINERY ADD MECHANICAL PRODUCTS
3811
Engineering i scientific l-istrur^nts

MANUFACTURING (contd)
3822
Environmental controls
3617
Vehicular lighting equipment
3823
Process control instr„~erts
3648
Lighting equipment, nec
3824
Fluid meters and ccuntirc devices
3651
Radio and TV receiving sets
3825
Instruments to measure electricity
3652
Phonograph records
3829
Measuring and controllir; devices,
3661
Telephone and telegraph apparatus

nec
3662
Radio and TV conmumcation
3832
Optical instruments and lenses

equipment
3841
Surgical and medical instr*-,ents
3671
Electron tubes, receiving type
3842
Surgical appliances and s.pplies
3672
Cathode ray television picture
3843
Dental equipment and supplies

tubes
3851
Ophthalmic goods
3673
Electron tubes, transmitting
3873
Watches, clocks, and v.stchcases
3674
Semiconductors and related device
3911
Jewelry, precious retal
3675
Electronic capacitors
3914
Silverware and plated ware
3676
Electronic resistors
3915
Jewelers' materials & lapidary work
3677
Electronic coils and transformers
3931
Musical instruments
3678
Electronic connectors
3942
DdIIs
3679
Electronic components, nec
3944
Games, toys, & children's vehicles
3691
Storage batteries
3949
Sporting and athletic goods, nec
36S2
Primary batteries, dry and wet
3951
Pens and mechanical pencils
3693
X-ray apparatus and tubes
3961
Costume jewelry
3694
Engine electrical equipment
3991
Brooms and brushes
3699
Electrical equipment £ supplies,
3993
Signs and advertising displays

nec
3995
Burial caskets
3711
Motor vehicles and car bodies


3713
Truck and bus bodies
19
ELECTROPLATING
3714
Motor vehicle parts and
3471
Plating and polishing

accessories
3479
Metal coating and allied services
3715
Truck trailers

3721
Aircraft
20
ELECTRIC SERVICES
3724
Aircraft engines and engine parts
4911
Electric services
3728
Aircraft equipment, nec


3731
Ship building and repairing
21
AUTO AND OTHER LAU:.33!ES
3732
Boat building and repairing
7211
Power laundries, family & cc~nercial
3743
Railroad equipment
7213
Linen supply
3751
Motorcycles, bicycles, and parts
7214
Diaper service
3761
Guided missiles and space
7215
Coin-operated laund-ies & cleaning

vehicles
7216
Dry cleaning plants, except rug
3764
Space propulsion units and parts
7217
Carpet and upholstery cleaning
3769
Space vehicle equipment, nec
7218
Industrial launderers
3792
Travel trailers and campers
7219
Laundry and garirent services, r.ec
3795
Tanks and tank components
7542
Car washes
3799
Transportation equipment, nec


A -6
SCS ENGINEER

-------
I	SIC Codes for Nurncipal Wastfcr
-------
RATIONAL FOR INDUSTRIAL GROUP
ASSIGNMENT OF SPLIT SIC GROUPS
SIC

Industr
al Grotio

Code
Short Title
Assigned
Alternate
Rational
2661
Building paper & board mills
05
04
Hardboard appeared to be only one of many
products. Most products in this SIC cate-
gory appear to be pulp and paper related.
3951
Pens and mechanical pencils
18
06
No clear distinction.
2822
Synthetic rubber
14
08
SIC group seems to Include only rubber-
like products.
2091
Adhoslves and sealants
14
09
SIC group contains predominately elastic
polymer-type products.
3293
Gaskets, packing, and seal-
ing devices
18
14
Devices made of many substances other
than rubber.
2891
Industrial Inorganic
chemicals, nec
09
17
Aluminum processing would put this SIC
In Group 17, but it is not clear how
much of this group is aluminum processing.
3021
Rubber and plastics
footware
14
18
The product material for this SIC code appears
to be more closely related to that of other
SIC codes Included under Industrial Group 14
rather than 18.
3041
Rubber and plastics hose and
KaIf 4 nn
14
10
Same as for 3021.
K
m
Z
o
z
m
m
3D
l/>

-------
APPENDIX B
TABLE OF PRIORITY POLLUTANTS PER SIC
R - 1
SCS ENGINEERS

-------

POL NO










SIC CODES














1011
1031
1044
1099
1211
2211
2221
2231
P25S
2262
2269
2281
2282
2283
2284
2295
2297
2331
2421
2426
2429
2431
2435
2436

1





0
0

~
















2





a

~













0



3





0

0













0



4





~
n

~
n













a
n



6





u
0

u










0


u
0



7





~















o



S





~



















9





~



















10 +
+
+
+
+

~
+
0
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+

11





~



















12





~

0

















13





~

0

















14
1 e _





0
n

n

















1 J
16





u
a

u

















17





0

0

















IB





~



















19





~



















20 +
+
+
+
+
-f
0
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+

21





a



















22



~


~
~
~
a
0
0
0

0




0





23
0
~


0

0
0
a
a
0
~
0

a



~
o


0


24
OB _
a
0
0
n















n





eZZ) -
26

U
~

U
~

~
0
a
~
~
0
a

0

~


u
~





27

0




~
a
~
~
~
a
0

0
0
a


~
0

0
0

28
~
~




0
0
0
~
0
~
a

0

~

a
0
0

~
~

27




0

~
a
0
~
~





~



0

0
o

30 +
+
~
a
+
0
+
~
a
0
0
~
a
o
¦¥
0
+
0
+
+
0
+
+
+
+

31

0


o

a

D









~
o





32

~




~
0
0
~
0
0
~

0

0


~


0


33




~

0

~
0
~
~
~

0
~



0





34

~
~

0

0
a
~
~
~
0
~

~

~


0


0


35 -
-
~
-
-
0
-
~
-
-
0
0
-
-
-
-
-
-
-
-
0
-
-
-
-

36
0
~


0

~
0
0
~
~
0
0

o
0
0


0


0


37

























38

























39

























40 +
+
+
+
+
+
+
+
+

+
+
+
+

+
+
+
+
+
+
+
0
+
+

41
0
~
~






















42
0
0
0






















43

























44

























43 -
























8
46









~
0














47




0

0

0
o
0
0
a

~




0

0
0

ID
48
























Z
47














•









g






















0
+
¦¥
z
m

























m
a>

























CO


























-------
POL NO		SIC CODES 	
1011 1031 1044 1099 1211 2211 2221 2231 2258 2262 2269 2281 2282 2283 2284 2295 2299 2331 2421 2426 2429 2431 2435 2436
51	0000000	00000
52
53	00000000	00
54
56	O	0	O
37	0
58	0
59	0
60+ + + + + + + 0 + 0 + + + + 0 + + + + + + + + + +
61	0
62
63	0 0
64	0 0
65	------0000000000-0--- - - -
66	000	0000	0
67	O
68	0
69
70
71
72
73
74
75
76
77	0
78	0000000	00000
79	0 0 0 0	0
80	+ + + + + + + 0000000 + 0 + + + + + + + + +
81
82	0	0 0
83	0000000	O	O
84	0	0	0 0	0
85	— — — — — — - OOOOOOO — O — O — — O — 0 —	—
86
87	0	O	OOOOOOO	o	ooooo
88
B9
90	+	+	+	+	+	0	+	0	+	00000	+	00U	+	+	00000
91	OOOOO	0
92	0	0 0	0	O
93	OOOOOOO	0'	0
94	0	OOOOO	O	000000
95	— — _ — _ — - — 00-0------0--
96	0
97
90	o	o	n o	o

-------
POL NO
SIC CODES
101
102
103
104
105
106
107
108
109
110
111
112
113
114
113
116
117
118
119
120
121
122
123
124
125
126
127
128
129
1011 1031
1044 1099 1211 2211 2221
2231
2258
2262
2269
2281
2282 2283
2284
2295
2299 2331 2421 2426 2429
2431




~
~





0

0 0
0
0
0
O
a
0
~


0

0

~
0
0
0
0
~


0




~
0






0
0
~
0
~
~
0
0
~
0
a
i
i
a
o
O

0


0
0





0

~

~
0
O






0
0
O 0
~
O
0
0
~
O
~
0 0
~

-------
rUL NU
jlL lUlJt-£>
2491 2611 2621 2631 2641 2643 2647 2648 2649 2631 2653 2655 2661 2721 2731 2751 2752 2753 2754 2761 2782 2812 2813 2B16
s
m
Z
o
z
3D

-------

POL NO










SIC CODES














2491
2611
2621
2631
2641
2643
2647
2648
2649
2651
2653 2655
2661
2721
2731
2751
2752
2753
2754
2761
2782
2812
2813
2816

51
0

O
~
0
~

0
0

~ ~
~
~




0


~
0


52












O




0






53












~




0






54












~




0






55 -
-
—
—
—
—
-
—
—
-
-
— —
—
0
-
—
—
-
0
—
—-
—
—
-

56












~




0






57












0




0






58









0


~

~
0

~






59









~


0




0






60 +
+
+
+
+
+
+
+
+
+
0
+
+
0
+
0
0
~
0
+
+
+
0


61












0




0






62












0




~






63












0




0






64












0




0






65 -
-
-
—
—
-
-
—
—
-
0
— -
—
~
—
—
-
-
0
—
—
0
—
-

66









0


0




0


0
0


67
























68
























6?
























70 +
























71
























72
























73
























74
























75 -
























76
























77
























78
0

0
~
~
0

0
0

0
~









0


79










0













80 +
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+

81
























82
























83
























84
























85 -
0













o
0
-
-
-
-
—
—
—

86
























87
0

0
0
0
0

0
0

o
o
0


0
0




0
0


00
























89
0























90 +
+
0
0
0
0
~
0
0
0
+
0 0
~
0
~
0
a
0
~
0
0
o
+
+

91
























92
























93
0























94
~
~
0
0
0
0
0
0
0

~
o
~


o
o








95 -
-
-
—
-
-
-
—
—
—
—
— -
—
—
—
—
-
-
-
-
-
—
—
—
(A
96























$
97























%n
98
0






















rn
z
99























0
z
rn
m
33
01
100 +
























-------
bll- (. uutij 	
2491 2611 2621 2631 2641 2643 2647 2648 2649 2651 2653 2655 2661 2721 2731 2751 2752 2753 2754 2761 2782 2B12 2813 2816
101
102	0 0	0 0
103	0 0	0
104
105	- 0 0- -- — 0 — - -- -- - — 0 0 — — — — 0 0
106	0 0
107	0
108	0
109	0
UO+D + + + + + + + + + + + + + + + + + + + + + +
111	0
112	0
1 13	0
114	O
115-0----------------------
116
117	0
118	0
119	0
120	+ o + + + + + + + + + + + + + + + + + + + + + +
121	O
122	0	0 0
123
124
125
126
127
128
129
m
z
o
m
s
V)

-------
POL NO
SIC CODES
HI
z
o
z
m
m
ao

-------


2819
2821
2822
2823
2834
2841
2851
2861
2865
2869
2879
2891
2892
2893
2895
2899
2911
2951
2952
3011
3069
3079
3111
3312
51


~

~
a

0

0
0
~
~
~



~





0

52


0

a


~

0
a






~







53


~

a




0
~














54


~

~




0
~











a


55
-
-
0
0
~
-
-
-
a
a
0
-
~









0
O
-
56


~

~




~







0




~


57


0

a




~
a
a





O




~


58


0

~


~
~
~
~



a








a

59


0

0




~







0







60
+
+
~
+
0
+
+
+
+
0
+
~

+
+

+
~
+

+
+
+
+

61











0













62


0

0




0


~












63


~

0




~







0







64


~

~




a

0





~







65
-
-
0
-
~
a
-
-
-
0
~
0
-
-
~
-
-
0
-
-
-
-
-
-
-
66


O

o




o
o
0


0


0







67


0

~




~















68


~

a




~















69


~

0




~

~













70
+
+
+
~
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
71


~
~
~




~












0


72


~

~




~












0


73


0

~




0












0


74
"7 e


~
ft

p
n




0
n












~
n


/ 3
76


U

U




U












U
~


77











~










a


78


~
~
~
~
~
~
~
~

~
~

a

~
~




~
0

79


~

~

~


0

~





~





0

80
+
+
+
+
+
+

+
+
+
+
~
+
+


+
+
+
+
+
+
+
0
+
81


0

~




~

0













82


~

0




o

0











0

83


~

~




~

0













84











0













85
-
-
0
-
0
-
-
a
~
~
-
-
-
-
0
-
-
~
-
-
-
-
-
-
0
86


~

0
~



0















87


0
0
0
~
~

~
0

0
0



0
~




0
o
0
88


0

~




~















89


0

0




~

0













90
+
+
0
~
~
~
~
~
~
0
+
0
~
+
0
+
+
~
+
+
+
+
~
~
0
91


0

0




~















92


~

~




0

~





~





0

93


0

~




~













o

94
oc:


a
n

0
n
~

0

0
n


~

0





0
0
~
0

T d
96


U
0

U
~




U
0

~













97


~

0




~















98


0

~




0







~







99


0

~




o


0




0







lOO
+
»¦
0
+
C)


+
+
a
+
+
o
+

+
+
+
t-

»¦
»¦


+
z
a
z
m
m
30

-------
POL NO
SIC CODES
2819 2821 2822 2823 2834 2B41 2851 2861 2865 286? 2879 2891 2892 2893 2B95 2B99 2911 2951 2952 3011 3069 3079 3111 3312
101

0

0

0

0
0
0





0





0
102

0

0

~


0
0





0





0
103

0

0

0
0

0
~
0


~

0
0




0
104

~

0

~


0
0


0


~





0
105 -
-
0
-
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-------

POL NO










SIC CODES














3313
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POL NO
SIC CODES
3433 3441 3442 3443 3444 3446 344? 3451 3452 3462 3465 3466 3469 3471 3479 3482 3483 3484 3493 3494 3496 3498 3499 3511
2
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51
52
53
54
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56
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61
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POL NO
	 SIC CODES 	
m
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3433 3441 3442 3443 3444 3446 3449 3451 3452 3462 3463 3466 346? 3471 3479 3402 3403 3404 3493 3494 3496 3498 3499 3511
101
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106
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109
109
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3523 3524 3532 3533 3534 3536 3537 3541 3542 3544 3545 3546 3547 3547 3552 3559 3561 3562 3563 3564 3569 3573 3585 3599
1
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POL NO		 SIC CODES 	
3523 3524 3532 3533 3534 3536 3537 3541 3542 3544 3545 3346 3547 354? 3552 3559 3561 3562 3563 3564 3569 3573 3585 3599
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113
114
115
116
117
118
119
120
121
122
123
124
125
126
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128
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-------
POL NO
SIC CODES
3612 3613 3621 3622 3631 3632 3641 3651 3661 3662 3671 3672 3674 3678 3679 3691 3699 3711 3713 3714 3715 3721 3724 3728
1
2
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3612 3613 3621 3622 3631 3632 3641 3651 3661 3662 3671 3672 3674 3678 3679 3691 3699 3711 3713 3714 3715 3721 3724 3728
51
52
53
54
55	-
56
57
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59
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61
62
63
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66
67
68
69
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71
72
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74
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76
77
78
79
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81
82
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86
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91
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-------
POL NO
SIC CODES
3612 3613 3621 3622 3631 3632 3641 3651 3661 3662 3671 3672 3674 3678 3679 3691 3699 3711 3713 3714 3715 3721 3724 372B
101	0 0 0 0	0
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104	0 0 0
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109	0
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3731 3732 3743 3751 3769 3795 3011 3022 3823 3832 3811 3042 3843 3861 3873 3949 3952 3955 3996 4911 4952 7215 7218 7542
1
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25
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26

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27

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28

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30
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33







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44
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50
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+
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+
+
t-
+

-------
POL NO
SIC CODES
8
z
o
51

52

53

54

55
-
56

57

58

59

60
+
61

62

63

64

65
-
66

67

68

69

70
+
71

72

73

74

75
-
76

77

78

79

80
-t-
81

82

83

84

83
-
86

87

88

89

90
+
91

92

93

94

95
-
96

97

98

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100
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+ + + + +
0 0 0
~ 0 0
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0
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3949
3952
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7215
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30
V)

-------
3731 3732 3743 3751 3769 3795 3811 3022 3023 3932 3841 3842 3043 3861 307J 3949 3952 3955 3996 4911 4952 7215 7218 7542
101	0	0 0 0 0 0
102	0	O
103	0	0 0 0 0
104	0	0 0
105	—	—	—	—	—	—	—	—	—	—	—	—	—	—	0	—	—	0	—	—	—	—	000
106	0	0 0 0
107	0	0
108	0	0
109	0	0 0
110	+	+	+	+	+	+	+	+	+	+	+	+	+	+	+	+	+	0	t	+	+	+	+	b	-f
111	0	0
112	0
113	0
114	0
115	--0-----00
1 16	O
117	O	0 O
118	O
1 19	0
120	+ + + + + + + + + + + + + + 0 + + 0 + + + + + 00
121	0	0 0 0 0
122	O	O O O
123	0
124	0	~
126	0	0
127	0
128	O
129	0
Legend :
+ and - provided for legebility only
o indicates that a pollutant is known or suspected to be present in the discharge of
industries in the SIC classification indicated.
S
rn
Z
o
z
m
m
30

-------