-------
CR0001589: Tektronix, Inc. in Beaverton, Oregon, is in the Electrical and Electronic
Components Category (40 CFR 469) manufacturing electronic measurement and display
equipment (SIC 3825). Approximately 0.4 mgd of industrial gray water generated from
the integrated circuits process is discharged through Outfall 001 to Beaverton Creek
November 1-April 30; discharges are prohibited during the summer months due to low
stream flows, to avoid possible water quality violations. Gray water is potable,
purified by deianization or reverse osmosis and used for rinsing silicon chips and
wafers. Neutralization and settling are used. Sanitary wastes and integrated
manufacturing process wastewaters, excluding the gray water mentioned above, are then
routed to the Unified Sewerage Agency municipal sewage system for further treatment.
Gray water which cannot meet NPDES permit limits is also diverted to the sanitary
sewer. TSS limits are BP J, while BOD-5 limits are a combination of BPJ and Oregon
Administrative Rules (340-41-455(i)). no and pH limits are based on BCT/BRT effluent
guidelines (40 CFR 469.18, 469.14). All other limits are based on water quality
criteria to protect Beaverton Creek during the allowable discharge period. The permit
does not include requirements for biomanitoring; however it does contain a standard
reopener clause for toxic pollutants.
Effective Date: November 1, 1984 Final Permit
Expiration Date: October 31, 1989 Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
CR0001589: Tektronix, Inc.
Pollutants Outfall Avq./Max. Limits and Units Monitoring,
(May 1-October 31)
001
:
No sunmer discharges allowed to Beaverton Creek.
(November 1-April 30)
Flew
—/0.400 mqd
continuous
BOD-5
—/20 ma/1
1/w ccmp
TSS
—/20
Cadmium
—/0.1
it II
Chromium (Total)
—/0.5
it *i
Copper
—/0.1 " : "
Nickel
—/0.5
II M
Zinc
—/0.5
II »l
Lead
—/0.5
II II
Cyanide Ion (Total)
—/0.1
" qrab
Ammonia (Un-ianized)
—/0.5
it H
Fluoride Ian
—/3.75 " : " ocnp
TTO*
—/0.47 " :l/m arab
PH
6.0-9.0 scontinuous
Cadmium
002
0.1/— il/w camp
Chranium (Total)
0.35/--
Copper
4.0/—
Nickel
1.2/— : "
Zinc
0.6/— t "
Cyanide Ion (Total)
0.2/— : " arab
PH
6.0-9.5 tcontinuous
:
:
:
•
•
*TTOtotal toxic orqanics M0 CER 469.11(a)).
-------
OR0001597: The Pennwalt Corporation, in Portland, is in the Inorganic Chemicals
Manufacturing Category (40 CFR 415) and manufactures chlorine/caustic soda (275 tpd),
sodium chlorate (67 tpd), hydrochloric acid (81 tpd), and ammonia (27 tpd) (SIC 2812,
2819). The plant discharges an average of 21.4 mgd of process wastewaters and
stormwater through four outfalls to the Williamette River. Wastewater treatment
consists of retention, in-line mixing, and e8 neutralization- Effluent limitations
are based on the BAT/BCT effluent guidelines. Annual 96-hr static acute toxicity
tests are required at each outfall, as well as an annual 96-hr instream live box
toxicity tests within the mixing zone. The mixing zone is a 130 foot wide strip of
the river extending 50 feet toward the middle of the river from the harbor line, 80
feet toward the west shore from the harbor line and 200 feet upstream from the
upstream outfall to 200 feet downstream from the downstream outfall. An adequate
spill prevention and. handling plan must be in force at all times.
Effective Date: March 31, 1986 Final Permit
Expiration Date: March 31, 1991 Abstract Date: May 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001597: Pennwalt Corp.
Pollutants Outfall Avg./HaX. Limits and Units Monitoring
LIMITATIONS FOR THE COMBINED DISCHARGE FRCM 001. 002. 003. AND 004
Flow
:Not to exceed 37.0 MGD
continuous
Chromium (Net)
:4.0/8.0 lb/d (Until 6/30/87)
1/w 24-hr comp
:3.0/7.0 - (After 6/30/87)
n it
Lead (Net)
11.5/3.0 "
l/m
Zinc (Net)
*2.5/5.0 "
II II
Nickel (Net: excluding 003) :3.03/7.95 "
II II
Copper (Net: excluding 003) :4.02/9.84 "
n n
TSS (Net) : :429/920 "
l/d
Total Residual Chlorine (001 & 004) 50.0/75.0 lb/d (Until 6/30/87)
3/d grab
6.9/11.3 " (After 6/30/87)
it n
t>H
6.0 - 9.0
continuous
INTAKE MONITORING
Chromium. TSS. Ammonia
monitor onlv
1/w 24-hr conp
Lead. Nickel. Zinc. Coooer
It
l/m
-------
OR0001627: The Nickel Mountain Resources Company owns and operates a nickel mining
and smelting facility (SIC 3339), near Riddle, where the ore is removed by open cut
methods, screened, crushed, and aerially transported down the mountain to the smelter
storage stockpile area. The ore is processed by drying, screening, crushing,
calcining, melting, and refining at the smelter. This facility is in the Qcg Mining
aod Pressing Category (40 cfr 440) and the Ferroalloy Manufacturing Category (40 CFR
424) and produces about 80 tons/day of ferronickel pigs, with a 50% nickel content.
Outfall 001 discharges slag processing, sanitary waste, and treated mine runoff to
Crawford Creek. (Xitfall 002 consists of treated mine runoff and empties into Thompson
Run, and Outfalls 003 and 004 discharge treated mine runoff into Doe Run. Wastewater
treatment consists of a series of sedimentation ponds and a recirculation syatfiffi-
Sanitary wastes are routed through a septic tank, and sand filter sewerage system.
After chlorination. the treated wastes are discharged to Middle Pond. Effluent
limitations are a fi£i determination of the proposed BAT/BCT effluent guidelines. Once
the guidelines are finalized, the permit may be reopened to incorporate all applicable
limits. The mixing zone for (Xitfall 001 extends from the point of discharge to the
confluence with Cow Creek, and that portion of Cow Creek 5 feet upstream and 200 feet
downstream from the confluence with Crawford Creek. The mixing zones for 002, 003,
and 004 extend from the point of discharge to 1000 feet downstream on the respective
receiving streams.
Effective Date: July 23, 1985 Final Permit
Expiration Date: May 31, 1990 Abstract Date: May 18, 1989
EFFLUENT LIMITS (FINAL)
OR0001627: Nickel Mountain Resources Co.
Pollutants
Qitfall
Avq./Max. limits and Units
Monitoring
Flow
001
monitor onlvs no discharge allowed
1/r! instant.
from Julv 1 through Sept. 30
oH
6.0 - 9.0 (Oct. 1 - June 30)
1/w grab
Turbid itv
monitor onlv
it n
Rainfall
II
l/m measured
Suspended Solids
600/1200 lb/d
1/w grab
Total Chromium
2.50/5.00 "
l/m
Manganese
1.50/3.00 " ^
n vi
WHEN RAINFAT.r. FYPFTFTV! c; TNTHES DURING ANY MONTO AND RIJNQFF CREATES EXCESSIVE
TURBIDITY. THE FOLLOWTNT, T.TMTTATTONR WTT.T. APPT.V
Suspended Solids
001 :3000/6000 lb/d
-l/w grab
Total Chromium
:4.0/8.0 " _!
l/m "
Manganese
4
2.50/5.00 "
n n
Flow 002.003.004:monitor onlv* From Julv 1 through
1/w estimate
1
Sept. 30. no discharge allowed, except
¦
as necessitated bv excess precipitation.
pH
I
Suspended Solids
!20.0/30.0 mo/1 j "
TREATED SANITARY WASTES AT POT NTT CF DTPTHARRR TO MTHOLR POND.
Flow
Average drv weather flow not to
2/w instant.
exceed 10.000 GPD (Julv 1 - Sept. 30)
BCD 5
2.5/5.0 lb/d (30/60 im/l>
l/m grab
TSS
2.5/5.0 " (30/60 " )
n n
Fecal Coliform
200/400 1/100 ml
n it
pH
6.0 - 9.0
1/w
Chlorine Residual
monitor onlv
2/w
Chlorine Used
n
1/w measured
-------
OR0001635: The Chevron Chemical Company plant in St. Helens, is in the Fertilizer
Manufacturing Category (40 CFR 418) and produces nitrogenous fertilizers (SIC 2873),
including ammonia (260 tons/d), urea (395 tons/d), nitric acid (69 tons/d), and
ammonium nitrate (109 tons/d). Outfall 001 discharges a combination of cooling water
(14 mgd) and process wastewater (10,200 gpd) to the Columbia River. Outfall 002 is an
internal monitoring point for process wastewater. Pollution abatement consists of
diluting the process wastewater with cooling water prior to discharge. The basis for
the mass limitations at Outfall 002 is the BAT effluent guidelines, using the
following production factors: ammonia - 0.025/0.05 lb NH3-N/1000 lb of product; urea
0.27/0.53 lb NH3-N/1000 lb of product; and 0.46/0.86 lb organic nitrogen/1000 lb of
product. The basis for concentration and other limits at Outfall 001 is state water
quality standards, allowing q§£ limits for NH3-N, organic nitrogen, and temperature.
The mixing zone is described below. The process waste contains an average of 4 lb/d
organic nitrogen and 13 lb/d NH3-N. A SEili Prevention an£ Control Plan is to be in
force at all times.
Effective Date: December 12, 1986 Final Permit
Expiration Date: December 31, 1991 Abstract Date: January 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001635: Chevron Chemical Company
Pollutants Qutfsll Avo./Max. Limits and Units Monitoring
Flow
001
—/25 MGD
1/d continuous
NH3-N (Net)
2.0/4.0 ma/1
2/w 24-hr comn
Organic Nitrogen (Net)
2.0/4.0
n n
Oil and Grease
—/10
l/w grab
Temperature (Net)
< 30 F increase above intake
1/d measure
PH
6.0 - 9.0
" continuous
Flow
002
monitor onlv
1/d total
NH3-N
229/449 lb/d
2/w 24-hr comn
Organic Nitrogen
368/688
n n
Mixing Zone: There shall be no violation of State Water Quality Standards (OAR 340-
41-2-5) outside the mixing zone defined as: A narrow strip of the
Columbia River 165 feet wide and extending from 165 feet upsteam to 57»?
feet downstream of the point of discharge.
-------
OR0001708: The Northwest Aluminum Company, recently purchased the Martin Marietta
Corporation Aluminum Smelting facility in The Dalles. The plant utilizes the Hall
Heroult method with vertical stud soderburg cells to produce aluminum ingots and/or
billets (SIC 3334). This facility is in the Nonferrous Metals Manufacturing Category
(40 CFR 421). Wastewater that is generated by the air contaminant control equipment
(scrubber) is recirculated through a recycle pond where a portion is discharged from
CXitfall 001 to the Columbia River. The recycle pond also receives effluent, via
Outfall 002, from the small package sewage treatment plant, as well as landfill
leachate and runoff from a pot liner storage pad which empties from Outfall 003.
A plan and time schedule for the control of cyanide from the landfill must be
submitted within 60 days of permit issuance. Effluent limitations are based on BAT
effluent guidelines. An annual 96-hour static toxicity test must be conducted on the
discharge from Outfall 001 and a Spill Prevention and Control Plan is to be in force
at all times.
Effective Date: March 31, 1986
Expiration Date: March 31, 1991
Abstract Date:
Final Permit
January 19, 1989
EFFLUENT LIMITS (FINAL)
OR0001708: Northwest Aluminum Company
Militants.
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
m.
0.2 MGD
1/d continuous
TSS.
750/1500 IfcZsL
3/w 24-hr comp
Benzo (a) pvrene
0.041/0.088 "
IZh grab
Antimony
2,3/5.1
24-hr como
Nickel
1.0/1-5
(From April 1 to Sept. 30)
Fluoride
123.8/497.8 "
3/w
Aluminum
10.9/82.4
1/w
(From Oct. 1 to March 31)
Fluoride
243.2/497.8 "
3/w
Aluminum
22.4/82.4
1/w
Oil and Grease
Free Cvanide
—/1Q ma/1
-/Q.4
**
2/m grab
1/w
Total Cyanide
EH.
monitor only
6.0 ~ 9.0
l/d continuous
FlOW
M2.
monitor only
l/d measure
Chlorine Residual
grab
TSS.
20/30 ma/1 (3.3/5.0 lb/d)
1/w
BQQL
20/30
(3.3/5.0 " L
Fecal Coliform
200/- #/100 ml
l/m
EH-
6.0 ~ 9.0
1/d continuous
Total Flow
sm.
monitor only
1/w measure
Free Cvanide
—/Q.l ma/1
grab
Total Cyanide
monitor only
Fluoride
Aluminum
Mixing Zone: That portion of the Colunfaia River within 300 feet from discharge Point.
**Limits in effect until completion of cvanide control facility.
-------
OR0002402: Ore-Ida Foods. Inc. operates a vegetable processing facility in Ontario,
where up to 3 million lbs/day of potatoes are caustically peeled, trimmed, cut,
blanched, frozen, sorted, and packaged into frozen potato products (SIC 2037).
Approximately 20 million pounds of onions and 70 million pounds of corn are also
processed over a six week period. This facility is in the Canned and Preserved Fruits
and Vegetables Processing Category (40 CFR 407; Subpart D, Frozen Potato Products).
Outfall 001 discharges treated process wastewater and Outfall 002 discharges once-
through groundwater that is used to deice the defrosting cooling tubes. Both outfalls
empty into the Snake River. Process wastewater treatment consists of primary solids
removal and biologic?! secondary treatment (i.e. activated sludge). During the
summer, a portion of the treated water is diverted for irrigation onto company
property where grasses are grown and cut for cattle feed. Primary and secondary
sludges are also used as cattle feed. Effluent limitations for Outfall 001 are
BPT/BCT based on the effluent guidelines, and the limits for Outfall 002 are based on
historical data. A Spill Prevention ao£ Control Plan must be in force at all times.
Effective Date: January 4, 1988 Final Permit
Expiration Date: November 30, 1992 Abstract Date: January 17, 1989
EFFLUENT LIMITS (FINAL)
OR0002402: Ore-Ida Foods, Inc.
pollutants Qifcf&n Avq./Max. Limit? and Units Monitoring
Flow
001
monitor onlv
1/d totalizer
BOD5
4200/8400 lb/d
2/w 24-hr comn
TSS
4200/8400
3/w "
Floating Solids
none visible
1/d visual
Temperature
monitor onlv
1/w grab
dH
6.0 - 9.0
1/d
Flow
002
shall not exceed 2.0 MGD
" estimate
Temperature
27 C (80 F)
1/m grab
pH
6.0 - 9.0
ft It
Mixing Zone: Point of discharae to a distance of 100 feet downstream.
• • •
TRRTGATTON FTETJ) MONITORING
No. of Acres Irrigated
monitor only
1/m
Application Rate
fl
" estimate
TKN of Irrigated Water
If
grab
-------
OR0002542: The Weyerhaeuser Co. mill in Klamath Falls, OR (s.w. area of state near
California border) is in the Sawmills and Pianino Mills Subcategory of the Timber
Products Category (40 CFR 429.110 Subpart K) (SIC 2421). Products include hardboard,
plywood, lumber, and particle board (SIC 2436, 2492, 2499). Process wastewater
receiving biological secondary treatment (0.8 mgd) is discharged at Outfall 001;
cooling water (3.91 mgd) is discharged at Outfall 002; and Outfall 003 is treated
sanitary wastes (0.159 mgd). All outfalls discharge to the Klamath River. The basis
for limitations is a BPJ extension of previous effluent limits based on treatment
system capabilities and preservation of water quality standards outside of separate
mixing zones for (Xitfalls 001 and 002. Unspecified use was also made of the effluent
guidelines (presumably BPT) for this category; however, the facility manufactures
hardboard by a wet-dry process and no EPA effluent guidelines pertain to this process.
Outfall 003 limits are based on secondary treatment standards. The permit requires a
BMP plan but does not contain a specific reopener clause. Other permit requirements
include (1) nutrient addition to the biological treatment system, (2) creation of a
program to reduce fresh water consumption through recycle, (3) appointment of an
environmental supervisor, (4) no dredging of the log transport area in the Klamath
River without notification of the state, (5) no discharge of glue wastes, (6) special
log handling methods to minimize the effects on the river, including easy let-down
methods to minimize generation of bark and debris, clearing the river bank and river
itself of bark & debris, and preventing submerged logs, bark, and debris from leaving
the boomed log handling area, and (7) daily inspections and a written operations log
for the treatment plant.
Effective Date: April 20, 1987 Final Permit
Expiration Date: January 1, 1992 Abstract Date: January 19, 1989
EFFLUENT LIMITS (FINAL)
OR0002542: Weyerhaeuser Co. (Klamath Falls)
Pollutants Outfall Ay q./Max. Limits and Units Monitoring
Flow
001
monitor onlv
l/d estimate
Temperature
ft
" orab
BOD-5
250/600 lb/d & monitor influent
3/w "
TSS
325/700 lb/d & monitor influent
tt n
OH
6.0-9.0
l/d arab
FlOW
002
—/II.6 mgd
" estimate
oH
6.0-9.0 or ambient level
" qrab
Temperature
—/46 C (—/115 F)
n
Flow
003
monitor onlv
1M estimate.
B0D5
30/— mg/1 (40/80 lb/d)
1/w orab
TSS
85/170 " (113/227 " )
f« n
Fecal Coliform
200/400 per 100 ml*
1/q ¦
OH
monitor onlv
1/H ¦
Chlorine Residual
n
ft ft
Pounds Chlorine Used
n
It
Production for reporting period—aw. monthly tpd Hardboarcl Production.
No violation of Water Quality Standards outside of these mixing zones.
001 & 003 - within 300' of discharge.
002 - 400' upstream. 1500' downstream, 500' across stream from point of dlSCharq1
~Monthly average/weekly average. _
-------
OR0030589: The Wacker Siltronic Corporation, in Portland, grows silicon ingots and
slices them into thin wafers for polishing (SIC 2819). This facility is in the
Electrical and Electronic Components Category (40 CFR 469). Currently, 0.3 MGD of
process wastewater and 0.19 MGD of cooling water is discharged from Outfall 001 to the
Willamette River. The permittee has proposed construction of a polysilicon plant that
would increase the flow to 0.80 MGD by 1991. Wastewater treatment consists of
neutralization, clarification, and coagulation on an as needed basis. Effluent
limitations for fluoride, total chromium, hexavalent chromium, and total toxic
organics are based on BP J. whereas the remaining parameter limits are based on
effluent guidelines. Semi-annual 96-hr static toxicity tests are required and a Spill
Prevention and Control Plan is to be in force at all times.
Effective Date: February 18, 1987 Final Permit
Expiration Date: January 31, 1992 Abstract Date: January 18, 1989
EFFLUENT LIMITS (FINAL)
OR0030589: Wacker Siltronic Corporation
Pollutants Qutfell Ayg./Max, Limit? and Units Monitoring
• • •
LIMITATIONS UNTIL COMPLETION OF THE POLYSILICON PLANT
(Process Wastewater)
Flow
001 :monitor only
continuous
BOD5
:15/30
mg/1
(81/162 lb/6)
:l/w 24-hr cnrnn
TSS
:15/30
n
(81/162 " )
. "
•
ft
Fluoride
:6/12
n
(33/65 " )
. "
•
fl
Hexavalent Chromium
:0.02/0.05 mg/1
(0.11/0.27 lb/a)
. «
11
Total Chromium
:0.3/1.0
n
(1.6/5.4 " )
. »
•
ft
Total Toxic Oraanics
:—/1.37
n
:l/m
_arab
fCooling Water and Boiler Blowdown)
Total Phosphates
:2.0/5.0
mg/1
:l/w
grab
(Combined Outfall)
Temperature
:85 F
:l/w
grab
Free Available Chlorine
:0.2/0.5
mg/1
*
• ~~
VI
r>H
:6.0 - 9.0
:continuous
r.TMTTS AFTER COMPLETION OF THE POLYSILICON PLANT
Flow
001 :monitor only
continuous
BOD5
:15/30
mg/1
(100/200 lb/d)
:l/w 24-hr comn
TSS
:15/30
n
(100/200 " )
. n
ft
Fluoride
:6/12
n
(40/80 " )
• "
fl
Hexavalent Chromium
:0.02/0.05 mg/1
(0.11/0.27 lb/d)
. "
n
Total Chromium
:0.3/1.0
n
(1.6/5.4 - )
. "
it
Total Toxic Oraanics
:—/1.37
n
:l/m
grab
(Cooling Water and Boiler Blowdown)
Total Phosphates
:2.0/5.0
mg/1
:l/w
grab
(Combined Outfall)
Temperature
:85 F
:l/w
arab
Free Available Chlorine
:0.2/0.5
mg/1
*
•
n
PH
:6.0 - 9.0
:continuous
Mixing Zone: 50 foot radius from the point of discharge?
; ; ;
~Discharge of chlorine shall not occur more than 2 hours on anv dav.—There Shall be.
no discharge of cooling tower blowdown during chlorination.
**Monitoring to occur during cooling system chlorination. .
-------
OR0030929: Intel Corporation, produces integrated circuit components (SIC 3674) at
its facility in Aloha, and is in the Electrical and Electronic Components Category
(40 CFR 469). The facility's only outfall discharges untreated reverse osmosis
concentrate to a storm sewer which flows into Beaverton Creek. Effluent limitations
are based on EBI and discharge monitoring data collected during a study of the
wastestream. Monitoring data for total dissolved solids and fluoride will be reviewed
by the State after a period of one year. Upon review, monitoring requirements may be
modified. A SEill Prevention gosl Control Plan is to be in force at all times.
Effective Date: August 19, 1986 Final Permit
Expiration Date: June 30, 1991 Abstract Date: January 17, 1989
EFFLUENT LIMITS (FINAL)
OR0030929: Intel Corporation
Pollutants cxjtfaii
Ava./Max. Limits and Units
Monitoring
Flow
001
continuous
Fluorid?
—/4.0 ma/l (~/6.7 lb/d) *
1/w grab
TQtal Dissolved Solids (effluent)
-/120
(~/20Q
_L
(influent)
monitor only
Total Residual Chlorine
—/Ot 5 m/l
**
EfL
6,0 - 9,0
Mixing Zone: Point of discharge to a distance of 100 feet downstream.
~If the influent to the reverse osmosis system contains more than 20 mg/1 Of total
dissolved solids and/or 1.0 ma/1 of fluoride, the discharge concentration may exceed
the abovementioned limits. The maximum amount of TPS and fluoride shall not exceed
200 lbs/dav and 6.7 lbs/dav. respectively. —
**Not to exceed 0.5 ma/1 or limited to that in the intake potable water supply.
-------
OR2021857: Chembond Corporation, operates a formaldehyde, urea, phenol, and melamine
resin (SIC 2869, 2821) manufacturing plant, in Springfield. This facility is in the
Organic ClrendCfrlSr Plastics. synthetic Fibers Category (40 CFR 414). The
discharge consists of surface runoff, boiler and cooling blowdown (001), surface
runoff (002), and non-contact cooling water (003). The untreated effluent enters a
storm sewer before emptying into the Willamette River. Effluent limitations are the
same as those in the previous permit, however, the permit will be reopened and
modified once BCT and/or BAT effluent limits have been promulgated. Water treatment
chemicals containing tri- and hexavalent chromium, copper, zinc, chlorinated phenols,
or other priority pollutants are prohibited from being discharged.
Effective Date: January 8, 1985 Final Permit
Expiration Date: June 30, 1989 Abstract Date: January 17, 1989
EFFLUENT LIMITS (FINAL)
OR2021857: Cheitbond Corporation
Pollutants Qlitfflll Ayg./ffox, Limit? and Unlt§ Monitoring
Flow
001
< 1.0 MGD
1/d recorder
pH
6.0 - 9.0
grab
TSS
< 30 mo/1
1/a 24-hr comp
Phenol
< 0.5 -
1/w
Total Phenols
< 0.5 "
ft VI
Formaldehyde
< 10 ¦
1/m n
Oil and Grease
< 10 "
none listed
Heat
< 15.000.000 BTU/hr
1/d calculate
BOD
see below
1/m 24-hr cornn
COD
monitor onlv
n it
PH
002
6.0 - 9.0
1/d arab
Phenol
< 0.5 ma/1
1/w
Total Phenols
< 0.5 ma/1
n rt
Formaldehyde
< 10 -
ft n
Oil and Grease
< 10 "
none listed
Heat
003
< 1.000.000 BTU/hr fDailv Ava.)
1/d calculate
pH
6.0 - 9.0
" orab
BOD concentration divided bv dilution factor shall not exceed 1.0. _
Phenol concentration at the downstream edge of the mixing zone shall be < 0.001 mo/1,
Mixing Zone: that portion of the storm sewer from each outfall to the foot bridge
at the entrance to the pond at Alton Baker Park.
-------
PA0005444: Westinqhouae Electric Company in the East Pittsburg Borough of
Pennsylvania, manufactures motors, generators, and various switchgear (SIC 3621 and
3163). The facility is in the Electrical and Electronic Components Category
(40 CFR 469), discharging roughly 1.3 mgd of untreated water to Turtle Creek. Outfall
004 discharges roughly 0.35 mgd of process and contact cooling waters along with
roughly 0.65 mgd of nancontact cooling and storm runoff waters. Outfall 003 and 005
discharge .07 and .24 mgd of nancontact cooling water, blowdown from cooling towers
and boilers, and storm runoff. Outfall 007 discharges .02 mgd of wastewater from a
brazing/welding operation, a dust collector, a sand blasting operation, and other
nonprocess water. Outfalls 001 and 002 discharge small amounts of nonprooess water,
and discharge is not allowed from Outfalls 006, 008, 010, and 012-015. Effluent
limitations for TSS are based on HPT effluent guidelines, using a BPJ determination
that BCT=HPT. Oil and grease limitations are in accordance with Pennsylvania State
limitations. The remaining parameters are limited by water qn«m-y mH * which are
more restrictive than BAT guideline limits. Monitoring for titanium, arsenic, copper,
lead, mercury, nickel, and zinc is to be conducted both at Outfall 004 and a storm
sewer located upstream from the plant. Biamonitoring requirements and a BMP plan are
not mentioned in the permit; however the facility is required to submit a Pollution
Reduction Report detailing the source of the copper, mercury, and zinc present in
Outfall 005. The report must also describe the measures taken to eliminate these
pollutants, the implementation schedule, and the effectiveness of the program.
Effective Date: January 7, 1985 Final Permit
Expiration Date: January 7, 1990 Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
PA0005444: Vfestinghouse Electric Ccqpany
Pollutants Outfall Aver./Max. Limits* and Units Monitoring
Flow
1007,001,
monitor only
:2/m estimate
TSS
:003
31/60/75
ma/1
t M
grab
PH :
6.0-9.0
• M
II
Oil and Grease
:007,003
15/30/30
mg/1
* H
M
Flew
:004,005
monitor only
• H
•
estimate
Oil and Grease :
15/30/30
nq/1
t m
grab
TSS :
31/60/75
It
f H
8 hr camp
Copper :
monitor
{ M
li
Mercury :
II
* M
li
Zinc :
li
• n
•
H
PH :
6.0-9.0
f H
grab
Aluminum
: 004
0.9/1.8/2.3
mg/1
• H
•
8 hr camp
Iron :
3.0/6.0/7.5
II
9 M
II
Manganese :
2.0/4.0/5.0
II
f M
II
Titanium :
monitor
s 11
M
Arsenic :
*i
§ 11
II
Lead :
n
t 11
II
Nickel :
ti
I 11
II
:
:
:
:
:
:
:
:
~Monthly average/daily maximum/instantaneous maximum
Note: There shall be no net addition of pollutants to Outfall 002
(non-contact cooling water).
-------
PA0008419: Merck and Company, Inc. of Danville, Pennsylvania, is a manufacturer of
human and animal health products and industrial organic chemicals (SIC 2833 and 2828)
and discharge is from a single outfall to the North Branch of the Susquehanna River.
The facility is in the Pharmaceutical Manufacturing Category (40 CER 439). A total of
1.2 mgd from the manufacture of antibiotics, vitamins, steroids, industrial organic
chemicals, veterinary organic chemicals, and medicinal chemicals combines with 9.2 mgd
nonccntact cooling water after treatment. The wastewater is mixed in an equalization
basin followed by secondary clarification prior to discharge. Sludge is treated by
gravity thickening and belt or vacuum filtration prior to landfillinq or incineration
A Toxic Reduction Plan must be submitted for approval within 60 days of permit
issuance and compliance with final effluent limits on toxic pollutants must be met by
July 10, 1987. Effluent limits on fecal coliform must be met 18 months after permit
issuance. Effluent limits on total cyanide are based on BAT effluent guidelines. All
other limits are water quality based except OCX) limits which are technology based by
BPJ, since there is no water quality limit for this parameter. Biomonitoring with one
species of fish and one species of invertebrate is required once per quarter. There
is no BMP Plan included in the permit.
Effective Date: July 10, 1984 Final Permit
Expiration Date: July 9, 1989 Abstract Date: May 3, 1985
EFFLUENT LIMITS (FINAL)
PA0008419: Merck and Ccnpany, Inc.
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flew (total)
001
report
:continuous
Flew (treatment plant)
it
• ii
•
BQD-5
2700/5400
lb/d
(31/62 mq/1*)
:l/d 24 hr camp
TSS (net\
1530/3060
II
(18/35 " *)
• It n
Ammonia Nitroqen (5/1-10/31)
2300/4600
ii
26/52 nq/1
• ti it
Ammonia Nitroqen (11/1-4/30)
4600/9200
II
52/104
• M M
•
COD
12000/24000
ii
135/270 "
• II II
Temperature
—/100 F
: " I-S
Copper, Total
report
:l/m grab
Nickel,
II
• II it
•
Zinc,
II
¦ II ii
Cyanide, " **
9.9/17.9
lb/d
0.11/0.2 mg/1
:l/d 24 hr como
Free Cyanide
6.7/—
ii
0.075/—
• li ii
•
Benzene **
1.48/—
ti
(0.017/—mi/lM
:l/w grab
Chloroform **
0.43/—
II
(0.005/— "*)
• it n
Ethylene Dichloride**
2.12/—
(i
(0.024/— "*)
• ti ii
•
Methyl Chloride**
0.43/—
it
(0.005/— "*)
# *1 M
•
Methylene Chloride**
0.43/—
li
(0.005/— "*)
, »» II
•
Vinyl Chloride**
4.5/—
ii
(1.93/— "*)
• It II
•
Fecal Coliform (5/1-9/301
200/1000 per
100 ml
:l/d
Fecal Coliform (10/1-4/30)
—/20000
li
• M li
BOD-5 (influent to treatment)
report
: " 24 hr ootid
TSS (influent frcm river)
ii » M »i
•
pH :
6.0 - 9.0
: " grab
:
:
~Equivalent concentrations based on flow of 10.4 mgd, but not included in the permit.
**Interim monthly average limits (lb/d) in effect until 7/9/87: total cyanide - 9.9;
Benzene - 12.0; Chloroform - 108; ethylene dichloride - 253; methyl chloride - 44;
methylene chloride - 325; vinyl chloride - 43.
-------
PA0008800: Westfield Tanning Company, in Westfield, is engaged in leather tanning of
cattlehides by hair save, vegetable tanning (SIC 3111) and has a production rate of
116,000 pounds per day. Waste streams from process areas are subjected to primary
clarification, flocculation. pH/temperature adjustment, activated sludge,
nitrification-denitrification. chlorination. and post aeration prior to being
discharged from Outfall 001 to the Cowanesgue River at an average rate of 0.3 mgd.
Effluent limitations for TSS and for oil and grease are based on BAT effluent
guidelines in the Leather Tanning Finishing Category (40 CFR 425, Subpart C),
whereas limitations for BCD5, total chromium, ammonia, and total phosphate are based
on water quality standards. A Toxicity Reduction Evaluation must be completed within
180 days of the issuance date of the permit. The purpose is to determine what is
necessary for the permittee to meet water quality-based limits for total antimony,
total cadmium, total mercury, total nickel, total silver, total thallium,
pentachlorophenol, and phenol. Prior to conducting the TRE, the permittee may submit
a report demonstrating alternative site-specific bioassay-based "safe concentration
values" for the pollutants in question. The permit contains a reopener clause
pertaining to the addition of water quality-based permit limits.
Effective Date: May 6, 1988 Final Permit
Expiration Date: May 5, 1993 Abstract Date: February 23, 1989
EFFLUENT LIMITS (FINAL)
PA0008800: Westfield Tanning Company
Pollutants Outfall Ava./frtox. Limits and Units Monitoring
Flow
001
monitor only
1/d continuous
B0D5
50/100 lb/d
(20/40
ma/1)
1/w 8 hr comD
TSS
188/375 "
(75/150
If \
tt
ft
Total Chromium
1.06/2.12 "
(0.4/0.8
ft \
1/q
tt
Ammonia (5/1-10/31)
7.5/15.0 "
(3.0/6.0
ft \
l/w
n
Ammonia (11/1-4/30)
25/50
f10/20
ff \
ft
tt
Total Phosnhate
5/10
(2/4
tt \
ft
tt
Dissolved Oxvaen
5.0 ma/1 minimum
1/d
arab
Oil and Grease
15/30 ma/1
ft
tl
PH
6.0 - 9.0
ft
tt
Antimony (Total)
monitor only
1/m 8-hr como
Cadmium "
it
ft
tt
Mercury "
n
ft
tt
Nickel "
ft
tt
ft
Silver
tt
ft
ft
Thallium
it
ff
ft
Pentachlor ODhenol
n
tt
tt
Phenol
it
tt
It
Molybdenum (Total)
tt
ft
tt
Tin "
tt
tt
It
Beryllium "
tt
ff
It
-------
PA0008885: Procter and Gamble Paper Products Company of the Washington Obwnship,
Pennsylvania, is in the Pulp, Paper, and Paperboard Category (40 CFR 430, Subparts S &
U, Nanintegrated-Tissue Papers and Papergrade Sulfite Subcategories). Itie facility
manufactures sanitary tissue health products (SIC 2647) including facial tissue,
toilet tissue, paper towels, and disposable diapers. Plant operations result in four
discharges to the North Branch of the Susquehanna River: Outfall 001 consists of
process wastewater (10.62 mgd) and groundwater from the sanitary landfill (0.30 mgd);
Outfalls 002 and 004 consist of stormwater only (5.2 and 7.8 mgd, respectively);
Outfall 003 consists of process area stormwater discharge and emergency spill basin
overflow (12.4 mgd). Wastewater treatment includes sedimentation, disinfection,
flotation, recycle, equalization, activated sludge, sanitary landfill, and
heat drying; stormwaters are discharged without treatment. Effluent limitations are
based on water quality standards (NH3-N, chloroform, color), and BPT (BOD-5, TSS, pH)
Fecal coliform values are to be reported from samples taken at an additional
unspecified outfall from the sanitary sewage treatment plant to the secondary
treatment systems. Additional requirements include an annual biological river survey
to determine the lcng-range effects of the wastewater discharge, and a Toxics
Reduction Evaluation for chloroform. The results of fish and insect studies conducted
in the Summers of 1980, 1981, and 1982, revealed no negative impacts to the
Susquehanna River from plant operations.
Effective Dates July 9, 1984 Final Permit
Expiration Date: July 9, 1989 Abstract Date: February 20, 1986
EFFLUENT LIMITS (FINAL)
PA0008885: Procter and Gamble Paper Products Canpany
Pollutants Outfall Avq./Max. Limits and Units Monitoring
: :
Flew
001
:report
:continuous
BOD-5
s10000/18800 lb/d
:l/d 24 hr ocmn
TSS
:10000/18800 "
• M
•
m
NH3-N (Mav 1-Oct 31)
:2800/5600
• »
•
it
NK3-N (Nov 1-Apr 30)
:—/6900
: "
it
Chloroform
:monitor only
:l/a
grab
PH
:5.0 - 9.0
:l/d
ii
002(1)
:
:
Flow
003
:report
tl/m*
moasurai
Color
:—/75 Pt-Co units
:~~
grab
PH
:6.0 - 9.0
:~~
ii
004(1)
:
:
: :
: :
:
:
"
: :
: :
: :
•
•
•
•
: :
: :
(l)Stormwater only; the permit does not limit this outfall.
~While discharging
~~Before discharge
-------
PA0009202: Cerro Metal Producta is a copper forming plant (SIC 3341) located in
Bellefonte, Pennsylvania. The facility is in the Copper Forming Category (40 CFR
468). Discharge from cleaning lines, pickle lines, coil and rod cooling arid cleaning,
rinse tank and waste plant process flows from Outfall 001 to the Logan Branch of
Spring Creek at an average rate of 0.5 mgd. Treatment consists of mixing, reduction/
chemical precipitation, coagulation, neutralization and rapid sand filtration. Sludge
is treated by vacuum filtration and is "laraifilled. Within 180 days after issuance of
the permit a toxic reduction evaluation must be submitted to the Regional Water
Quality Manager. This report must include: (1) identification of the source of
pollutants and control options; (2) effectiveness of control options in meeting
effluent limits; and (3) the discharger's choice of options arid a schedule for
achieving necessary control. After evaluation of this report, effluent limits may be
modified. Effluent limitations on chromium and lead are based on BAT. All other
parameters are limited based on water quality standards; limits on copper, nickel,
zinc, and cadmium are calculated using 75% of the receiving stream capacity of 12 mgd
Ihere is no requirement for bicnonitoring or a EMP Plan included in the permit.
Effective Date: Septanber 20, 1984 Final Permit
Expiration Date: September 19, 1989 Abstract Date: April 30, 1985
EFFLUENT LIMITS (FINAL)
PA0009202: Cerro Metal Products
Pollutants Outfall Avq./Max. Limits and Units* Monitoring
:
Flow : 001
X
:0.5/— mod
I
xcontinuous
Chromium, Total :
xl.34/3.28
lb/d
0.32/0.79
irq/1
:l/d 24 hr camp
Lead, " :
*0.97/1.12
II
0.23/0.27
M
,11 *1
•
Copper, " :
xO.42/0.84
n
0.1/0.20
M
• tt M
Nickel, " x
il.04/2.09
ti
0.25/0.50
II
| II «
Zinc, " :
*3.13/6.26
M
0.75/1.50
•1
• K "
Aluminum, " s
il.25/2.50
•1
0.30/0.60
II
^ 1* •'
TSS :
x75/125
It
~/30
M
j II H
Oil and Grease :
:
15/25
II
xl/w grab
Total Soluble Phosphorus
*0.54/—
lb/d
0.13/0.26
M
xl/d 24 hr oomp
Cadmium, Total :
tO.79/1.58
it
0.19/0.38
II
. n ii
•
Silver :
: report
X
pH :
:6.0 - 9.0
:
: t x
: x :
: x x
: : x
x : x
•
•
•
•
t
] :
~Allowable maximum instantaneous concentration ¦ (2.5 x average oanc.) except
chromium - 2.0 mg/1; and oil and grease - 30 mor/1.
-------
PAQ009300: Howes Leather Company, Inc., in Curwensville Borough, Pennsylvania, is
engaged in the vegetable tanning of cattle hides to produce sole leather for shoes
(SIC 3111). The facility is in Subpart C, Hair Save or Pulp, Nan-Chrome Tan, Retan-
Wet Finish Subcategory, of the leather Tanning and Finishing Category (40 CFR 425).
Outfall 001 is process wastewater, as is Outfall 002. However, 002 is an emergency
outfall; when discharging, the permit limits apply to the sum discharge of both
outfalls for the mass units of BCD-5 and NH3-N. Outfall 003 is untreated nonoontact
cooling water and unused river water. Plant discharges are to the West Branch of the
Susquehanna River. Process wastewaters are collected in a sump and pumped to a
treatment facility consisting of polymer addition, clarification, equalization,
acid addition, neutralization, biological treatment, arvd chlorination. Sludge is
dewatered and trucked to a storage lagoon or disposal site. The limitations are based
on BPT/BftT effluent guidelines (40 CKR 425.31, 425.33) except for the ammonia, fecal
ooliform, and flow limitations which are instead based on water quality standards.
Both concentration and mass limitations are contained in the permit. The permit is
subject to reopening for toxic pollutants and other applicable guidelines. A BMP plan
is not required.
Effective Date: September 12, 1984 Final Permit
Expiration Dates September 11, 1989 Abstract Date: March 18, 1986
EFFLUENT LIMITS (FINAL)
PA0009300: Howes Leather Canpany, Inc.
Pollutants Outfall Avq./Max. Limits and Units
Monitoring
Flow
001,002***
Tl/d"
:279/621 lb/d N/A/573/643 mg/1* :l/w 24 hr ocmp
BOD-5
N/A/821/934
TSS
:405/891
:234/467
:700/1400
N/A/431/540
N/A/1290/NA
Armenia Nitrogen (5/1-10/31)
Ammonia Nitrogen (11/1-4/30)
15/22/30
Oil and Grease
:16/24
:200 per 100 ml (geometric avq.) or :l/m grab
1000 per 100 ml in > 10 % of samples.:
Fecal CoHform (10/1-4/30)
(200000 per 100 ml (qecmetric avq) »l/m grab
Hexavalent Chromium
0.06/— lb/d 0.055/—/0.138 mg/l*:l/v 24 hr rmf
Total Chromium
5.4/16.2 " 4.98/14.94/— " *
PH
6.0 - 9.0 :l/d grab
t
Flow
003
0.120/— mqd tl/d
PH
6.0 - 9.0 :l/w grab
•
•
s
•
•
t
¦
t
4
i
•
•
~*Manitorinq for 002 consists of daily grab samples, except for hexavalent and
total chromium which require yearly grab samples.
~**Sum discharge of both outfalls for the mass units of BOD-5 and NH3-N.
-------
PA0010987: Tbbyhanna Army Depot, located in Coolbaugh Township, Pennsylvania, is in
the Metal Finishing Category (40 CHI 433) and produces discharges from printed circuit
board manufacturing and electroplating processes (SIC 9199 - General Government, not
elsewhere classified). Outfall 101 is internal consisting of pre treated process
wastewater, and is combined with sanitary wastewater for a flow of 0.802 mgd before
entering wet weather channel to Tdbyhanna Creek at Outfall 001. 001 was originally
treated by bar screens, primary settling tanks, trickling filters, final settling
tanks, chlorine disinfection, anaerobic digestion, and sludge drying beds. The sewage
treatment plant has been upgraded, however, by renovating the primary clarifiers,
converting trickling filters to biological towers with synthetic media, installing
sand filters and gravity thickeners, and enclosing the sludge drying beds.
Pre treatment processes are not identified. Outfall 002 is coed pile runoff to
Barney's Pake. Permit limits on 001 are based on water guality standards. Limits on
002 are a HPJ determination of BPT, and limits on 101 are based an BAT guidelines for
the metal finishing industry. Outfall 001 effluent is discharged to a dry stream
normally without the benefit of dilution. If the effluent causes a health hazard,
additional treatment may be required by the Pennsylvania DER. A BMP plan is not
included in the permit.
Effective Date: September 28, 1984 Final Permit
Expiration Date: September 28, 1989 Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
PA0010987: Tobyhanna Army Depot (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
Flow
001
monitor only
continuous
BOD-5
201/— lb/d 30/60 no/1*
1/w 8 hr canp
TSS
201/— " 30/60 " *
M M
Ammonia as N (5/1-10/31)
120.4/— " 18/36 " *
tl «
Phosphorous as P
3.34/— " 0.5/1.0 " *
II II
Oil and Grease
100.34/— " 15/30 " *
arab
Lead
0.35/0.70 " 0.052/0.104/0.130 ma/1*
" 8 hr camp
Chlorine Residual
monitor
1/d grab
% Removal BOD-5
85%**
1/w 8 hr camp
% Removal TSS
85%**
II II
Zinc
0.60/1.20 lb/d 0.09/0.18/0.225 ma/l*
ll II
Fecal Coliform (10/1-4/30)
not specified
" arab
(5/1-9/30)
200 per 100 ml geometric avg. or
H n
t
<1000 per 100 ml in more than 10%
t
of samples
pH t
6.0-9.0
1/d
Flow : 101
monitor only
1/m pump rate
Cadmium :
0.26/0.69 ma/1
" 8 hr canp
Chromium :
1.71/2.77 "
h it
Copper :
2.07/3.38 "
ll ll
Silver :
0.24/0.43 "
it ll
Nickel :
2.38/3.98 "
II H
Cyanide (Total) :
0.65/1.20 "
1/v
TIO :
—/2.13
" arab
pH :
6.0-9.0
1/d
Flew : 002
monitor only
«***pump rate
TBS(l) :
35/70 ma/1
'•*** rprwh
-------
PA0010987: Tobyhanna Army Depot, located in Coolbaugh Township, Pennsylvania, is in
the Metal Finishing Category (40 CFR 433) and produces discharges from printed circuit
board manufacturing and electroplating processes (SIC 9199 - General Government, not
elsewhere classified). Outfall 101 is internal consisting of pre treated process
wastewater, and is cottoned with sanitary wastewater for a flew of 0.802 mgd before
entering wet weather channel to Tobyhanna Creek at Outfall 001. 001 was originally
treated by bar screens, primary settling tanks, trickling filters, final settling
tanks, chlorine disinfection, anaerobic digestion, and sludge drying beds. The sewage
treatment plant has been upgraded, however, by renovating the primary clarifiers,
converting trickling filters to biological tcwers with synthetic media, installing
sand filters and gravity thickeners, and enclosing the sludge drying beds.
Pretreatment processes are not identified. Outfall 002 is coal pile runoff to
Barney's lake. Permit limits an 001 are based an water quality standards. Limits on
002 are a EPJ determination of BPT, and limits on 101 are based on BAT guidelines for
the metal finishing industry. Outfall 001 effluent is discharged to a dry stream
normally without the benefit of dilution. If the effluent causes a health hazard,
additional treatment may be required by the Pennsylvania DER. A BMP plan is not
included in the permit.
Effective Date: September 28, 1984 Final Permit
Expiration Date: September 28, 1989 Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
PA0010987: Tobyhanna Army Depot (Page 2 of 2)
Pollutants Outfall Aver./Max. Limits and Units Monitoring
:
Iron(l)
002
3.5/7.0 irej/1
l/d***grab
Manqanese(l)
2.0/4.0
» *** »
PH
6.0-9.0
» *** «
:
•
•
:
:
•
•
: :
~Monthly average/instantaneous maximum; lead and zinc are monthly average/daily
maxliman/instantaneous maximum.
**Arith. rnowng of effluent BOD-5 and TSS discharged for 30 consecutive days shall
not exceed 15% of arith. means of influent values for these parameters during
same time period.
~**When discharging.
(1) Not applicable to discharge caused by precipitation > 10 vr. 24 hr. storm event
or equivalent snowmslt.
-------
PA0011100: AT & T Technologies. Inc.. in Reading, manufactures semiconductors and
electronic crystals and is in the Electroplating and Metal Finishing Category (40 CFR
413), as well as the Electrical aQ£l Electronic Components Category (40 CFR 469,
Subparts A & B). Outfall 001 receives wastewater from the industrial waste treatment
plant (0.577 MGD), non-contact cooling water (0.010 MGD), boiler blowdown (0.023 MGD),
treated groundwater (500 GPD), back wash water (0.16 MGD), water treatment solids
removal unit overflow (0.074 M<3)), well water (0.087 MGD), and stormwater for a total
of 1.1 MGD discharge to Bernharts Creek. Outfall 003 discharges non-contact cooling
water (0.017 MOD) and stormwater to the Muhlenberg Township Storm Sewer System. There
are also three monitoring points: one for the industrial waste treatment plant (101),
one for the treated effluent from the batch cyanide treatment unit (201), and one for
the groundwater remediation air stripping tower (301). Wastewater treatment
facilities are comprised of cyanide destruction (batch-alkaline-chlorination method),
chrome treatment (acid-sulfonation method), silicon waste treatment (neutralization-
filtration), acid-alkali and regenerant waste (neutralization), combined waste-
terminal treatment (neutralization clarification with sludge dewatering, pH adjust-
ment, monitoring, equalization prior to discharge) and an air stripping unit to remove
volatile organics from groundwater. Effluent limitations for pH, TSS, Beryllium
(Total), and Phenols (Total) are derived from the State water quality standards.
Limitations for 1,1,1 Trichloroethane, trichloroethylene, and tetrachloroethylene are
based on Best Demonstrated Technology from a statistical evaluation of the reported
effluent data for each parameter. All other limitations have been based on the
applicable guidelines for the Electrical and Electronic Components Category and the
Electroplating and Metal Finishing Category. A Toxicity Reduction Evaluation must be
performed for Beryllium (Total) and Phenols (Total). The permittee is to begin work
on the TRE as of January 1, 1988 and have it completed as of October 1, 1988. At this
time, the permit will be modified to incorporate the water aualitv-based effluent
limitations listed in Part C of the permit. Total Beryllium is to be non-detectable
using EPA Test Method 210.2 (A.A., furnace) and the Total Phenols limits (in mg/1) are
0.020/0.040/0.050 (avg. monthly/max. daily/instant, max.).
Effective Date: November 20, 1987 Final Permit
Expiration Date: November 20, 1992 Abstract Date: November 8, 1988
EFFLUENT LIMITS (FINAL)
PA0011100: AT & T Technologies, Inc. (Page 1 of 2)
Pollutants Qitfall Avo./Max. Limits* and Units MffnitPEinq
Flow
•
•
001
•
monitor onlv
continuous
Temperature
•
:110 F instantaneous maximum
tl
PH
•
t6.0 - 9.0
n
Total Dissolved Solids
•
imonitor onlv
2/m
COT> , .
TSS**
•
s30/60/75 mo/1
VI
VI
Beryllium (Total)
»
imonitor only
l/m
VI
Phenols (Total) **
•
:0.050/0.10/0.125 irn/1 (0.5/0.9 lb/d)
VI
n
Tin
•
:monitor onlv
n
Benzene
•
»
R
n
Flow
•
101
rmonitor onlv
continuous
TSS**
•
-.16/32/40 no/1
1/w
care
Oil and Grease**
•
s15/—/30 "
ii
grab-
dH
•
s6.0 - 9.0
1/d ...
VI
Fluoride**
•
i15/27/38 ma/1
2/m
core—
Cadmium (Total)
•
s0.009/0.025 ma/1 (0.043/0.12 lb/d)
n
it
Chromium (Total)**
•
i0.217/0.345/0.54 ma/l (1.1/1.7 lb/d)
VI
n
Cooper (Total)**
•
:0.072/0.117/0.18 " (0.35/0.56 lb/d)
n
n
Lead (Total)**
•
i0.015/0-024/0.038 11 (0.072/0.12 lb/d)
n
n
Nickel (Total)**
•
s0.082/0.14/0.21 - (0.40/0.67 lb/d)_.
n
n
-------
PA0011100: Ml k T Technologies. Inc.. in Reading, manufactures semiconductors and
electronic crystals and is in the Electroplating and Metal Finishing Category
(40 CFR 413) f as well as the Electrical and Electronic Components Category (40 CFR
469, Subparts A & B). CXitfall 001 receives wastewater from the industrial waste
treatment plant (0.577 MGD), non-contact cooling water (0.010 MGD), boiler blowdown
(0.023 MGD), treated groundwater (500 GPD), back wash water (0.16 MGD), water
treatment solids removal unit overflow (0.074 MGD), well water (0.087 MGD), and
stormwater for a total of 1.1 MGD discharge to Bernharts Creek. CXitfall 003
discharges non-contact cooling water (0.017 MGD) and stormwater to the Muhlenberg
Township Storm Sewer System. There are also three monitoring points (101, 201, 301)
at the facility. Monitoring point 101 is the industrial waste treatment plant
discharge, which receives semiconductor manufacturing and metal finishing wastewaters.
Point 201 is the treated effluent from the batch cyanide treatment unit, which treats
0.020 MGD of metal cleaning and electroplating wastewater before being discharged to
Monitoring Point 101. Discharge from the groundwater remediation air stripping tower
is monitored at Monitoring Point 301. Effluent limitations for pH, TSS, Beryllium
(Total), and Phenols (Total) are derived from the State water quality standards.
Limitations for 1,1,1 Trichloroethane, trichloroethylene, and tetrachloroethylene are
based on Best Demonstrated Technology from a statistical evaluation of the reported
effluent data for each parameter. All other limitations have been based on the
applicable guidelines for the Electrical and Electronic Components Category and the
Electroplating and Metal Finishing Category. A Toxicity Reduction Evaluation must be
performed for Beryllium (Total) and Phenols (Total). The permittee is to begin work
on the TRE as of January 1, 1988 and have it completed as of October 1, 1988. At this
time, the permit will be modified to incorporate the water qualitv-based effluent
limitations listed in Part C of the permit. Total Beryllium is to be non-detectable
using EPA Test Method 210.2 (AJL, furnace) and the Total Phenols limits (in mg/1) are
0.020/0.040/0.050 (avg. monthly/max. daily/instant, max.).
Effective Date: November 20, 1987 Final Permit
Expiration Date: November 20, 1992 Abstract Date: November 8, 1988
EFFLUENT LIMITS (FINAL)
PA0011100: AT & T Technologies, Inc. (Page 2 of 2)
Pollutants QutfeU Avg./Max. Limits* and Unit? Monitoring
Silver (Total)** :
101
:0.0083/0.015/0.021
" (0.04/0.072 lb/d) -
n
Zinc (Total)** :
:0.05/0.09/0.13
" (0.25/0.44 lb/d)
n
n
Total Toxic Organics :
:max. dailv 1.2 ma/1 (5.8 lb/d)
l/y
***
Arsenic (Total) :
:monitor onlv
2/v
coitid
Cvanide** :
201
:0.65/1.2/1.6 na/1
(0.11/0.20 lb/d)
2/m
grab
1.1.1 Trichloroethane** :
301
:0.002/0.004/0.005
ma/1
1/m
II
Trichloroethvlene** :
:0.010/0.020/0.025
fl
n
it
Tetrachloroethylene** :
:0.001/0.002/0.0025
ft
ii
n
Flow :
003
:monitor onlv
n estimated
PH ;
:6.0 - 9.0
n
grab
~Monthly Average/Dailv Maximum
_**Monthlv Average/Dailv Maximum/Instantaneous Maximum
***Monitoring for Total Toxic Oraanics shall be performed in accordance with the
—provisions noted in the document entitled: Analytical Methods and Sample
—Collection. Preservation, and Handling Techniques for the 126 Priority Pollutants,
-------
PA0011371: The Baldwin Hardware Corporation, in Reading, is involved in the
manufacture and finishing of hardware (SIC 3471) and is in the Metal Finishing
Category (40 CFR 433). The facility discharges approximately 0.4752 MGD via Outfall
001 to the Schuvkill River. This discharge is comprised of non-contact cooling water
from ultrasonic cleaning (3000 gpd), air compressors (15,500 gpd), gas heating
furnaces (20,000 gpd), solvent stills and degreasers (78,000 gpd), holding tank
overflow (311,200 gpd of excess groundwater), and treated process effluent (47,500
gpd) from the industrial waste treatment facilities. Outfall 002 discharges
uncontaminated stormwater runoff and monitoring is not required. Two internal
monitoring points are located within the facility. Monitoring Point 101 is for the
discharge from the process water treatment facilities and Monitoring Point 201 is
included to monitor Total Dissolved Solids in the cooling water/holding tank overflow
prior to being combined with treated process effluent. Treatment consists of
tfastestceam segregation; continuous chemical oxidation of cyanide wastes; continuous
chemical reduction of chromium wastes; blending these effluents with acid and alkaline
wastestreams followed by neutralization, chemical addition, flocculation, final
settling, and discharge. Effluent limitations for total chromium, copper, lead,
nickel, zinc, total cyanide, and TTO are based on BAT for the Metal Finishing
Category. Limitations for cadmium and silver are water oual ity-based. oil and grease
are based on Chapter 22/ and suspended solids are based on the Delaware River Basin
Commission regulations (avg. monthly) and EE2 (max. daily). The limits for pH are
from PaDER and EPA regulations, and DRBC regulations were used to derive those for
Total Dissolved Solids.
Effective Date: June 16, 1987
Expiration Date: June 16, 1992
Abstract Date:
Final Permit
November 9, 1988
EFFLUENT LIMITS (FINAL)
PA0011371: Baldwin Hardware Corporation (Page 1 of 2)
Pollutants CXitfall Avg./Max. Limits* and Units
Monitoring
Flow
001
:monitor only
:l/w
weir
Trichloroethvlene
«
. «
grab
1.1 Dichloroethvlene
. "
n
Temperature
:110 F **
• "
i-s
Phenols (Total)
: monitor onlv
:l/m
como
Antimonv (Total)
I
. n
It
Arsenic (Total)
"
. »
n
Bervllium (Total)
"
. "
ti
Selenium (Total)
<>
. "
n
Thallium (Total)
n
. "
it
Acrolein
»
. "
grab
Acrvlonitrile
«
. "
It
Bromoform
"
:l/g
IV
Chlorodibromomethane
»
. "
It
Dichlorobromomethane
»
. »
It
Methvl Bromide
»
It
Methvl Chloride
"
. »
IV
Flow
101
"
•rontinuous
TSS
r30/60/75 ira/1 (12/24 lb/d)
jl/m
CORD
Oil and Grease
sl5/~/30 " (6/— " )
. «
grab
Cadmium (Total)
s 0.01/0.03/— " (0.004/0.01 lb/d)
:l/g
COTD
Chromium (Total)
;1.71/2.77/4.28 " (0.68/1.1 " )
sl/m
n
Chromium (Hexavalent)
tmonitor onlv
. »
n
Copoer (Total)
;2T07/3.3fi95:> nrt/l (0.82/1.34 lb/d)
. "
tt
Lead (Total)
10.43/0.69/1.08 " (0.17/0.27 " )
, n
it
Nickel (Total)
.-2.38/3.98/5.95 " (0.94/1.58 " _L
. »
n
-------
PA0011371: The Baldwin Hardware Corporation, in Reading, is involved in the
manufacture and finishing of hardware (SIC 3471) and is in the Metal Finishing
Category (40 CFR 433). The facility discharges approximately 0.4752 MCD via Outfall
001 to the Schuvkill River. This discharge is comprised of non-contact cooling water
from ultrasonic cleaning (3000 gpd), air compressors (15,500 gpd), gas heating
furnaces (20,000 gpd), solvent stills and degreasers (78,000 gpd), holding tank
overflow (311,200 gpd of excess groundwater), and treated process effluent (47,500
gpd) from the industrial waste treatment facilities. CXitfall 002 discharges
uncontaminated stormwater runoff and monitoring is not required. Two internal
monitoring points are located within the facility. Monitoring Point 101 is for the
discharge from the process water treatment facilities and Monitoring Point 201 is
included to monitor Total Dissolved Solids in the cooling water/holding tank overflow
prior to being combined with treated process effluent. Treatment consists of
wastestream segregation: continuous chemical oxidation of cyanide wastes; continuous
chemical reduction of chromium wastes; blending these effluents with acid and alkaline
wastestreams followed by neutralization, chemical addition, flocculation, final
settling, and discharge. Effluent limitations for total chromium, copper, lead,
nickel, zinc, total cyanide, and TTO are based on ME for the Metal Finishing
Category. Limitations for cadmium and silver are water quality-based, oil and grease
are based on Chapter 97. and suspended solids are based on the Delaware River Basin
Commission regulations (avg. monthly) and BET (max. daily). The limits for pH are
from PaDER and EPA regulations, and DRBC regulations were used to derive those for
Total Dissolved Solids.
Effective Date: June 16, 1987 Final Permit
Expiration Date: June 16, 1992 Abstract Date: November 9, 1988
EFFLUENT LIMITS (FINAL)
PA0011371: Baldwin Hardware Corporation (Page 2 of 2)
Pollutants exitfall Avg./Ma*. Limits* and Units Monitoring
Silver (Total)
101
0.005/0.009/0.013 n (0.002/0.004 " )
1/g comp
Zinc (Total)
1.48/2.61/3.7 - (0.59/1.03 " )
1/m
Cyanide (Total)
0.65/1.20/1.63 " (0.26/0.48 " )
n n
Total Toxic Oroanics
—/2.13/— no/1
l/v ~**
Total Dissolved Solids
1000/2000/2500 " (396/792 Ib/d)
1/m como
dh
6.0 - 9.0
1/d grab
Total Dissolved Solids
201
monitor onlv
1/m
~Monthly Average/Dailv Maximum/Instantaneous Maxiimm
~~Discharge shall not cause a rise of stream temperature when airbient stream
tenperature is 87 F or above? nor cause more than a 5 F rise above ambient
temperature until stream temperature reaches 87 F : nor cause a change of stream
temperature bv more than 2 F during anv one-hour period.
~~~Monitoring for TTO shall be in accordance with the document entitled: Analytical
Methods and Sample Collection. Preservation, and Handling Techniques for the 1S>fi
Priority Pollutants. _____
-------
PA0011894: American Olean Tile Company, Inc., located in the borough of Lansdale,
manufactures ceramic tile and is in the Clay, Gypsum, Refractory, and Ceramic
Products Category (40 CFR 451). During peak daily flow, approximately 0.2 MGD of
treated process wastewater is discharged via Outfall 001 to an unnamed tributary of
the West Branch of Neshaminy Creek. The current treatment system consists of a
clarifier, a series of four settling ponds, and chlorinatiaru Sodium hydroxide is
added to the first pond and chlorine is added to the fourth pond. Sludge is dewatered
through a straight-line filter press, dried by a Wyssmant Dryer and either landfilled
or recycled. The results of a Toxicity Reduction Evaluation showed a problem with
copper and zinc. To correct this problem, the permittee is constructing an additional
treatment system consisting of pH adjustment (using caustic soda), flocculation (with
polymer addition), clarification, multi-media filtration and final pH adjustment
(using acid addition). A new sludge thickener and filter press will also be added to
handle the additional sludge. Once construction is completed the discharge will be
rerouted to Outfall 002. The permit oantains limits for Outfall 001 (before
construction) and Outfall 002 (after construction). Permit limits are water quality-
based limitations.
Effective Date: May 6, 1988 Final Permit
Expiration Date: May 6, 1992 Abstract Date: November 9, 1988
EFFLUENT LIMITS (FINAL)
PA0011894: American Olean Tile Company, Inc.
Pollutants Outfall Avq./Max. Limits* ar*d Units Monitoring
Flew
J
: 001
:
monitor only
continuous
Suspended Solids
•
•
:30/60/75 irq/1 (16.5/33 lbs/d)
1/w
canp
Zinc (Total)
:
smonitor only
1/m
II
Copper (Total)
•
• "
•
u «<
Cadmium (Ibtal)
•
•
• "
•
II II
Lead (Total)
:
H
Barium (Total)
:
i "
II
H
PH
•
•
:6.0 - 9.0
l/d
qrab
Flow
t 002
s monitor only
continuous
Suspended Solids
•
•
:30/60/75 ircr/1 (16.5/33 lbs/d)
1/w
camp
Zinc (Total)
•
•
:0.13/0.26/0.33 ircr/1 (0.08/0.17 lb/d)
1/m
ti
Copper (Total)
•
•
i0.035/0.07/0.088 " (0.02/0.05 lb/d)
ti «i
Cadmium (Total)
j
:0.0025/0.005/0.0063 " (0.002/0.003 ")
"
It
Lead (Total)
:
:0.05/0.1/0.13 no/1 (0.03/0.07 lb/d)
H H
Barium (Total)
:
:1.0/2.0/2.5 " (0.65/1.3 lb/d)
II
ti
PH
:
:6.0 - 9.0
l/d
qrab
: :
• s
i
:
i
: :
•
»
:
»
»
t
•
*
•
•
:
: :
:
•
•
•
•
•
:
•
•
t
t
t
~Monthly Average/Daily Maximum/Instantaneous Maximum
-------
PA0012637: BP Oil, Inc., is an oil refinery (SIC 2911) located in Marcus Hook
Borough, Pennsylvania. The facility produces motor gasoline, jet and diesel fuel,
home heating oil, residual fuel, and a variety of lube oils in the Petroleum
Refining Category (40 CFR 419). Discharges from the refinery to Marcus Hook Creek
consist of: Outfall 201, industrial wastewaters from the treatment plant (3.1 mgd),
treated by an API separator, pressure sand filtration, equalization, rotating
biological contactors, and clarification, with sludge treated by a filter press;
Outfall 101, the Marcus Hook Guard Basin (77 mgd), treated by oil skimming and
settling; and Outfalls 003-005, untreated stormwater runoff. Four discharges are to
Marcus Hook Creek: Outfall 002, the Story Creek Guard Basin (33 mgd) treated by
oil skimming and settling, Outfalls 006 and 007 consisting of untreated stormwater
runoff, and Outfall 008 consisting of both stormwater runoff and steam trap
condensate. Outfalls 002, and 006-008 are to Stony Creek. Outfall 001 is the
combination at Outfalls 101 and 201. Both creeks are tidal tributaries to the
Delaware Estuary-Zone 4. Limitations are based on a combination of DRBC and
Pennsylvania PER regulations, and BCT(=BPT)/BftT effluent guidelines. A 316a variance
was granted on February 15, 1983, for the heat rejection rate. Hie permit requires
compliance with dry weather discharge limitations for Outfall 201 as calculated by the
total mass from the WWTP less the mass due to stormwater treated at the plant and the
mass due to river water. BP Oil is to conduct an analysis for total and hexavalent
chromium. The permit does not include a BMP plan or biomonitaring requirements.
Effective Date: June 28, 1985 Final Permit
Amended Date: December 6, 1985
Expiration Date: June 28, 1990 Abstract Date: February 6, 1986
EFFLUENT LIMITS (FINAL)
PA0012637: BP Oil, Inc. (page 1 of 2)
Pollutants Outfall Avq./Max. Limits and Units Monitoring
: : :
Flew :101,002 :report :l/d estimate
Oil and Grease : : 15/30* mq/1 :l/w 3qrab/24hr
HVs4»a1 Pav4v\»\ /waf \ » " OA .
Total Organic Carbon (net)
:—/5.0
: " 24 hr ccmp
Temperature :
/110 F*
: continuous
Heat Re lection Rate :
(101)
:—/3.6X10E9 BTU/hr
:l/d calculated
Heat Relection Rate :
(002)
:—/1.8X10E9
• tf M
PH :
:6.0 - 9.0
;l/w grab
• • •
• • I
Flow :
201***
: report
: continuous
BOD-5 l
:1238/2228 lb/d
(48/86
mg/1**)
»2/w 24 hr conp
BCD-5 % Removal :
:89.25%/--
: " calculated
First Stage Oxygen Demand
:1800/— lb/d
(70/-
mg/1**)
:2/m 24 hr ocmn
TSS :
:990/1533
(38/59
" **)
:2/w
TSS % Removal :
:85%/—
* " calculated
Oil & Grease :
:360/675
(15/30
mg/1**)
: " 3grab/24hr
COD :
:8643/16656 -
(334/644
« **)
: " 24 hr corp
•
•
:
:
~Monthly average/instantaneous maximum.
~~Eguivalent concentrations based on 3.1 mgd flew, but not included in pemit.
***Drv weather limits.
-------
PA0012637: BP Oil, Inc., is an oil refinery (SIC 2911) located in Marcus Hook
Borough, Pennsylvania. Bie facility produces motor gasoline, jet and diesel fuel,
heme heating oil, residual fuel, and a variety of lube oils in the Petroleum
Refining Category (40 CTO 419). Discharges fron the refinery to Marcus Hook Creek
consist oft Outfall 201, industrial wastewaters fron the treatment plant (3.1 mgd),
treated by an API separator, pressure sand filtration, equalization, rotating
biological contactors, and clarification, with sludge treated by a filter press;
CXitfall 101, the Marcus Hook Guard Basin (77 mgd), treated by oil skimming and
settling; and CXitfalls 003-005, untreated stormwater runoff. Four discharges are to
Marcus Hook Creek: Outfall 002, the Stony Creek Guard Basin (33 mgd) treated by
oil skimming and settling. Outfalls 006 and 007 consisting of untreated stormwater
runoff, and CXitfall 008 consisting of both stormwater runoff and steam trap
condensate. Outfalls 002, and 006-008 are to Stony Creek. Outfall 001 is the
combination at Outfalls 101 and 201. Both creeks are tidal tributaries to the
Delavare Estuary-Zone 4. Limitations are based on a combination of ERBC and
Pennsylvania PER regulations, and BCT(=EPT)/BAT effluent guidelines. A 316a variance
was granted on February 15, 1983, for the heat rejection rate. The permit requires
compliance with dry weather discharge limitations for Outfall 201 as calculated by the
total mass from the WWTP less the mass due to stormwater treated at the plant and the
mass due to river water. BP Oil is to conduct an analysis for total and hexavalent
chromium. The permit does not include a BMP plan or bicmonitoring requirements.
Effective Date: June 28, 1985 Final Permit
Amended Date: December 6, 1985
Expiration Date: June 28, 1990 Abstract Date: February 6, 1986
EFFLUENT LIMITS (FINAL)
PA0012637: BP Oil, Inc. (page 2 of 2)
Pollutants Outfall Aver./Max. Limits and Units Monitoring
:
Ammonia as N
(cent.):675/1486 lb/d 35/—* ma/1 : " 24 hr ccmp
Phenols (4AAP)
:6.85/16.7 " (0.26/0.65 ma/1**)
ti "
Sulfide
:6.53/14.63 " <0.25/0.57 " **)
ti m
Hexavalent Chranium
:0.658/1.482 " {0.025/0.057 " **)
H *
Total Chranium
:8.08/23.16 " (0.31/0.90 " **)
it n
PH
:6.0 - 9.0
l/d grab
Flow
003,004,:report
l/6mos (1) est
Total Organic Carbon
005,006,
M
M (l)grab
Oil and Grease
007,008
M
(1) "
PH
6.0 - 9.0
- (2) grab
Temperature
008
—/110 F*
1/m (2U-s****
:
:
~Average monthly/instantaneous maximum.
~~Equivalent concentrations based on 3.1 mad flow, but not included in permit.
~~~Dry weather limits.
~~~~Immersion stabilization; a calibrated device is immersed until the reading is
stabilized.
(1 While discharging.
(2)Condensate from steam trap and storm system.
-------
PA0044920: Lehiqhtan Electronics, Inc. in Lehightan, Pennsylvania, is a manufacturer
of printed circuit boards involving such processes as film processing, drilling,
electroplating, mechanical profiling and inspecting (SIC 3679). Outfall 001
discharges process rinsewater, stripper water and cleanup wastewater at a rate of
0.012 mgd to Mahoning Creek. Treatment of the wastewater is by chemical
precipitation, both slow and rapid sand filtration, neutralization, and ammonia
stripping. Sludge is treated by gravity thickening and an drying beds before
landfilling off-site. The facility is in the Metal Finishing Category (40 CFR 433)
and effluent limitations for cadmium, chromium, lead, nickel, silver, cyanide and TTO
are based an BAT guidelines in this category. Oil and grease and copper are limited
by water quality standards which are more stringent than BAT limits for these
parameters. Limitations on tin, ammonia, and phenols are also based on water cpwi s-t-y
standards. Limits on TSS and zinc are more stringent than BPT/BAT guidelines or
water quality standards. Biomonitoring requirements and a BMP Plan are not included
in the permit.
Effective Date: July 23, 1984 Final Permit
Expiration Date: July 23, 1989 Abstract Date: April 29, 1985
EFFLUENT LIMITS (FINAL)
PA0044920: Lehighton Electronics, Inc.
Pollutants Pitfall Avq./Max. Limits and Units
•
•
Flew
001 : report
1/d
Oil and Grease
:15/30*
mg/1
1/m
grab
TSS
:20/40
II
it
24 hr camo
Cadmium
:0.26/0.69
ii
: "
M
Chromium
:1.71/2.77
ii
ii
II
Copper
:0.09/0.18
lb/d
0.9/1.80 mg/1
H
II
Load
sO.43/0.69
mg/1
It
II
Nickel
:2.38/3.98
II
I "
II
Silver
:0.24/0.43
ii
II
II
Zinc
:0.20/0.40
ii
H tl
Cyanide
:0.65/1.20
it
II
tl
TTO
:—/2.13
ii
1/y
II
NH3-N
:2.0/4.0
lb/d
20/40 mg/1
•l/m 24 hr octod
Phenols
:0.045/0.09
ti
0.45/0.9 "
II
II
Tin
:0.14/0.28
II
1.4/2.8
li
H
PH
:6.0 - 9.0
l/d
grab
•
•
: :
•
•
:
¦
•
•
<
¦
:
¦
•
•
4
4
~
:
~Instantaneous maximum
-------
PR0021407: Syntax (F.P.) Inc., located in Humacao, Puerto Rico, manufactures oral
contraceptives, anti-inflammatory tablets, and a product called Kato, which is a
powder for use by humans with low potassium percentages in their blood (SIC 2834).
The plant operations place the facility in the Pharmaceutical Manufacturing Category
(40 CFR 439). A discharge consisting of process and sanitary wastewaters and cooling
water is treated with activated sludge, bpHi mentation, and disinfection before
entering Palmarelo Creek at Outfall 001 (0.0244 mgd). After receiving aerobic
digestion, sludge is trucked to a landfill for disposal. Stormwater runoff is
discharged directly to the creek without treatment at Outfall 002. ttie permit
limitations are based an water quality Duplicate and spiked samples must
be run for each pollutant analyzed for permit compliance an 5% of the samples or at
least on one sample per month, whichever is greater, for monitoring quality assurance
purposes. The permittee or the contracted lab is required to analyze annually a
quality control reference sample for each pollutant, available from an EPA Region II
Quality Assurance Coordinator. The permit does not require biomonitoring procedures
or the submittal of a BMP plan.
Effective Dates April 1, 1984 Final Permit
Expiration Date: April 1, 1989 Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
PR0021407: Syntex (F.P.) Inc. (Page 1 of 2)
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
Flew
001
—/0.030 mgd
:continuous
BOD-5
—/30 mq/1
:2/ro
ocmD
TSS
—/60
: "
II
COD***
—/188
: "
it
Total Coliform
001, 002
—/10000 per 100 ml
:l/m
grab
Fecal Coliform
:2000/80% < 4000 per 100 ml
: "
II
Residual Chlorine
s—/0.5
:l/d
it
Color
—/10.0 Pt/CO units
:2/m
II
Turbidity
—/50 NTU
• «
•
li
Dissolved Oxygen
> 5.0 mg/1
:l/d
ii
IDS
—/500
:2/m
H
Chlorides
—/250
:l/m
ii
Nitrate plus Nitrite (as
N)
—/10.0
:2/m
n
Total Phosphorous
—/1.0
• ••
•
ii
Oil and Grease
10.0/15.0 "
• »
•
ii
Settleable Solids
Not to cause deposition in, or be
:l/d
it
deleterious to, the receiving vater.
•
•
Temperature
—/94 F
: "
ii
Arsenic
—/0.050 mq/1
:l/m
ccmp
Barium
e—/1.0
: "
ii
Boron
t— /1.0
snot reguired
Cadmium
ccrp
Chromium (Hexavalent)
Chranium ("Dotal)
t--/0.05
tnot required
i—/0.05
:l/m ccnp
:—/0.04
Copper .
~Daily average/daily maximum.
~~Monitoring is not reguired for Outfall 002.
***Influent and effluent monitoring required.
-------
PR0021407: Syntex (F.P.) Inc., located in Humacao, Puerto Ricx?, manufactures oral
contraceptives, anti-inflaimatory tablets, and a product called Kato, which is a
pcwder for use by humans with lew potassium percentages in their blood (SIC 2834).
The plant operations place the facility in the Pharmaceutical Manufacturing Category
(40 CFR 439). A discharge consisting of process and sanitary wastewaters and cooling
water is treated with activated sludge, sedimentation, and disinfection before
entering Palmarejo Creek at Outfall 001 (0.0244 mgd). After receiving aerobic
digestion, sludge is trucked to a landfill for disposal. Stonnwater runoff is
discharged directly to the creek without treatment at Outfall 002. The permit
limitations are based an water quality standards. Duplicate and spiked sanples must
be run for each pollutant analyzed for permit carpliance on 5% of the sanples or at
least on one sample per month, whichever is greater, for monitoring guality assurance
purposes. The permittee or the contracted lab is required to analyze annually a
quality control reference sample for each pollutant, available from an EPA Region II
Quality Assurance Coordinator. The permit does not require bicmanitoring procedures
or the submittal of a EMP plan.
Effective Date: April 1, 1984 Final Permit
Expiration Dates April 1, 1989 Abstract Dates toy 23, 1986
EFFLUENT LIMITS (FINAL)
PR002l407s Syntex (F.P.) Inc. (Page 2 of 2)
Pollutants Outfall Avq./Max. Limits and Units Monitoring
001, 002
Cyanide
cant.
—/0.20 ma/1
not required
Detergents (MBAS***)
—/0.100 ••
1/m camp
Fluoride
—/0.70
not required
Iron
—/0.30
1/m ootid
Lead
—/0.05
H II
Mercury
—/U.UUl " : "
Phenolic Substances
—/0.001 " s "
Selenium
—/0.01 " mot required
Silver
i
i
\
o
o
o
JO
••
Sulfide
—/U.UU2 " i "
Sulfate
X—/250 " : "
Zinc
—/0.050 " :l/m camp
PH
6.9-9.0 :l/d qrab
:
:
s
•
•
s
*Daily average/daily maximum.
**Monitoring is not required for Cutfall 002.
~~~Methylene Blue Active Substances.
-------
FR0023329: Caribbean Refresoos, Inc., a subsidiary of the Coca-Cola Co., is located
in Cidra, Puerto Rico. The facility is in the Miscellaneous Food and Beverage
Processing Category (40 CFR 438) and manufactures syrups and concentrate products for
carbonated beverages (SIC 2087). A single discharge consisting of process and
sanitary wastewaters (0.025 mgd) is from Outfall 001 to Treasure Valley Creek, a
tributary of Cidra Lake. Wastewaters receive biological treatment followed by
chemical coagulation, chlorine oxidation, and carbon adsorption. Approximately 400
gpd of aerobic sludge is sent off-site for disposal. Hie discharge is considered to
be temporary; wastewaters will be routed to a nearby POTW whan constructed by the
P. R. Aqueduct and Sewer Authority. Permit limitations are based on a combination of
water duality standards, BP J, and treatment technology considerations. Duplicate and
spiked samples must be run on 5% of the samples or an at least one sample per month,
whichever is greater, for monitoring quality assurance purposes. Ctoce a year the
permittee or his contract lab must analyze reference samples for each pollutant
supplied by Region II. An SPCC plan is required by 1/1/85. The permit contains no
bianorutaring requirements, but has a standard reopener clause for toxic pollutants.
Effective Date: November 1, 1984 Final Report
Expiration Date: October 31, 1989 Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
PR0023329: Caribbean Re frescos, Inc. (Page 1 of 2)
Pollutants Outfall Aver./Max. Limits* and Units Monitoring
: : :
Flow : 001
—/0.035 mod
:continuous
BOO-5 s
—/20 mar/1
:l/m
ocmp
TSS :
—/20
: "
•i
Dissolved Qxvqen :
> 5.0
jl/d
grab
Fecal Coliform (MPN/lOOml)
2000/80% samples < 4000
tl/m
if
Total Coliform " :
—/10000
: "
ti
Residual Chlorine :
—/0.5 mq/1
il/d
II
Color :
~/10 Pt/Co S.U.
:2/m
it
Turbidity :
—/50 NTU
• ••
•
it
IDS :
~/500 mq/1
: "
ii
Chlorides :
—/250
tl/m
H
Nitrate + Nitrate (as N):
—/10
: "
«»
Total Phosphorous :
—/1.0
: "
II
Oil and Grease :
10/15
:2/m
H
Settleable Solids :
Not to cause deposition in or be
:l/d
it
:
deleterious to the receiving water.
Temperature :
—/94 F**
:l/d
grab
Arsenic :
—/0.05 mg/1
:l/m
comp
Barium :
—/1.0
:composite
Boron :
—/1.0
: "
Cadmium :
—/0.005 "
:l/m
ocmp
Chromium, Hexavalent :
—/0.05
icomposite
Chromium, Total :
—/0.05
: "
Copper :
—/0.04
:l/m
comp
>
:
•
•
:
~Daily average/daily maximum.
~~Discharge not to increase temperature more than 5 F above ambient.
-------
PR0023329j Caribbean Refrescos, Inc./ a subsidiary of the Coca-Cola Co., is located
in Cidra, Puerto Rico. The facility is in the Miscellaneous Food and Beverage
Processing Category (40 CFR 438) and manufactures syrups and oancentrate products for
carbonated beverages (SIC 2087). A single discharge consisting of process and
sanitary wastewaters (0.025 mgd) is fran Outfall 001 to Treasure Valley Creek, a
tributary of Cidra Lake. Wastewaters receive biological treatment followed by
chemical coagulation, chlorine oxidation, and carbon adsorption. Approximately 400
gpd of aerobic sludge is sent off-site for disposal. The discharge is considered to
be temporary; wastewaters will be routed to a nearby POIW when constructed by the
P. R. Aqueduct and Sewer Authority. Permit limitations are based on a combination of
water quality standards, BP J, and treatment technology considerations. Duplicate and
spiked samples mast be run on 5% of the samples or an at least one sample per month,
whichever is greater, for monitoring quality assurance purposes. Once a year the
permittee or his contract lab must analyze reference samples for each pollutant
supplied by Region II. An SPCC plan is required by 1/1/85. The permit contains no
bicmanitoring requirements, but has a standard reopener clause for toxic pollutants.
Effective Date: November 1, 1984 Final Report
Expiration Date: October 31, 1989 Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
PR0023329: Caribbean Refrescos, Inc. (Page 2 of 2)
Pollutants Outfall Avq./Max. Limits* and Units
:
•
•
Cyanide 001 (cant)
—/0.20
scomposite
Determents** :
—/0.100 mq/1
:l/m
camp
Fluoride :
—/0.70
It
• »
•
it
Iron :
—/0.30
M
• »
•
ii
Lead :
—/0.05
II
• "
•
ii
Mercury :
—/0.001
II
: "
H
Phenolic Substances :
—/0.001
II
: "
It
Selenium t
—/0.01
II
• M
•
11
Silver :
cs
o
o
o
—
I
II
• H
•
M
Sulfide :
—/0.002
M
t "
II
Sulfate t
—/250
II
• M
•
II
Zinc :
—/0.05
II
• ••
•
II
pH t
6.0-9.0
*l/d
grab
:
i
: :
~Daily average/daily maximum.
~~Methylene blue active substances.
-------
PR0023451: The Warner-Lambert, Inc. plant in Vega Baja, P.R., (25 miles west of San
Juan coast) is in the Pharmaceutical Manufacturing Category (40 CFR 439) and produces
pharmaceutical preparations (SIC 2834) and confectionary products (SIC 2065). The
plant discharges 0.175 MGD of cooling tower blowdown, boiler blowdown, sanitary and
process wastewaters through Outfall 001 to a drainage ditch that empties into the Rio
Cibuco. The wastewater treatment system consists of activated sludge, sedimentation.
sand filtration^ carbon adsorption, reverse osmosis, and disinfection using chlorine.
Effluent limitations for BOD, TSS, and COD are based on a BPJ determination of BAT and
BCT reflecting the previous permit. Past performance data was used to make a BPJ
determination of BAT for chloroform and methylene chloride. The remaining limitations
are based on the Puerto Rico Environmental Quality Board's water quality standards.
For a period of one year, quarterly acute static renewal toxicity tests are to be
conducted, using the silverside, Menidia. and the mysid, Mysidopsis bahia. Test
results are to be expressed in terms of a 48-hour LC50 and these will be reviewed by
the Environmental Quality Board. Based on this review, the Regional Administrator may
require additional toxicity tests, including chronic tests and toxicity/treatability
studies, as well as imposing toxicity limits. The permittee is also required to
submit a BMP within two months, complete the BMP systems design within four months,
and start construction within six months. Construction must be completed one year
from the effective date of the permit.
Effective Date:
Expiration Date:
December 1, 1988
November 30, 1993
Abstract Date:
Final Permit
November 4, 1988
EFFLUENT LIMITS (FINAL)
PR0023451: Warner-Lambert, Inc. (Page 1 of 2)
FlOW
Pollutants
fiitfall
QQ1
Avq./Max
—/Q.175
Limits* and Units
mad
Monitoring
continuous—
PQP-5
zDSl
mg/1
1/m corcp
ISS_
4Q/80
1/d grab
CQCL
22P/3SQ
IZhl
Dissolved Oxygen
not less than 5.0 mg/1
Total Coliform (MPN/100 ml)
Fecal Conforms
-/IQrOOO
2000/80% samples <4000
Residual Chlorine
-/5W uq/1
13-
BH.
6tP ~ 9,0
Color
—/10 (Pt/Co sm
IZhl
Turbidity
~/50 wro
Total Dissolved Solids
—/500 ma/1
Chlorides
-/250
Nitrate + Nitrite as N
—/10
Total Phosphorus
-/l.Q
Oil and Grease
1Q/15
2Zhl
Settleable Solids
no deposition or deleterious effects
lZsL
Temperature
734.5 C (95 F) rate of increase not
to exceed 1 F/hr and 5 F/24 hr
Arsenic
—/50 ug/1
IZel
Cadmiuro
Hexavalent Chromium
-J3L
Total Chromium
-J5Q.
QSBDSJL
—/40
Cyanide
-/2QQ
Detergents
-/1QQ
Sulfate
Zinc
Lead
Mercury
—/.250 rog/.l
—/5Q ug/1
—/50 "
—/l.Q "
II
-ir
n
~ir
-------
PR0023451: The Warner-Lambert. Inc. plant in Vega Baja, P.R., (25 miles west of San
Juan coast) is in the Pharmaceutical Manufacturing Category (40 CFR 439) and produces
pharmaceutical preparations (SIC 2834) and confectionary products (SIC 2065). The
plant discharges 0.175 MGD of cooling tower blowdown, boiler blowdown, sanitary and
process wastewaters through Outfall 001 to a drainage ditch that empties into the Rio
Cibuco. The wastewater treatment system consists of activated sludge. sedimentation,.
gaod filtration; carLm adsorption, reverse osmosis, and disinfection using chlorine.
Effluent limitations for BOD, TSS, and COD are based on a BPJ determination of BAT and
BCT reflecting the previous permit. Past performance data was used to make a BPJ
determination of BAT for chloroform and methylene chloride. The remaining limitations
are based on the Puerto Rico Environmental Quality Board's water quality standards.
For a period of one year, quarterly acuta Static renewal toxicity tests are to be
conducted, using the silverside, Menidia. and the mysid, Mysidopsis bahia. Test
results are to be expressed in terms of a 48-hour LC50 and these will be reviewed by
the Environmental Quality Board. Based on this review, the Regional Administrator may
require additional toxicity tests, including chronic tests and toxicity/treatability
studies, as well as imposing toxicity limits. The permittee is also required to
submit a BMP within two months, complete the BMP systems design within four months,
and start construction within six months. Construction must be completed one year
from the effective date of the permit.
Effective Date:
Expiration Date:
December 1, 1988
November 30, 1993
Abstract Date:
Final Permit
November 4, 1988
EFFLUENT LIMITS (FINAL)
PR0023451: Warner-Lambert, Inc. (Page 2 of 2)
Phenolics
001
—/l.O ua/l
J.I1U
1/m arab
Selenium
1
>
o
3
n n
Silver
—/2.0
n n
Chloroform
e
o
o
CN
1
n n
Methylene Chloride
—/200 "
n n
* Daily average/Daily maximum
-------
RI0001139: Bostitch - Stanley, in East Greenwich, manufactures hand staplers,
staples, tools for driving metal fasteners, nails, and corrugated fasteners (SIC 3315,
3544, 3579, 3549). This facility is in the Metal Finishing Category (40 CFR 433).
Approximately 63,000 gpd of non-contact cooling water from compressors and air
conditioners, and stormwater runoff is discharged untreated to Mawney Brook via
Outfall 001. Outfall 002 discharges 45,000 gpd of rinse water from metal finishing
operations, non-contact cooling water, and stormwater runoff into Fry Brook. The
discharge from Outfall 002 undergoes Bfi adjustment and sedimentation before being
released. Effluent limitations are based on State water quality regulations. The
compliance order that accompanies the permit, requires the permittee to either tie-in
its process wastestream to the Town of East Greenwich public sewers or to meet the
final effluent limitations by July 1, 1988. Two sets of static or. flow-through acute
toxicity tests are required for CXitfall 002, using either Daphnia magna or Daphnia
pulex and fathead minnows. The first set of tests is to be conducted during the
second quarter of 1987 and the second set shall be conducted during the fourth quarter
of 1987. A No Observed Acute Effect Level (NQAEL) and an LC50 are to be reported.
Semi-annual priority pollutant scans must be performed on a portion of the sample that
was used for the toxicity tests. The permit may be reopened should the results and
the opinion of the State warrant it.
Effective Date: August 30, 1986 Final Permit
Expiration Date: July 31, 1991 Abstract Date: January 12, 1989
EFFLUENT LIMITS (FINAL)
RI0001139: Stanley-Bostitch
Pollutants Oitfall Ava./Max. Limits and Units Monitoring
Flow
001
:63,000 GPD
fMax. Daily)
continuous
Temoerature
:—/80 F
-------
RI0001180: GTE Products Corp. of Central Falls, Rhode Island, manufactures blown
glassware, lamp envelopes, vacuum bottle liners and decorating fixtures (SIC 3229) in
the Glass Manufacturing Category (40 CFR 426). A single discharge consisting of
cooling and process waters is from Outfall 001 to the Blackstone River. Treatment of
the wastewater is not described in the facility's permit and/or fact sheets. Permit
limitations are based on State water quality regulations. Specific pollutants will be
monitored for one year after which time a review of the data may result in a sampling
schedule alteration and/or the addition of limits. A schedule of compliance requires
the submittal of an engineering study to reduce fluoride in Outfall 001 wastewaters by
5/18/86. Two sets of bioassays, the first submitted by 7/15/86 and the second by
1/15/87, will be conducted to determine the acute effluent toxicity (if any) to water
fleas and fathead minnows for a duration of 48 and 96 hours, respectively. Hie tests
will be for the determination of 90% survival and LC50r and may be static unless a
loss of dissolved oxygen due to high BCD warrants the use of replacement or flow-
through procedures. A portion of each sample used for the toxicity testing will be
analyzed for priority pollutants as listed in 40 CFR 122, Appendix D, Tables II & III
The above procedures reflect requirements established in the State's Water Quality
Regulations for Water Pollution Control (1984), Appendix C.
Effective Date: February 18, 1986 Final Permit
Expiration Date: February 18, 1991 Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
RI0001180: GTE Products Corp.
Pollutants Outfall Avq./Max. Limits and Units Monitoring
:
Flow-
001 :0.9/— mqd
continuous
Flew (WWTP Only)
:report
11
TSS
:130/230 lb/d
2/m camp
Fluoride
:50/87
II II
Oil and Grease : <50/100 "
•• **
Hexavalent Chromium : :0.05/0.10 mq/1
" qrab*
Total Chranium s : report
" camp*
Silver : :0.05/0.10 mq/1 : " " *
Lead :
0.05/0.10 "
H ¦¦ *
Temperature
report
» **
PH
6.0-8.5
» **
Arsenic, Mercury, Zinc,
monitor
l/q 24 hr carr>
N-Nitrosodiphenylamine,
:
Bis (2-ethylhexyl)
:
phthalate :
Chloroform, Benzene, :
monitor
1/q grab
Toluene, 1,1,1,- :
Trichloroethane, 1
Trichloroethylene 5 : :
: :
:
: :
•
•
~Before dilution with cooling vater.
~*011 and Grease—average of 8 grabs; temperature—maximum of 8 grabs;
pH—range of 8 grabs.
-------
RI0021539: The Robert Derecktor of Rhode Island facility, located in Middletown,
is a ship building and repair drydock, which performs steel cutting and welding,
abrasive blasting, painting, and electrical and plumbing installation (SIC 3731).
This facility is in the Shipbuilding Repair Category (40 CFR 470). Wastewater
consists of ballast tank water from three drydocks (Outfalls 001, 002, 003). Outfall
004 consists of effluent from an oil/water separator that is used in the cleaning
operation to perform tank cleaning, NFPA gas freeing, and deballasting. All outfalls
empty into Codding ton Cove. The effluent limitations are based on BP J. and State
water quality standards. Oie set of toxicity tests must be conducted per quarter on
each drydock and a set will consist of: 1) a grab sample of the water outboard of the
drydock immediately prior to flooding the drydock in order to refloat a vessel that
was worked on within the drydock system; and 2) a grab sample of the water flooding
the deck of the drydock when refloating the vessel that was worked on within the
drydock system at midships when the water is at the bottom of the vessel. The
toxicity tests must show that there is no increase in toxicity from flooding the
drydock to the water outboard of the drydock prior to flooding. The first, second,
and fourth quarterly sets of toxicity tests should be acute range finding tests. The
third quarter set of tests should consist of an acute range finding test (48-hr) on
the sample outboard of the drydock prior to flooding and a definitive toxicity test
(96-hr) on the sample of the water flooding the drydock. The test must use mysid
shrimp and may be static unless loss of oxygen due to high BCD or loss of potentially
toxic volatile pollutants warrants use of replacement or flow-through test procedures.
Test results should be in the form of the No Observed Acute Effect Level (NCftEL) and
the LC50. The permit may be modified or a Toxicity Reduction Evaluation may be
required if the results deem such action necessary.
Effective Date: Draft Permit
Expiration Date: April 7, 1992 Abstract Date: April 11, 1989
EFFLUENT LIMITS (FINAL)
RI0021539: Robert E. Derecktor of Rhode Island (Page 1 of 2)
Pollutants Qutfaii Ava./toax. Limits and units Monitoring
TSS
influent
monitor onlv
1/fli romp
Cadmium
VI
VI B
Chromium
It
It VI
Conner
IV
n vt
Nickel
If
ft 91
Lead
n
vt «
Tin
n
VI VI
Silver
VI
n ft
Zinc
VI
VI I*
oH
n
VI «
Flow 001.002.003
80.000 GPM (Max. Dailv)
" naleulate
Oil and Grease
15 ma/1 (Max. Dailv)
" arab
TSS
smonitor onlv
1/m como
Cadmium
n
VI «
Chromium
N
VI »
Copper
vt
it n
Nickel
n
n vt
Lead
n
it «
Tin .
n
vt v«
Silver
VI
n vv
-------
RI0021539: The Robert Derecktor of Rhode Island facility, located in Middletown,
is a ship building and repair drydock, which performs steel cutting and welding,
abrasive blasting, painting, and electrical and plumbing installation (SIC 3731).
This facility is in the Shipbuilding Repair Category (40 CFR 470). Wastewater
consists of ballast tank water from three drydocks (Outfalls 001, 002, 003). Outfall
004 consists of effluent from an oil/water separator that is used in the cleaning
operation to perform tank cleaning, NFPA gas freeing, and deballasting. All outfalls
empty into Coddinaton Cove. The effluent limitations are based on BEJf and State
water quality standards. Oie set of toxicity tests must be conducted per quarter on
each drydock and a set will consist of: 1) a grab sample of the water outboard of the
drydock immediately prior to flooding the drydock in order to refloat a vessel that
was worked on within the drydock system; and 2) a grab sample of the water flooding
the deck of the drydock when refloating the vessel that was worked on within the
drydock system at midships when the water is at the bottom of the vessel. The
toxicity tests must show that there is no increase in toxicity from flooding the
drydock to the water outboard of the drydock prior to flooding. The first, second,
and fourth quarterly sets of toxicity tests should be acute range finding tests. The
third quarter set of tests should consist of an acute range finding test (48-hr) on
the sample outboard of the drydock prior to flooding and a definitive toxicity test
(96-hr) on the sample of the water flooding the drydock. The test must use mysid
shrimp and may be static unless loss of oxygen due to high BOD or loss of potentially
toxic volatile pollutants warrants use of replacement or flow-through test procedures.
Test results should be in the form of the No Observed Acute Effect Level (NQAEL) and
the DC50. The permit may be modified or a Toxicity Reduction Evaluation may be
required if the results deem such action necessary.
Effective Date: Draft Permit
Expiration Date: April 7, 1992 Abstract Date: April 11, 1989
EFFLUENT LIMITS (FINAL)
RI0021539: Robert E. Derecktor of Rhode Island (Page 2 of 2)
Pollutants CUtfall Ava.yfrax. Limits and Units Monitoring
•
Zinc :
n
ft ti
DH !
n
" arab
Flow s 004
8000 GPD (Ava. Monthlv)
continuous
TSS s
monitor onlv 2/discharae-ar^
Oil and Grease :
15 ma/1 (Max. Dailv) 4/discharae "
dH :
6.5 - 8.5 3/discharae "
Polvnuclear Aromatic Hydrocarbons
monitor onlv 1/discharae "
Volatile Oraanics :
ft
» n
Total Lead :
n
" W
•
•
•
•
-------
RI0021610: Aqua Kleen Inc. is in the business of marine contracting and shiphold
cleaning (SIC 4463). The permittee subcontracts on ship overhauls to perform tank
cleaning, NFPA gas freeing services, deballasting and oil spill cleanup along the east
coast. In Rhode Island, Aqua Kleen Inc. performs these services at three locations:
Derecktor Shipyard in Middletown, Newport Offshore in Newport and Davisville, and
Promet Marine in Providence. There is no Point Source Category for this operation.
Process washwater is treated in a mobile oil/water separator and discharged to
Nar raa an sett gax (Newport Offshore and Derecktor Shipyard) and the Providence River
(Promet Marine). Effluient limitations are based on BPJ and water quality standards.
Effective Date: February 13, 1989 Final Permit
Expiration Date: February 13, 1993 Abstract Date: April 5, 1989
EFFLUENT LIMITS (FINAL)
RI0021610: Aqua Kleen, Inc.
Pollutants aitfall Ave./Max. Limits and Units Monitoring
•
Flow
001
1000/— GPD -continuous
TSS
4.0/— ma/1 2/discharae-arab
Oil and Grease
—/15 " 4/discharae- "
dH
6.5 - 8.5 3/discharae- "
Polvnuclear Aromatic Hvdrorarbons
monitor onlv 1/discharae- "
Volatile Oraanics
" 1/discharae- "
Lead (Total)
" 1/discharae- "
-------
SC0000302: BASF Fibers polymerizes caprolactam and other raw materials into spaghetti
form and cuts them into chips, which are extruded into nylon-6 yarn, and drawn,
bulked, and packed for shipment (SIC 2821, 2824). The facility is located in Central
and is in the Organic Chemicals, Plastics, and Synthetic fiber Category (40 CFR 414).
Outfall 001 discharges 0.107 MGD of process and sanitary wastewater to Twelve-Mile
Creek and Outfall 002 discharges 0.09078 MGD of stormwater and non-contact cooling
water to Huaains Creek. The treatment facility is comprised of a I231. screen.
comminutor. equalization basin, four rotating biological contactors, a clarifier. and
a chlorine-contact chamber. Clarifier underflow goes to a gravity thickener, an
aerobic digester, a sludge lagoon, and onto a sludge spray field. Effluent
limitations for BCD5 and TSS are BPJ. based on a statistical analysis of the waste
treatment plant effluent and were derived using the mean plus 2.5 standard deviations.
Secondary treatment limits are used for the sanitary wastewater and ammonia limits are
from the previous premit. The permit requires 48-hour static acute toxicity tests to
be conducted semi-annually, using Lepomis macrochirus (Bluegill) and the most
sensitive species of either Daohnia pulex or Ceriodaohnia. The toxicity of the
effluent shall be no worse than a 48-hr static LC50 of 57%. Three bi-monthly samples
are to be collected at the influent to biological treatment and analyzed for
acrylonitrile, benzene, 1,1,1-trichloroethane, ethylbenzene, cyanide, toluene, phenol,
chromium, copper, and zinc. A BMP Plan is to be updated within six months, and
implemented no later than one year from the date of permit issuance.
Effective Date: February 1, 1987 Final Permit
Expiration Date: January 31, 1992 Abstract Date: December 29, 1988
EFFLUENT LIMITS (FINAL)
SC0000302: BASF Fiber
Pollutants CMtfflll Avg»/MflX. Limits and Units Monitoring
Flow
001
monitor only
1/d continuous?
BODS
29/47 kg/d (64/103 lb/d)
2/w 24-hr coup
TSS
25/45 " (56/99 - )
II tl
Anroonia
28/46 " (61/101 " )
n n
Fecal Coliforms
1000/2000 #/100 ml
l/w arab
Total Residual Chlorine
0.5/1.0 mo/1
n n
Toxicity
I£50 greater than or eaual to 57% 2/v 48-hr acute*
oH
6.0 - 9.0
continuous
Flow
002
monitor onlv
1/d continuoi^g
Temperature
32 C
n n
BOD5
6.7/12.5 kg/d (14.7/27.5 lb/d)
l/w 24-hr carp
TSS
6.7/12.5 " (14.7/27.5 " )
n n
OH
6.0 - 9.0
" arab
-------
SC0000914: Venture Chemicals, Inc., of Lobeoo, South Carolina/ manufactures synthetic
organic chemical intermediates for use in dye manufacturing, and specialty chemicals
(SIC 2865) in the Organic Chemicals and Plastic and Synthetic Fibers Category
(40 CET* 414). Plant operations result in a single discharge from Outfall 001 to
Campbell Creek to Whale Branch, consisting of process, sanitary, and cooling waters.
Wastewater treatment processes include neutralization, aeration, activated sludge, and
chlorinatian. Sludge is treated with aerobic digestion and drying beds. Limitations
for BOD-5, ammonia, and ultimate oxygen demand (U0D=1.5XB0D-5+4.5X ammonia) are based
on water guality standards, and limits for TSS are based on BP J, in absence of final
guidelines at the time of permit development. The effluent toxicity and pH limits are
from the previous permit; the bases of limitations for total coliform and chlorine are
not addressed. The permit requires monitoring of several chemicals associated with
the discharge including PCBs, mercury, aniline, cadmium, and 1,2,3-trichlombenzene.
Discharges from the facility are to occur only on the outgoing tide, and are not to
enter the receiving water less than one-half hour after the tidal outflows begin.
Toxicity is to be measured using Mysidopsis Bahia during February, June, and October
of each year. A program to improve effluent quality is to be developed to include the
following: (1) 48-hour static tests on oyster larvae, conducted monthly; (2) Survey o
osyter spat in Campbell Creek; (3) Chlorine toxicity evaluation submitted by 9/30/85;
(4) Macroinvertehrate assessment of Campbell Creek, conducted annually in November or
December. In addition, the company is to perform an analysis of oysters for certain
organics and metals. The permit may be modified after promulgation of applicable
guidelines, and evaluation of testing results. A BMP plan is required.
Effective Date: July 1, 1985 Final Permit
Expiration Date: June 30, 1990 Abstract Date: May 1, 1986
EFFLUENT LIMITS (FINAL)
SC0000914: Venture Chemicals, Inc.
Pollutants Outfall Avg./Max. Limits and Units Monitoring
:
Flew : 001
t
iO.40/0.80 mad
continuous
BOD-5 :
: —/120 mg/1
2/w 12 hr carp
TSS :
: 91/181 ka/d s - 24 hr oomp
Anmonia :
:report
" 12 hr canp
Ultimate Oxygen Denand* :
inot to exceed 136 kg per tidal cycle
N «
Chlorine (Total Residual)
• —/0.2 mg/1
,3/w grab
Toxicity t
:not to occur at less than 66%
3/v oontinuous
: : effluent concentration
Lead** :
: report
1/m 12 hr canp
Total Coliforms :
: 70/230 per lOGnr**^
2/w grab
PH s
16.0-9.0
1/d
t :
t :
:
t
:
:
:
i
:
:
:
s
~LED is equal to 1.5XB0D-5+4. 5X total ammonia; BOD-5 and ammonia are ocncosited
over one tidal cycle (about 12 hoursK
~~Limits may be added or sampling frequency modified after one year of sampling.
~~~Monthly median/daily maximum
-------
9C0001015: The Bowater Carolina Company, located in Catawba, is in the Pulp. Paper.
SOd Paperboard Category (40 CFR 430, Subparts G, H, I, M, N, and 0) and manufactures
market sulfate pulp, printing paper (newsprint), and coated book (publication) paper
(SIC 2611, 2621). Qjtfall 001 discharges 35.5 MGD of process and sanitary (internal
outfall 001A) wastewater and stormwater runoff to the Catawba River. Other outfalls
existing on the property discharge plant car rinse (003), main parking lot stormwater
runoff (004), and auxiliary parking lot stormwater runoff (005). Wastewater treatment
consists of primacy Clarifigatiom aeration basins. Sludge ponds, and a holding pond
with a controlled discharge. Effluent limitations for B0D5, TSS, and pH are gPT based
on effluent guidelines and the ammonia limitations are based on the results of a Water
Quality Model of the Catawba River. Fecal coliform limits are based on the receiving
stream classification and TSS limits for Outfall 001A are secondary treatment-
standards. To insure proper dissolved oxygen concentrations in the receiving stream,
a BCD loading equation, based on stream flow, has been incorporated in the permit. A
BMP Plan is to be developed within six months, and implemented no later than one year
from the issuance date of the permit.
Effective Date:
Expiration Date:
December 1, 1986
November 30, 1991
Abstract Date:
Final Permit
January 4, 1989
EFFLUENT LIMITS (FINAL)
SC0001015: Bowater Carolina Corporation
Pollutants Outfall Ava./Max. Limits and Units
Monitoring
Flow
001A
monitor onlv
1/w instant- T
Fecal Coliform
1000/2000 #/100 ml
grab
TSS
—/60 ma/1
tt n
Flow
monitor only
l/d continuous
BOD5
10.300/19.800 ka/d
2/w 24-hr corrp
TSS
20.200/37.600
n n
Anmonia
180/-
n n
Color (increase of
32/42 color units
i/d
receivina stream)
Fecal Coliform
monitor onlv
l/w arab
oH
o>
•
0
1
kO
•
o
1
l/d continuous
Flow
003
monitor only
1/m estimate
TSS
—/60 ma/1
" grab
Oil and Grease
—/15 "
ft fl
oH
6.0 - 9.0
1/m
Flow
004.005
monitor only
1/a estimate
TSS
n
" COJT1D
Oil and Grease
ii
ft IV
oH
6.0 - 9.0
1/m
-------
SC0001180: Ethyl Corporation, in Orangeburg, produces 117,00 lb/yr of industrial
organic chemicals via alkylation, condensation, esterification, carbonylation,
oxidation, disprqportionation, saponification, acidification, and hydroalumination
(SIC 2861). This facility is in the Organic Chemicals. Plastics. an£ Synthetic Fibers
Category (40 CFR 414, Subpart C). Outfall 001 discharges approximately 1.2 MGD of
treated process and sanitary wastewater, and stormwater to the North Edisto River.
The wastewater treatment facility is comprised of an oil separator, coagulation basin,
primacy clarifies ail sKimmerSr equalization pond, be adjustment system, aeration
basinr secondary clarifjer with Sludge return, stormwater impoundment and conveyance
systenk sand drying beds, sludge storage basin, mechanical sludge dewatering with a
Sludge thickenerf equalization neutralization, tiffi belt filter presses, and a
groundwater recovery system, which employs french drains. Effluent limitations are
based on BBI and are the same as in the previous permit. Concentration limits have
been added for BCD5 and TSS. Quarterly acute toxicity tests are to be performed,
using the bluegill, Lepomis macrochirus. The permittee is required to develop and
implement a biological study on not less than a quarterly basis to determine the
impact of the discharge on the receiving stream. Within three months after eight
quarters of instream and effluent data has been submitted, the State and the permittee
will jointly develop a toxicity limitation. In the interim, the permittee is required
to take steps to reduce toxicity and reach a goal of a 96-hour LC50 > 82% effluent. A
BMP Elan is to be maintained and updated.
Effective Date:
Expiration Date:
November 1, 1985
October 31, 1990
Abstract Date:
Final Permit
January 4, 1989
EFFLUENT LIMITS (FINAL)
SC0001180: Ethyl Corporation
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
Flow
ML
1.45/2.5 MGD
1/d continuous
BQDL
iWm kg/d (—/106 mg/1)
7/v 24-hr-conp
TSS.
191/381
<—/200
_L
Phenols
Qtg/Q,9
grab
ftrcnonia
75/15Q
24-hr comp
Oil and Grease
45/68
(1Q/15 TO/1)
2/m grab
Toxicity
96-hr LC50 > 82% effluent
1/s acute
Fecal Coliforms
1000/2000 «/100 ml
1/w grab
Bis (2-ethvlhexvl) nhthal af e
monitor only
IZhl
1.2-Dichloroethane
1.1.1-Tr ichloroethane
1.1-Dichloroethane
Chloroform
1.1-Dichloroethvlene
Ethylbenzene
Methylene Chloride
Methvl Chloride
Toluene
ZinsL
24-hr comp
Cvanide (Totals
grab
Benzene
BH.
6.Q - 9.Q
continuous
JL
-------
SC0001333: The Carolina Eastman Company, in West Columbia/ manufactures polyester
fiber, polymer, and organic intermediates (SIC 2824, 2865, and 2821), and is in the
Organic Chemicals. Plastics, and Synthetic Fiber Category (40 CFR 414). Six outfalls
flow into one collection channel that empties into the Conqaree River via Outfall 001.
The following is a description of those six outfalls: 001A - 12.4 MGD of non-contact
cooling water and stormwater runoff; 001B - 0.02 MGD of sanitary wastewater; 001D -
15.5 MGD of cooling water, stormwater runoff and water filter plant discharge; 001E -
44.0 MGD of stormwater runoff, non-contact cooling water, deionized water plant
effluent, Dowtherm recovery basin discharge; 001G - 0.41 MGD of ash pond effluent; and
001F - 1.5 MGD of process wastewater. Treatment facilities consist of a 0.15 MGD
activated Sludge treatment Plant for sanitary wastewater, a 2.0 MGD activated sludge
treatment plant and a 1.65 MGD aerobic digester for process wastewater, a 3.8 MGD
cooling and stormwater basin, and a 113 acre land application sludge field. Effluent
limitations were derived by BgJ. for the process discharge based on the mean plus 2.
Standard deviations Zql capability demonstrate ^ fcJae wastewater Treatment Plant. BPJ
for cooling water and filter plant discharge, and effluent guidelines. Within six
months of permit issuance, an acute 9$-h
-------
SC0001368: Cone Mills Corporation operates the Carlisle Plant in Carlisle, South
Carolina. The facility is engaged in the finishing of woven fabrics including cotton,
cotton/polyester blends, and polyester fabrics where processes include dyeing,
printing, and finishing fabrics an a commission basis (SIC 2261, 2262, 2269, 2258).
Outfall 001 discharges 2.5 mgd process and sanitary wastewater treated by fine
screening and in an aerated lagoon and stabilization pond. Sludge is treated in a
separate sludge lagoon followed by land application. Outfall 002 consists of filter
plant backwash, and Outfall 003 consists of boiler ash sluicing water, and wastewater
from both Outfall 002 and Outfall 003 is treated in settling ponds and is recycled.
There is no discharge from Outfall 002 and Outfall 003 except during heavy rainfall or
pond cleaning. In these cases, maximum discharge from Outfall 002 1b 40,000 gpd, and
maximum discharge from Outfall 003 is 120,000 gpd. The three discharges are to the
Broad River (001) and unnamed tributaries of the Broad River (002 and 003). The
facility is in the Textile Mills Category (40 CFR 410), and reports the following
daily production: natural fabric-76,500 lbs; synthetic fabric - 38,250 lbs; and
blends - 140,250 lbs. Effluent limits on fecal ooliform at Outfall 001 are standard
stream limits for Class B streams. All other limits at Outfall 001 are from BAT
effluent guidelines in the Woven Fabric Finishing Subcategory. Limits at Outfall 002
and 003 are previous permit limits. A BMP Plan to identify and control significant
amounts of oils and hazardous and toxic substances must be implemented within one year
of permit issuance. There is no biomonitoring requirement included in the permit.
Effective Date: April 1, 1985 Final Permit
Expiration Date: March 31, 1990 Abstract Date: June 13, 1985
EFFLUENT LIMITS (FINAL)
SC0001368: Cone Mills Corporation
Pollutants Outfall Avq./Max. Limits and Units Monitoring
: : ?
Flow
: 001
: report
{continuous
TSS
•
•
:2270/4539 lb/d
(109/218
mg/1^
:3/w 24 hr ccmp
BOD-5
:
:840/1680
(40.3/80.6
" *)
a M «
COD
:
113387/26775 "
(642/1284
" *)
t »l H
Chromium, Total
t
:12.75/25.5
(0.61/1.22
" ~)
:l/w
Phenols
t
t12.75/25.5
(0.61/1.22
" *)
:l/m arab
Sulfide
:
:25.5/51.0
(1.22/2.45
« *)
. 11 ii
Fecal Coliform
j
:1000/2000 per 100 ml
:l/w
pH
:
:6.0 - 9.0
{continuous
Flow
: 002
:report
:l/d** instant
TSS
:
• M
sl/w arab
PH
i
:6.0 - 9.0
. It M
Flow
: 003
: report
jl/d^^ instant
TSS
t
:30/50 mg/1
:l/w arab
Oil and Grease
:
:15/20
. II H
PH
:
:6.0 - 9.0
. N M
~Equivalent concentrations based on 2.5 mgd. but not included in permit.
~~During discharge periods with maximum flow rate 40,000 gpd.
~~~During discharge periods with maximum flew rate 120,000 gpd.
-------
SC0001473: The L-Tec Company (Formerly Union Carbide-Linde Division) plant located
in Florence, South Carolina, manufactures electric and gas welding equipment (SIC
3541) in the Metal Finishing Category (40 CFR 433); production is reported as 52.2
m2/d and 121.8 m2/d, respectively. Plant discharges are to Jeffries Creek to the Fee
Dee River. Outfall 001 is process wastewater (0.018 mgd) which receives as treatment
chromium reduction by sulfer dioxide and ferrous sulfate, neutralization, and
ultrafiltration; sludge is centrifuged and disposed of at a GSX hazardous waste
landfill site. Outfall 002 is untreated boiler blowdown and cooling water (8,000
gpd). Water guality criteria from the EPA Red Book are used to set limits for toxics
and pH at 001, which are more stringent than BAT guideline limits for the metal
finishing industry. The basics for the 001 limitations of BCD-5, TSS, Oil and Gas,
temperature, and DO is not mentioned in the facility's fact/rationale sheet. The
limitations for 002 are from the previous permit. The permittee is required to sample
COD for 18 months and submit a correlation between BCD-5 and COD. The permit will be
modified to incorporate COD limits once they have been established. In lieu of
monitoring for TOO, the facility must submit a solvent management plan. A BMP plan is
to be developed by 6/1/85 and implemented by 12/1/85, and pH excursions are allowable
as per 40 CER 401.17 for pH under continuous monitoring.
Effective Date: December 1, 1984 Final Permit
Expiration Datei November 30, 1989 Abstract Dates April 21, 1986
EFFLUENT LIMITS (FINAL)
SC0001473: L-Tec Company (Formerly Union Carbide-Linde Division)
Pollutants Outfall Aver./Max. Limits* and Units Monitoring
: : :
Flew
•
•
: report
continuous
BOD-5
•
•
s0.68/1.36 kg/d
10/20 mg/1 sl/w 24 hr earn
TSS
•
•
si.36/2.72
20/40 " s "
M
Cadmium (Total)
:
s0.005/0.009 "
0.07/0.14
II
Chrcmim ( " )
•
•
sO.12/0.29
1.71/2.77
It
II
Copper ( " )
•
•
:0.021/0.042 "
0.31/0.62
II
II
Lead ( " )
•
•
:0.029/0.047 "
0.43/0.69
M
II
Zinc ( " )
•
•
s0.033/0.065 "
0.48/0.96
It
II
Nickel ( " )
•
•
:0.058/0.116
0.85/1.7
ll
II
Silver ( " )
:
:-/--
0.013/0.026 "
1/y
II
Cyanide ( " )
•
•
; /—
0.093/0.186 "
it
II
Oil and Grease
•
•
:0.68/1.02 kg/d
10/15
1/w
grab
Temperature
•
•
S--/32.2 C
ii
ii
Dissolved Oxygen
•
•
:5 ppm minimum
s "
it
PH
:
s6.0-9.0
: continuous
Flew
s 002
sreport
: 1/2
estimate
Temperature
:
:—/32.2 C
"
grab
PH
:
»6.0-9.0
:l/w
ii
•
•
t
:
s
:
j
:
~
>
:
•
•
:
•
•
:
4
~Daily average/daily naximum.
-------
SC0001490: Reeves Brothers/Bishopville Finishing Plant, in Bishopville, dyes and
finishes approximately 157,250 lb/d of woven fabrics for rainwear garments, apparel,
and consumer goods (SIC 2262, 2261). This facility is in the Textile Mills Category
(40 CFR 410, Subpart D) and discharges 2.5 MGD of process wastewater, recirculated
cooling water, and sanitary wastewater into the Lynches River. Wastewater treatment
consists of a ban SCI£Sa» an aerated equalization basin, two extended aeration basing,
two clarifiers. gg neutralization, and sludge drying beds. Effluent limitations for
BCD5, CCD, TSS, sulfide, phenol, and total chromium are based on the limits from the
previous permit plus an allowance for the increase in production. The limits for
fecal coliform, total residual chlorine, copper, zinc, temperature, and dissolved
oxygen are based on water quality considerations. The permittee must conduct monthly
7-day chronic renewal toxicity tests using Ceriodaphnia in the instream waste
concentration of 2.7%. Should test results indicate chronic toxicity, a Toxicity
Reduction Plan must be submitted within 60 days. A BMP plan must maintained and
inplemented to control the discharge of oils and hazardous substances.
Effective Date: October 1, 1988 Final Permit
Expiration Date: September 30, 1993 Abstract Date: April 4, 1989
EFFLUENT LIMITS (FINAL)
SC0001490: Reeves Brothers/feishopville Finishing Plant
Pollutants Outfall Avg./taax. Limits and Units Monitorinq
Flow
001
t
monitor onlv
1/d continuous
BCD 5
165/264 ko/d
2/w 24-hr corr>
CCD
4280/8550 "
n n
TSS
673/1350 "
n i»
Sulfide
7.1/14.2 "
1/m arab
Phenol
0.88/1.56 "
n n
Total Chromium
0.88/1.56 " (0.116/0.204 im/1)
" 24-hr corno
CODDer
monitor onlv
n n
Zinc
n
f« n
Temperature
—/32 C
2/w grab
Fecal Coliform
1000/2000 */100 ml
1 An
Total Residual Chlorine
0.43/0.75 ma/1
II It
Dissolved Oxvgen
1.0 ma/1 minimum
2/w
oH
6.0 - 8.5
continuous
-------
SC0001830: The Westinohouse Electric Corp., Micarta Division, in Hampton,
manufactures high pressure decorative and industrial laminates and molded plastic
products (SIC 3079). This facility is in the Plastics Molding and Forming Category
(40 CFR 463; Subparts B & C). Outfall 001 discharges 2.0 MGD of process wastewater,
non-contact cooling water, and boiler feed to Sanders Branch. Wastewater treatment
facilities consist of a settling ditch and an oxidation pond. Effluent limitations
for B0D5, TSS, and Oil and Grease are based on effluent guidelines, and phenols,
dissolved oxygen, and temperature are based on water quality standards. No later than
eight months before the expiration of the permit, a biological study plan to determine
the impact of the discharge on the receiving stream, must be submitted. This plan
must be implemented before the expiration of the permit. A BME Plan must be developed
within six months, and implemented no later than one year after issuance.
Effective Date: October 1, 1986 Final Permit
Expiration Date: September 30, 1991 Abstract Date: January 16, 1989
EFFLUENT LIMITS (FINAL)
9C0001830: Westinghouse Electric Corp., Micarta Division
Pollutants Outfall Avo./Max. Limits and tinits Monitoring
Flow
001
monitor onlv
1/d continuous^
BODS
85/92 ko/d (187/303 lb/d: 12/18 no/11
1/w 24-hr comn
TSS
136/276 " (300/608 " )
n n
Dissolved Oxygen
minimum of 5.0 mg/1
" a rah
Oil and Grease
84/161 kg/d (178/343 lb/d)
n ii
Phenols
3.8/7.6 - (8.4/16.7 " )
n n
Temperature
—/32 C (—/90 F)
l/m "
DH
6.0 - 9.0
1/w
-------
SC0001848:' The VfeStinghPUSg Electric Corp., Nuclear Fuel Division in Columbia,
fabricates nuclear fuel assemblies (involving the conversion of uranium hexafluoride
to uranium dioxide), control rods, and mechanical components (SIC 2819). There is no
Point Source Category for this industry. Outfall 001 discharges 70,000 gpd of process
contact cooling water and 54,000 gpd of sanitary wastewater to the Conaaree River.
The ammsnia. recovery system consists of two equalization/storage tanks, four calcium
fluoride settling lagoon, two reaction tanks, an ammonia still, and final aeration.
Sanitary wastewater is treated by a pre-polishino pond chlorinator. an extended
aeration package Plant, a Polishing pond, and post chlorination. A nickel
Precipitation system and a nickel ion exchange system treats nickel contaminated
wastestreams. The contamination system is comprised of three holding tanks, a
uranium filtration system, and final ga adjustment. Effluent limitations are based on
Efil and water quality standards. The permittee must be in compliance with the Total
Residual Chlorine limits by February 1, 1988. A biological study plan, designed to
determine the impact of the discharge on the receiving stream, must be submitted
within three months, and implemented no later than six months from permit issuance. A
EtE. Plan is to be maintained and implemented.
Effective Date: March 2, 1987 Final Permit
Expiration Date: February 29, 1992 Abstract Date: January 16, 1989
SC0001848: Westinghouse
Pollutants
EFI
Electric
Outfall
TjUENT LIMITS (FINAL)
Corp., Nuclear Fuel Division
Avq./Max. Limits and Units
Monitoring
Flow
001
monitor onlv
l/d continuous
BOD5
11/23 ko/d (25/50 lb/d)
1/w 24-hr corao
TSS
15/29 " (32/64 " )
n n
Oil and Grease
10/15 mg/1
" grab
Arrmonia
27/54 kg/d (60/120 lb/d^
\/A 24-hr comp
Fluoride
18/36 n (40/80 " )
n h
Fecal Coliforms
1000/2000 #/100 ml
1/m grab
Total Residual Chlr^pe
—/1.0 mg/1
II «
Dissolved Qxvoen
minimum of 1.0 mg/1
1/w grab
OH
6.0 - 9.0
1/A continuous
¦X
-------
SC0001856: Exide Corporation, which is in the Battery Manufacturing Category (40 CFR
461), manufactures lead acid batteries (SIC 3691) at its facility in Sumter, and
discharges 0.350 MGD of process wastewater through Outfall 001 to an unnamed ditch to
Nasty Branch. Outfall 002 discharges 0.250 MGD of noncontact cooling water and
stormwater runoff to the same ditch as Outfall 001. Process wastewater is treated in
a neutralization fcaok and a filter press. Effluent limitations are based on State
Water Classifications an& Standards. The current limitations are in effect until
March 15, 1987, whereby all treated process wastewater will be diverted to the City of
Sumter Wastewater Treatment Facility. A BME Elan* to identify and control toxic and
hazardous substances, is required to be maintained and updated .
Effective Date: November 1, 1986 Final Permit
Expiration Date; October 31, 1991 Abstract Date: December 27, 1988
EFFLUENT LIMITS (FINAL)
SC0001856: Exide Corporation
Pollutants Putfell Avq./MaXt Limits and Units Monitorinn
Flow
ooi *
monitor onlv
continuous
TSS
42.0/63.0 kg/d (92.6/138.9 lb/dl
1/w 24 hr camp
Lead**
0.60 kg/d (1.33 lb/d: 0.5 ma/1) ***
n ii
Zinc
report
n n
Aranonia
-/ll ma/1
n n
Dissolved Oxvaen
5.0 ma/1 minimum
" grab
Cocper
monitor onlv
n 24-hr corfp
pH
6.0 - 9.0
1/d grab
Flow
002
monitor onlv
1/m estimate
BOD5
1
O
»
o
M
" grab
TSS
—/40.0 "
n ii
Temperature
—/32.2 C (—/90 F)
n ii
Zinc
monitor onlv
n it
pH
6.0 - 8.5
n n
~After March 15. 1987. wastewaters from CUtfall 001 will be diverted to the city
wastewater treatment plant.
~*Lead is further limited bv the following formula;
L 0.238 (0.17 + Od) x 8.34. where L is lead discharge in pounds per dav
Od is the discharge flow in mad.
Discharge flow, lead concentration, lead poundage and the lead limit
calculated bv the above formula shall be reported for each dav that
lead is monitored.
"~Limitations are Max. Daily only
-------
SC0001872: AVM, Inc., of Marion, South Carolina, is engaged in the metal fabrication
of automotive heaters, cooling system values, and vacuum control devices (SIC 3499) in
the Metal Finishing Category (40 CFR 433). A single discharge from the plant is to an
unnamed ditch to Maidendown Swamp to Buck Swamp ani finally to the Pee Dee River at
Oitfall 001A, which consists of 0.264 mgd of untreated noncontact cooling water and a
combined discharge from internal Outfalls 001B and 001C. 001B is process wastewater
(0.03 mgd) treated with chromium reduction# flocculation, and filtration, with sludge
disposal in a hazardous waste landfill after thickening; 001C is sanitary wastewater
(0.02 mgd) treated with activated sludge with sludge disposal in an on-site permitted
aerated lagoon. Process wastewater limits are based on BPT/BAT effluent guidelines
(40 CFR 433.12, 433.14). Bie effluent limitations on the sanitary discharge at
Cfcitfall 001C are standard secondary limits. The ammonia, BOD-5, and disolved oxygen
limits are BPJ using water quality considerations. In lieu of monitoring for TTO, the
facility may certify that a Solvent Management Plan is implemented on a continuous
basis in accordance with 40 CFR 433.12. In addition, a BMP plan was to be developed
by 9/1/84, and implemented not later than 3/1/85. Biomonitoring requirements are not
included.
Effective Date: March 1, 1984 Final Permit
Expiration Date: February 28, 1989 Abstract Date: May 12, 1986
EFFLUENT LIMITS (FINAL)
SC0001872: AVM, Inc.
Pollutants
Flew
Oitfall
: 001A
Avq./Max. Limits* and Units
treport
Monitoring
:l/d flow ind.
BOD-5
:
:10/20 mg/1
:l/w 24 hr oonp
TSS
:
:30/60
{ " M
Ammonia
:
:1.0/2.0
0 It M
•
TTO
:
:—/0.24
:oertif.**
Dissolved Oxygen
:
:6.0 mg/1 minimum
:l/w grab
Temperature
:
:95 F maximum
j n t*
PH
:
:6.0-9.0
• II N
•
Flew
: 001B
: report
:l/d flow ind.
BOD-5
I
f "
:l/w 24 hr oonp
TSS
:
:31/60 mg/1
j ll *i
Chromium, Total
:
:1.71/2.77 "
2 ii n
Copper, "
:
:2.07/3.38 M
j « n
Lead, "
:0.43/0.69 M
2 ii "
Nickel, "
:
:2.38/3.98 "
2 ii "
Silver, "
:
:0.24/0.43 "
2 ii ti
Zinc, "
:
:1.48/2.61 "
2 it "
TTO
t
:—/2.13
jcertif .**
Oil and Grease
t
*26/52
:l/w grab
PH
:
16.0-9.0
xl/d
Flew
: 001C
: report
: " instant.
BOD-5
:
:30/60 mg/1
:l/w 24 hr camp
TSS
:
t30/60
2 *t H
Fecal Colifonn
:
:200/400 per 100 ml
: " grab
PH
:
»6.0-9.0
2 H "
t t j
~Daily average/daily maximum
**In lieu of analyzing for TTO, the facility may certify compliance with a solvent
management plan in accordance with 40 CFR 433.12. Facility roost still ocnply
with TTO limit.
-------
SC0002151: J.P. Stevens & Co.. Inc.. Delta Finishing Plants No. 2 & 3f in Wallace,
are in the Textile Mills Category (40 CFR 410, Subparts D & E). Plant No. 2 batch
dyes texturized and knit polyesters and spun blended woven fabrics, whereas Plant No.
3 continuously dyes woven fabrics of polyester/cotton blends and other
synthetic/cotton blends, as well as 100% cotton goods (SIC 2261, 2262, 2231). The
facilities produce 333,700 lbs/d of woven fabric and 2,800 lbs/d of knit fabric.
Outfall 001 discharges 3.0 MGD of process and sanitary wastewater, cooling water and
stormwater to the Great Pee Dee River. The treatment facilities consist of an
equalization basin, flow control, an aeration basin, two clarifiers. a flash tank.
speculation tanKf mixM media filters, and chlorinators. Sludge is land applied via
spraying. The same standards of performance are used in this permit as in the
previous permit, which incorporated NSPS guidelines. The present BAT guidelines are
no more stringent than the NSPS guidelines. A BMP Plan, to identify and control toxic
and hazardous substances, is to be developed within six months, and implemented
within twelve months of permit issuance.
Effective Date: October 1, 1985 Final Permit
Expiration Date: September 30, 1990 Abstract Date: December 27, 1988
EFFLUENT LIMITS (FINAL)
SC0002151: J.P. Stevens & Co., Inc., Delta Finishing Plants 2 & 3
Pollutants Outfall Avg./Max. Limits and Units Monitoring
FlOW
001
monitor onlv
1/d continuous
BOD5
504/1009 ka/d (1110/2220 lh/d)
3/w 24-hr ennp
COD
8730/17.450 " (19.200/38.400 " 1
n tt
TSS
504/1009 " (1110/2220 " )
n n
Sulfide
15.3/30.6 " (33.7/67.3 " )
l/w arab
Phenol
7.6/15.3 " (16.8/33.7 " )
n n
Total Chromium
7.6/15.3 " (16.8/33.7 " 1
" 24-hr carp
Oil and Grease
10/15 ma/1
" arab
Fecal Coliform
1000/2000 #/100 ml
1/m
Tenperature
32/35 C (90/95 F)
1/d continuous
OH
6.0 - 9.0
n ii
-------
SC0002453: Startex Mills, a division of Spartan Mills located in Spartanburg, South
Carolina, is engaged in the production of unfinished greige cloth from cotton and
polyester by opening, carding, drawing, Blubbing, spinning, slashing, winding and
weaving. Greige products are further processed by bleaching and pad drying. Hie
facility is in the Textile Mills Category (40 CFR 410, Subpart D) and has a reported
production rate of 13.5 million pounds blaachery goods per year, and 12.5 million
pounds greige goods per year. Three outfalls discharge to Middle Tyqer River and
consist of the following: Outfall 002 - 0.8 mgd process and sanitary wastewater (0.13
xngd sanitary); and Outfall 003 - 0.015 mgd cooling water. Outfalls 001 and 003
directly discharge without treatment; at Outfall 002, treatment is in an equalization
extended aeration system with screening, grit removal, clarification, sand filtration
and chlorination. Sludge treatment is by aerobic digestion and on drying beds.
Temperature limits at Outfalls 001 and 003 are based on water quality standards. The
quantity of goods produced was calculated using the highest monthly average during the
previous year and these production numbers were used in setting limits for sulfide and
COD based on effluent quieten™**. Following anti-backslidinq provisions, the limits
on other parameters are previous permit limits. A BMP Plan is required to be
implemented within one year of the effective date of the permit. There is no
biomonitoring requirement since past testing has shown no acute toxicity.
Effective Date: April l, 1985 Final Permit
Expiration Date: March 31, 1990 Abstract Date: June 13, 1985
EFFLUENT LIMITS (FINAL)
SC0002453: Startex Mills
Pollutants Outfall Avq./Max. Limits and Units Monitoring
st '
Flow
:001,003 :repart
1/w estimate
Temperature, Winter
: i29/31 C
" grab
Temperature, Summer
t t31/35 H
II M
PH
: :6.0 - 9.0
II H
Flow
: 002 :report
continuous
Temperature, Winter
% »29/31 C
ii
Temperature, Summer
t :31/35 "
H
Dissolved Cbcvoen
: *6.0 ppm minimum
1/d grab
BOD-5
: t89/165 ka/d
(29.3/54.4 ma/l*\
2/w 24 hr cone
TSS
: *184/550
(60.7/181.3 "
1/w
COD
* t794/1588
(261.8/523.6 "
It it
Chromium, Total
i 10.06/0.11 "
(0.02/0.04 " *)
1/m
Phenols
t »0.08/0.12 "
(0.03/0.04 " *)
" grab
Sulfide
: »2.6/5.2
(0.86/1.71 " *)
" 24 hr ccmp
Fecal Coliform
: <200/400 per 100 ml
1/w grab
PH
i tS.O - 9.0
continuous
: : :
: i :
s : :
: i :
i t :
~Equivalent concentrations based an 0.8 mad, but not included in the permit.
-------
SC0002780: The Wolverine Brass Works, in Conway/ manufactures plated plumbing
and plated steel hardware (SIC 3471) and is in the Metal Finishing Category (40 CFR
433). Production is approximately 5180 square feet of product per day.
Electroplating, boiler blowdown, leak testing wastewater, and non-contact cooling
water is discharged to the Socastee Swamp via Outfall 001. Internal Outfall 01A
discharges non-contact cooling water to Outfall 001. Wastewater treatment consists of
chromium reduction! lime/caustic ctfljitionr settling and precipitation, and Sludge
drying beds. Effluent limitations for trichloroethlylene, fluoride, aluminum,
cyanide, chromium, copper, and nickel are based on water quality standards. All other
parameters are limited according to effluent guidelines. Monthly 7-day chronic
toxicity tests, using Ceriodaphnia dubia, are required with a control and at the
instream waste concentration. After twelve consecutive acceptable tests have been
conducted, testing may be reduced to a quarterly basis. Should any monthly test
result in a significant difference, at the 95% confidence interval, between the
control and the instream waste concentration, with respect to reproduction or
survival, a Toxicity Reduction Plan must be submitted within 60 days. The permit
contains a reopener clause which stipulates that toxicity limitations, increased
testing, and receiving stream assessments may be invoked if deemed necessary. Wate^
quality-based limitations may also be established. A BMP Plan is to be developed
within six months and implemented no later than one year after permit issuance.
Effective Date: December 1, 1984 Final Permit
Expiration Date: November 30, 1989 Abstract Date: January 6, 1989
EFFLUENT LIMITS (FINAL)
SC0002780: Wolverine Brass Works
Pollutants Outfall Ayg./Max, Limits and Units Monitoring
Flow
001
monitor onlv
1/d continuous
Fluoride (Net)
1.97/3.93 kg/d (4.0/8.0 ma/1)
2/m 24-hr ccpfpp
Aluminum (Total)
0.1/0.2 " (0.2/0.4 " )
n n
Cvanide "
0.015/0.029 n (0.03/0.06 ¦ )
1/v arab
Chromium "
0.049/0.10 " (0.1/0.2 " )
2/m 24-hr camp
Coooer
0.1/0.2 " (0.2/0.4 " >
n n
Nickel "
0.1/0.2 " (0.2/0.4 ¦ )
fi n
Zinc "
0.1/0.2 " (0.2/0.4 » )
it n
Oil and Grease
4.9/7.4 " (10/15 " )
l/w grab
Temoerature
—/32.2 C (—/90 F)
2/m
Silver (Total)
0.012/0.025 ka/d (0.025/0.05 ma/1)
1/v 24-hr corrp
Cadmium "
0.005/0.009 " (0.01/0.02 " )
It II
Lead "
0.1/0.2 " (0.1/0.2 » )
n n
B0D5
—/— (10/20 " )
2/m
TSS
—/— (20/40 " )
It It
Dissolved Oxvaen
5.0 ma/1 minimum
arab
Trichloroethvlene
—/0.450 ma/1
2/m
Total Toxic Organics
—/2,13
l/w grab
dH
6.0 - 9.0
1/d continuous
Flow
01A
monitor onlv
l/w flow
indicate
-------
SC0002798: Hoechst Fibers Industries, located in Spartanburg, South Carolina,
produces polyester fibers in staple, filament, and spunband form, and polyester chip
(SIC 2824) in the Organic Chemicals and Plastics and Synthetic Fibers Category
(40 CER 414). Die plant site includes dimethyl terephthalate (a chemical used to
manufacture polyester) manufacturing facilities which have been shut down. The
facility has four discharges: Outfall 001 to Cherokee Creek, Outfalls 002 and 003 to
Pacolet River, and Outfall 004 to an unnamed tributary of the Paoolet River. 001
(0.292 mgd) and 004 (0.154 mgd) consist of noncontact cooling water, steam condensate,
and stormwater. 002 (0.607 mgd) consists of process wastewater, and 003 normally has
no flow. Wastewaters are treated by equalization, neutralization, aeration, secondary
clarification, and chlorination. Wastewaters receive additional treatment by a
primary clarifier and an FE504 mix chamber during the winter. Sludge is stored on a
three-acre site; if testing performed on a trial tract shows land application to be
environmentally safe, this method of sludge disposal may be used. Limitations for
Outfalls 001 and 004 are based on SCEHEC water quality criteria for noncontact cooling
water, steam condensate, and stormwater; oil and grease limits are from the previous
permit. Limitations for Outfalls 002 and 003 are based on EPJ using the proposed
BPT/BAT guidelines for Subpart B, Plastics Only Subcategory, 414.22 & 414.24.
Guideline concentrations were multiplied by the average flow rates mentioned above.
Temperature limits are from the previous permit. A BMP plan is required.
Effective Date: June 1, 1985 Final Permit
Expiration Date: May 31, 1990 Abstract Date: May 22, 1986
EFFLUENT LIMITS (FINAL)
SC0002798: Hoechst Fibers Industries
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flew :
001
: report
:continuous
BOD-5 :
:20/40
mq/1
:2/m 24 hr ccmp
TSS :
:20/40
M
# II It
•
Oil and Grease :
:10/15
H
: " grab
Temperature :
:—/32 C
:l/d
PH :
:6.0-9.0
, M It
•
Flow :
002
:report
: continuous
BOD-5 :
:136/272
kq/d
f59/119
mq/1*)
:3/w 24 hr camp
TSS :
:249/377
it
(102/149
« *)
« ti ft
•
Phenols t
:0.18/0.36
it
fO.08/0.16
" *)
:l/w qrab
Bis (2-ethylhexyl Iphthalate
r
:report
:l/o
Acrolein, Ethyl Benzene,:
« It
j M H
Vinyl Chloride, Cyanide,:
t "
j tt II
Cadmium, Chromium, Copper
f H
: " 24 hr camp
Lead :
t "
2 « it
Fecal Coliform :
:1000/2000
per 100 ml
:l/w grab
Temperature :
:~/35 C
:daily cont.
PH :
:6.0-9.0
5 11 "
Flew :
003
: report
:l/q instant.
BOD-5 :
i "
: " grab
TSS :
i "
| II «
PH :
t "
:l/m
Flew :
004
:
:3/w instant.
BOD-5 :
:20/40
mq/1
:2/m qrab
TSS :
:20/40
II
j it tt
Temperature s
:—/35 C
, It H
•
PH :
:6.0-9.0
:3/w
: : :
~Equivalent concentrations based an 0.607 nqd flow, but not included in permit.
-------
scooo3255: Spring Mills*. Inc., Grace Finishing Plant, in Lancaster, is in the Textile
Mills Category (40 CFR 410). Production in the Woven Fabric Finishing Subcat-ennry
(410.40, Subpart D) is 825,000 lb/d and consists of desizing, scouring, bleaching,
mercerizing, dyeing, printing, sewing of sheets and pillowcases, and warehousing.
Production in the Water Use Processing Subcategory (410.30, Subpart C) is 110,000
lb/d in a Griege Mill and consists of opening, preparation, slashing, weaving, and
cloth inspection. Outfall 001 discharges 8.4 MGD of process wastewater and domestic
wastewater (0.025 MGD) from the Town of Fort Lawn; Outfall 002 discharges 1.1 MGD of
bottom ash and filter plant wastewater; and Outfall 003 discharges 0.092 MGD of
leachate and runoff from the sludge disposal site. As of October 1, 1986, outfalls
001 and 002 will be combined and discharge at the 001 site. All three outfalls empty
into the Catawba River. Presently, the treatment system consists of a bat screen, an
equaljgation basin, three aeration baling, four secondary clarifiers. an effluent
polishing POnd> an aerobic Sludge digester, two sludge disposal basins, a sludge field
underdrain catchment lagoon, and 102 acres of sludge sorav disposal area. The
permittee is in the process of splitting the desizing wastewater from the other
wastewater, to provide additional treatment for the desizing wastewater. Two 350,000
gallon desize equalization basins will be constructed, and one of the three aeration
basins will be converted to desizing wastewater only. Effluent limitations are based
on the following: previous permit limits for fecal coliform; Water Quality Modelling
Of. Catawba River for dissolved oxygen and ammonia; and BPT/BAT guidelines for
BOD5, TSS, COD, sulfide, phenol, total chromium, and pH. A BMP Plan, to identify and
control toxic and hazardous substances, is to be developed within six months, and
implemented no later than one year from permit issuance.
Effective Date: October 1, 1985
Expiration Date: September 30, 1990
Abstract Date:
Final Permit
December 28, 1988
EFFLUENT LIMITS (FINAL)
SC0003255: Spring Mills, Inc., Grace Finishing Plant (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units
Monitoring
Flow
JKLL
report
1/d continuous
BQDL
127Q/2540
2/w 24 hr conp
£00.
22,500/45,QQQ
TSS (Until 9/30/86)
3370/6760
(Beginning 1Q/1/86)
3500/7140
Sulfide
37.4/74.8
grab
Phenol
18.7/37.4
Chromium (Total)
18.7/37,4
24-hr conp
Fecal coliform
—/400 #/100 ml
grab
Dissolved Oxygen
5.0 ma/l minimum (Until 9/30/86)
6.0 mo/1 minimum (As of 10/1/86)
ftnroonia
114/- kgZsL
24-hr conp
Oil and Grease
EH
10.7/14.3 ma/1 (As of 10/1/86)
1/m grab
6.Q - 9.0
l/d continuous
Flow
jw.
report
Z3L
129/380 isaZd.
l/w 24-hr corfp
Oil and Grease
BH
45.8/61.2
6-0 - 9.0
grab _
~Limitations and monitoring requirements effective until 9/30/86.
-------
SC0003255: Spring Mills. Inc.. Grace Finishing Plant, in Lancaster, is in the Textile
Mills Category (40 CFR 410). Production in the Woven Fabric Finishing Subcategory
(410.40, Subpart D) is 825,000 lb/d and consists of desizing, scouring, bleaching,
mercerizing, dyeing, printing, sewing of sheets and pillowcases, and warehousing.
Production in the Low Water Use Processing Subcategory (410.30, Subpart C) is 110,000
lb/d in a Griege Mill and consists of opening, preparation, slashing, weaving, and
cloth inspection. Outfall 001 discharges 8.4 MGD of process wastewater and domestic
wastewater (0.025 MGD) from the Town of Fort Lawn; Outfall 002 discharges 1.1 MGD of
bottom ash and filter plant wastewater; and Outfall 003 discharges 0.092 MGD of
leachate and runoff from the sludge disposal site. As of October 1, 1986, outfalls
001 and 002 will be combined and discharge at the 001 site. All three outfalls empty
into the Catawba River. Presently, the treatment system consists of a feai. screen, an
equalization basiru three aeration basins, four secondary clarifiers. an effluent
PQlishing pondr an aerobic sludge digester, two sludge disposal basins a sludge field
underlain catchment lagoon, and 102 acres of sludge sprav disposal The
permittee is in the process of splitting the desizing wastewater from the other
wastewater, to provide additional treatment for the desizing wastewater. Two 350,000
gallon desize equalization basins will be constructed, and one of the three aeration
basins will be converted to desizing wastewater oily. Effluent limitations are based
on the following: previous permit limits for fecal coliform; Water Quality Modelling
Qi Catawba River for dissolved oxygen and ammonia; and gpT/BAT guidelines for
BOD5, TSS, COD, sulfide, phenol, total chromium, and pH. A ftMP Plan, to identify and
control toxic and hazardous substances, is to be developed within six months, and
implemented no later than one year from permit issuance.
Effective Date: October 1, 1985 Final Permit
Expiration Date: September 30, 1990 Abstract Date: December 28, 1988
EFFLUENT LIMITS (FINAL)
SC0003255: Spring Mills, Inc., Grace Finishing Plant (Page 2 of 2)
Pollutants Outfall Avg./Max. Limits and Units flonitorinq
Flow : 003
report
I/A onntinuous
BOD5 ** :
94.3/141.5 ka/A (—/AS ma/U
4/m 74-hr corro
TSS **
94.3/141.5
II It
COD ** :
943/1420 " (—/450 " )
n n
Phenols ** :
1.59/2.40
grab _
Sulfides ** :
3.13/4.72 "
n n
Zinc i
0.626/0.907 " f—/n.S tks/1)
" ?A-hr como
Nickel :
0.626/0.953 " (—/0.5 " )
n n
Cor»er •
0.626/0.907 " f—/0.5 " )
n n
Chromium ** •
0.626/0.953 " f—/0.5 " )
it n
Fecal Coliform :
1000/2000 #/100 ml
" arab
pH
6.0 - 9.0
n n
• * *
~~Monitoring of these parameters is to be done on the same davs as Outfall QQ1»
The poundage for the two discharges, added together, are not to exceed the limits,
for Outfall 001.
-------
SC0003441: The Mobay Corporation, in Charleston, manufactures organic dyes,
intermediates, organic chemicals, flavors, and fragrances (SIC 2865, 2815, 2869) and
is in the Organic Chemical?f Plastics. and. Synthetic Fiber Category (40 CFR 414).
Outfall 001 discharges 4.3 MGD of process and sanitary wastewater, Outfall 002
discharges 1.224 MGD of once-through non-contact cooling water, and Outfall 003
discharges 0.065 MGD of water filter plant backwash water. Outfalls 001 and 002 empty
into the Cooper River, whereas, Outfall 003 empties into the Back River. Wastewater
treatment consists of an equalization basin, a neutralization chamber with sulfite
waste, carbide lime, and hydrated lime feed, a primary clarifier. two biological
ponds, a secondary clarifier. and a polishing pond. Both clarifiers have an outlet to
a filter press and sludge pond. Effluent limitations are based on BPT/BAT guideline.
Stat? water quality standards, and Bfil. The permittee is required to submit a plan
within three months, and implement within six months, a series of studies designed to
evaluate the effluent toxicity of Outfall 001 and the possible impact on the Cooper
River. One study per quarter is required, with a possible decrease in that frequency
to be considered after one year of testing. A BMP Plan is to be maintained and
jpdated to identify and control the discharge of significant amounts of toxic and
lazardous substances.
Effective Date: February 1, 1987 Final Permit
Sxpiration Date: January 31, 1992 Abstract Date: December 27, 1988
EFFLUENT LIMITS (FINAL)
3C0003441: Mobay Corporation
Pollutants Outfall Ayg,/Max, Limits* and Units Monitoring
''low t 001 ;monitor only continuous
30P5 ; :900/1340 kg/d (1985/2955 ** ;95 mg/l):3/w 24-hr r.amp
ED ; :6195/9280 - (13.655/20.465 lb/d) : "
SS i • 650/975 " (1435/2150 lb/d)
Ammonia ; :250/325 " <545/720 lb/d: 20 mg/n : "
:hromium H ;1.5/2.5 !! (3.2/5.4 lb/d; 150 ug/l):2/w "
topper (Until 12/31/88) : :2.04/4.1 " (4.5/9.0 lb/d: 0.5 mg/1) : "
(Beginning 1/1/89) : ;l,2/2.4 " (2.7/5.4 " : 150 ua/1) : "
liflS ; *1.7/3.1 " (3.8/6.8 " : 250 " ) : "
'henols j :3.3/4.9 " (7.2/1Q.8 " : 0.3 mg/1) :3/w grab
lethylene Chloride ; ;monitor Only illg grab
isnzsng s s - iJl "
toluene s ; ? L_? "
Us (2-Ethvlhexvl) phthalate
:-Nitrophenol s
:. 4-Dinit rophenol ;
'ecal Coliforms s 51QQQ/20Q0 #/100 ml il/m grab
jrsenic ; :5Q/1QQ—ug/1 l_!l 24-hr conp
fi ! ;6tQ - 9.Q continuous
low : 002 : monitor only :2/m continuous?
OD5 S :5/10 mg/1 : " 24-hr conp
ins 5 il.19/1.99 kg/d (2.63/4.38 ** :1.5mg/l) " "
fl ; ;6.Q - 9.Q i_H grab
low : 003 :monitor only :l/m estimate
SS S S - i-H grab
H i t6-0 ~ 8.5 lJI "
*Ava. Monthlv/Max. Daily
~Units are lb/d
-------
SC0004286: The Square £ Company. Inc., is located in Columbia, and manufactures
various electrical control devices, such as crane, pump and motor controls, welding
registors, lifting magnets, etc. (SIC 3622, 3615). This facility is in the Metal
Finishing Category (40 CFR 433). The following is a description of the outfalls that
discharge to Goose Branch; 001 - 13,200 gpd of process wastewater; 002 - 11,000 gpd of
sanitary wastewater; and 003 - 4000 gpd of non-contact cooling water. Wastewater
treatment consists of cyanide oxidation, chromium reduction, metal precipitation, and
extended aeration. Effluent limitations are based on water quality standards for pH,
nickel (Max. Daily), and Total Residual Chlorine; effluent guidelines for toluene,
nickel (Avg. Monthly), copper, and silver; Departmental Operating Procedure for oil
and grease; wasteload allocation for B0D5 (outfall 001); and the remaining parameters
are the same as the previous permit. During the first, third, and fifth year, the
permittee is required to perform a macroinvertebrate study and submit the final
results and conclusions within 90 days after each study is completed. A solvent
management plan is to be submitted within 90 days of the effective date of the permit
and a BMP Plan shall be updated and maintained.
Effective Date: October 1, 1986 Final Permit
Expiration Date: September 30, 1991 Abstract Date: January 5, 1989
EFFLUENT LIMITS (FINAL)
SC0004286: Square D Company, Inc.
PQllUtflht? Outfall Ayg./Max. Limits and Units Mwitprinq
Flow
001 *
monitor onlv
1/d continuous
BOD5
1.5/3.1 kg/d (25/50 ma/1)
1/w 24-hr camo
TSS
0.9/1.8 " (15/30 " )
tf n
Toluene
--/— (—/2.13 " )
1/m grab
Oil and Grease
—/— no/is " )
1/w
Cadmium
0.014/0.03 " (0.25/0.50 " )
¦ 24-hr comD
Chromium (Total)
0.014/0.03 " fO.25/0.50 " )
n vt
Cyanide "
0.007/0.04 " (0.11/0.60 " )
grab
Lead
0.014/0.03 " (0.25/0.50 " )
" 24-hr comD
Zinc
0.014/0.03 " (0.25/0.50 " )
n n
Sulfates
monitor only
n n
Nickel (Total)
0.09/0.25 kg/d (1.46/3.98 na/1)
l/m 24-hr comp
Copr^er n
0.13/0.21 " (2.07/3.38 " )
1/W
Silver "
0.015/0.026 " (0.24/0.43 n )
l/m
Ammonia
monitor only
arab
pH
6.0 - 9.0
1/w
Flow
002 ~~
monitor only
1/A continuous
BOD5
2.27/4.54 ko/d (30/60 ira/1)
1/w 24-hr comD
TSS
2.27/4.54 n (3n/fi0 " )
n n
Fecal Coliform
1000/2000 #/100 ml
grab
Total Residual Chlorine
monitor onlv (Until 06/30/88)
n •"
0.26/0.45 ma/1 (As of 07/01/88)
n n
PH
6.0 - 8.5
n n
Flow
003
monitor onlv
l/m instant.
BGD5
10/20 ma/1
" grab
TSS
20/40
n n
Temperature
—/32 C (—/90 F)
n »
pH
6.0 - 8.5
Vw
~Poundage limits based on 16.200 GPD.
~~Poundage limits based on 20.000 GPD.
-------
SC0024554:' Cooper Industries. Inc.. Crescent Division, in Sumter, is engaged in the
forging, machining, heat treating, polishing, plating, packaging and shipping of
mechanics hand tools (SIC 3423, 3471, 4930). The facility is in the Metal
Finishing Category (40 CFR 433) and has two discharges to a drainage ditch to
Pocalla Creek to the Pocotaligo River. Outfall 001 consists of the following: 68,000
gpd plating wastewater treated by chromium reduction, precipitation and
neutralization, and sludge is dewatered by centrifuaation. followed by landfilljng-
and 2,000 gpd oil laden water treated by coagulation and neutralization. Outfall 002
is 700,000 gpd cooling water from heat exchangers, specifically denoted in the permit
as noncontact cooling water with no biocides or water treatment additives. Effluent
limitations are based on the same water quality standards as the previous permit,
except for Total Toxic Organics, which is based on effluent guidelines. During the
first, third, and fifth year of the permit, a static acute 24-hour toxicity test is to
be performed on the wastestream after Outfalls 001 and 002 combine. A BMP Plan, to
identify and control toxic and hazardous substances, is to be maintained and updated.
Effective Date: April 1, 1986 Final Permit
Expiration Date: March 31, 1991 Abstract Date: December 28, 1988
EFFLUENT LIMITS (FINAL)
SC0024554: Cooper Industries, Inc.
Pollutants Qrtfall AV9./M3X. Limit? and Units Monitoring
Flow
001
reDort
1/d continuous
TSS
2.65/5.30 kg/d (10/20 na/1)
1/w 24 hr conp
Chromium (Total)
0.15/0.60 " (565 ug/1/2.30 ma/11
w n
Nickel "
0.15/0.30 " (572/1144 ua/1)
n n
Zinc "
0.078/0.16 - (295/590 " )
it tt
Oil and Grease
2.65/3.98 " (10/15 ma/1)
" arab
Total Toxic Organics
—/0.56 " (—/2.13 n )
1/v 24-hr comp
Cadmiun. 'Total)
report
f» M
Cooper "
ft
ft ft
Lead
n
n it
Silver "
ft
tt n
Cvanide ¦
n
ft ft
dH
6.0 - 9.0
l/m grab
Flow
002
report
1/m instant.
Tenperature
32.2 C (90 F)
" grab
Total Residual Chlorine
report
1/v
PH
6.0 - 8.5
l/m
-------
SC0026506: E.I. DuPont jig. Nemours &. Co.. Inc.. in Charleston, manufactures polyester
resin and fiber (SIC 2824, 2821) and is in the Organic Chemicals. Plastics, and
Synthetic Fibers Category (40 CFR 414). Outfall 001 discharges 1.673 MGD of process
and sanitary wastewater into the Cooper River. Process wastewater is treated by
mixing, neutralization, activated sludge biological treatment, sludge fl?rpfc>ic
digestion, and the sludge is land applied on site. Sanitary waterwater treatment
consists of grinding, neutralization, activated sludge biological treatment
clarification, and chlorine disinfection. Effluent limitations for B0D5 and TSS are
BPJ based on demonstrated plant performance, and limitations for fecal coliform and pH
are based on State water quality standards. The permittee is required to develop and
implement a biological study plan that would utilize a 48-hour static acute toxicity
test to determine the impact of the effluent on the receiving stream. A BMP Plan is
to be developed within six months, and implemented no later than one year after permit
issuance.
Effective Date: October 1, 1986 Final Permit
Expiration Date: September 30, 1991 Abstract Date: December 30, 1988
EFFLUENT LIMITS (FINAL)
SC0026506: E.I. DuPont de Nemours & Co., Inc.
Pollutants Outfall Avg./Max. Limits and Units Monitoring
Flow
001
monitor onlv
1/rJ continuous
BOD5
190/380 kg/d (420/840 lb/d)
24-hr comD
TSS
318/728 " (700/1600 " )
n "
Total Residual Chlorine
monitor onlv
l/pccur grab *
Fecal Coliform
1000/2000 #/100 ml
2/m grab
pH
6.0 - 9.0
i/rt
*TRC shall be monitored once per occurrence, but need not exceed once per month.
-------
9C0033022: Detyens Shipyards. Inc.. in Wando, is a shipbuilding and repair facility
(SIC 3731) in the Shipbuilding aq£ Repair Category (40 CFR 470). Outfall 001
discharges 14,400 gpd of domestic wastewater, which is treated by activated sludgy. to
the Wando River. Effluent limitations are based on secondary treatment standards.
except for pH which is based on water quality standards. The permittee is required to
develop and implement a BMP Plan which is to address the following items at a minimum:
1) control of large solid material; 2) control of blasting debris; 3) oil, grease, and
fuel spills; 4) paint and solvent spills; 5) abrasive blasting debris; 6) segregation
of wastewater flow in dry dock; 7) contact between water and debris; 8) maintenance of
gate seals and closure; 9) water blasting, hydroblasting, and water-cone abrasive
blasting; 10) maintenance of hoses, soil chutes, and piping; and 11) overall general
house cleaning operations and procedures to prevent wastes from entering waters by
air, stormwater, or direct discharges. The permit contains a standard reopener
clause-
Effective Date: August 1, 1987 Final Permit
Expiration Date: July 31, 1992 Abstract Date: March 30, 1989
SC0033022; Detyens Ship}
Pollutants
EF1
fard, Inc
Outfall
FLUENT LIMITS (FINAL)
Ava./Max. Limits and Units
Monitoring
Flow
001
1.4.4^'] 4.400 opd
continuous
BCD 5
30/60 ma/1
2/m 24-hr corrrp
TSS
30/60
n n
Fecal Coliform
200/400 */100 ml
" arab
Total Residual Chlorine
0.5/1.0 ma/1
ft n
Dissolved Oxyaen
1.0 ma/1 minimum
n n
Oil and Grease
10/15 ma/1
VI It
dH
6.0 - 9.0
l/m
-------
9C0037770: Swyaert Shipyard & Drydock. in Johns Island, is a shipbuilding and repair
facility (SIC 3731) in the Shipbuilding and. Repair Category (40 CFR 470). Outfall 001
discharges 6625 gpd of domestic wastewater, which is treated by activated sluds£» to
the Stono River. Effluent limitations are based on secondary treatment standards for
BCD5, previous permit limits for TSS, and a wasteload allocation for the remaining
parameters. The permittee is required to develop and implement a BMP Elan which is to
address the following items at a minimum: 1) control of large solid material; 2)
control of blasting debris; 3) oil, grease, and fuel spills; 4) paint and solvent
spills; 5) abrasive blasting debris; 6) segregation of wastewater flow in dry dock; 7)
contact between water and debris; 8) maintenance of gate seals and closure; 9) water
blasting, hydroblasting, and water-cone abrasive blasting; 10) maintenance of hoses,
soil chutes, and piping; and 11) overall general house cleaning operations and
procedures to prevent wastes from entering waters by air, stormwater, or direct
discharges. The permit contains a standard reopener clause.
Effective Date: May 1, 1987 Final Permit
Expiration Date: April 30, 1992 Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
SC0037770: Swygert Shipyard & Drydock
Pollutants Outfall Ava./Max. Limits and Units MonitQCMiq
Flow
001
6625/6625 crod
continuous
BCD 5
30/60 ma/1
7/m 24-hr corro
TSS
15/30
n n
Tnt-al Coliform
70/230 #/100 ml
" arab
Total Residual Chlorine
0.5/1.0 ma/1
n n
Dissolved Oxygen
1.0 ma/1 minimum
n n
pH
6.0 - 9.0
l/m
JL
-------
SC0037826: Specialty Industrial Products. Inc.. in Spartanburg, manufactures
emulsifiers, fiber lubricants, detergents, and defoamers (SIC 2843, 2869) and is in
the Organic: Chemicals, Plastics, and synthetic Fibers Category (40 CFR 414,
Subpart D). Outfall 001 discharges approximately 0.006 MGD of process wastewater and
stormwater to Peters Creek. Wastewater treatment consists of a powdered activated
carbon feed and sand filter system (presently under construction), an off-line spill
holding tank, two parallel sediment and oil separation tanks, aeration basins, a
Clarifjer With sludge return, a 120-day aeration basin with settling and post-
aeratiQnr and a chlorine contact chamber. Effluent limitations are based on Water
ClagSificatiQn Standards for zinc, Standard Bureau Operating Procedures for oil and
grease, and the remaining parameters are based on BPJ. Except for the limit on oil
and grease, the effluent limitations are the same as those in the previous permit.
Qjarterly 96-hr asilfce toxicity tests are required, using the bluegill, Lepomis
macrochirus. The LC50 shall not be less than 71% effluent. A biological study plan
to determine the impact of the discharge on the receiving stream, is to be submitted
within three months, and implemented no later than six months after permit issuance.
A BMP Plan is to be developed within six months, and implemented no later than one
year after permit issuance.
Effective Date: December 1, 1987 Final Permit
Expiration Date: Noverrber 30, 1992 Abstract Date: January 5, 1989
EFFLUENT LIMITS (FINAL)
SC0037826: Specialty Industrial Products, Inc.
Pollutants Outfall Avg./MfrXt Limits and Unit? Monitoring
Flow
001
—/0.006 MGD
1/d continuous
BOD5
1.13/1.70 kg/d (—/150 ma/1)
1/w 24-hr cQmp
TSS
—/1-36 " (—/60 " )
M fl
Surfactants
—/0.023 - 1-/1.0 " )
grah
Tetrachloroethylene
—/0.0014 " (—/0.050 ¦ )
1/m
Zinc
—/0.011 " (--/0.5 - )
" 24-hr coittd
Phenols
0.050/0.075 na/1
" grab
Oil and Grease
—/15 ma/1
ft ft
Toxicity
96-hr I£50 > 71% effluent
1/a acute
PH
6.0 - 8.5
1/d
-------
SC0038121: The Union Camp Corporation integrated kraft mill in Eastover, is in the
Bleached Kraft Subcategory of the Pulp. Paper, and Paperboard Category (40 CFR 430).
Products include envelope papers, tablet paper, computer paper and office paper (SIC
2621). By-products are turpentine and toilet soap (SIC 2861). The plant is designed
to reach maximum production in three phases: Phase I - 675 tons/d; Phase II - 1450
tons/d; Phase III - 2250 tons/d. The mill is currently in Phase I and is not expected
to enter Phase II until January, 1991. Outfall 001 discharges approximately 7.83 MGD
of treated process wastewater, treated sanitary wastewater, and stormwater to the
Wateree River. Internal Outfall 001A routes treated sanitary wastewater to the
process wastewater treatment system. The process waste treatment system consists of
screensr a clarifies two a3rat5<3 stabilization basins, two final settling QQQ&, a
Storage EQD& sludge filter presse? With an on-site landfill. Parshall flume, foam
separation chamber, and two effluent diffusers. The sanitary treatment system is
comprised of an activated sludge treatment plant consisting of flow equalization
tanKSf CPWninutorr extended aeration tanks with blowers, secondary clarifiers with a
sludge digester, a chlorine contact tank, and subsequent discharge to the process
treatment aerated stabilization ponds. Effluent limitations for BOD5 and TSS are NSPS
based on effluent guidelines. Limits for nitrogen and phosphorus are based on BPJ.
with water quality concerns taken into account. The permit is a controlled release
type with the following stipulations: (1) release can only occur when river flow is
>800 cfs and upstream dissolved oxygen is between 5.0 and 8.0 mg/1; and (2) a series
of river flow/BCD5 equations with upstream dissolved oxygen between 5.0 and 8.0 mg/1
govern the mass discharge of BOD pending the development and calibration of a water
quality model by Union Camp. Discharges are allowed at river flows <800 cfs, but
river monitoring must verify that the dissolved oxygen standard of 5.0 mg/1 is not
violated. A year-long instream biological assessment must begin no later than six
months after wastewater from Phase II is generated. A final report must be submitted
eighteen months after the assessment begins and shall elucidate the difference(s) and
the significance of the difference(s) between baseline, Phase I, and Phase II
biological data. A BMP Plan is to be developed within six months and implemented no
later than one year after permit issuance.
Effective Date: April 1, 1987 Final Permit
Expiration Date: March 31, 1992 Abstract Date: December 29, 1988
EFFLUENT LIMITS (FINAL)
SC0038121: Union Camp Corp. (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
PHASE I • i :
Flow
: 001 :<3% of river flow after mixing
•1M continuous
B0D5
i :1900/3490 kg/d (4190/7700 lb/d)
. " 24-hr comD
TSS
: :2940/5140 " (6480/11.300 " )
Total Nitrogen
: :1165 lb/d (Annual average)
.1/w
Total Phosphorus
: :220 " (Annual average)
. n n
PHASE II : I
Flow
: i<6% of river flow after mixing
;1/^ continuous
Total Nitrogen
: :2330 lb/d (Annual average)
.•\/v 24-hr comD
Total Phosphorus
: :440 n (Annual average)
. n "
(interim limits based on 1100 tons/d of nrr/liv-M
BOD5
: :3090/5670 kg/d (6820/12.500 lb/d)
• l/d 24-hr como
TSS
: :4760/9070 " (10.500/20.000 "JL
. " "
(final limits based on 1450 tons/d of nrrvWH
BOD5
: :4080/7500 kg/d (8990/16.500 lb/d)
• 1/d 24-hr comD
TSS
: :6310/10.859 " (13.900/23.900 " )
# II «
-------
9C0038121: The Union Camp Corporation integrated kraft mill in Eastover, is in the
Bleached Kraft subcategory of the Pulp, Paper, and. Paperfroard Category (40 CFR 430).
Products include envelope papers, tablet paper, computer paper and office paper (SIC
2621). By-products are turpentine and toilet soap (SIC 2861). The plant is designed
to reach maximum production in three phases: Phase I - 675 tons/d; Phase II - 1450
tons/d; Phase III - 2250 tons/d. The mill is currently in Phase I and is not expected
to enter Phase II until January, 1991. Outfall 001 discharges approximately 7.83 MGD
of treated process wastewater, treated sanitary wastewater, and stormwater to the
Wateree River. Internal (Xitfall 001A routes treated sanitary wastewater to the
process wastewater treatment system. The process waste treatment system consists of
screens a clarifier. two aerated stabilization t&SiQS/ two final settling ponds, a
Storage POndr sludge filter presses With an on-site landfill. Parshall flume, foam
separation chamber, and two effluent diffusers. The sanitary treatment system is
comprised of an activated sludge treatment Plant consisting of flow equalization
tanks, comminutor. extended aeration tanks with blowers, secondary clarifiers with a
sludge digester, a chlorine contact tank, and subsequent discharge to the process
treatment aerated stabilization ponds. Effluent limitations for B0D5 and TSS are NSPS
based on effluent guidelines. Limits for nitrogen and phosphorus are based on BPJ.
with water quality concerns taken into account. The permit is a controlled release
type with the following stipulations: (1) release can only occur when river flow is
>800 cfs and upstream dissolved oxygen is between 5.0 and 8.0 mg/1; and (2) a series
of river flow/BOD5 equations with upstream dissolved oxygen between 5.0 and 8.0 mg/1
govern the mass discharge of BOD pending the development and calibration of a water
quality model by Union Camp. Discharges are allowed at river flows <800 cfs, but
river monitoring must verify that the dissolved oxygen standard of 5.0 mg/1 is not
violated. A year-long instream biological assessment must begin no later than six
months after wastewater from Phase II is generated. A final report must be submitted
eighteen months after the assessment begins and shall elucidate the difference(s) and
the significance of the difference(s) between baseline, Phase I, and Phase II
biological data. A BMP Plan is to be developed within six months and implemented no
later than one year after permit issuance.
Effective Date: April 1, 1987 Final Permit
Expiration Date: March 31, 1992 Abstract Date: December 29, 1988
EFFLUENT LIMITS (FINAL)
SC0038121: Union Camp Corp. (Page 2 of 2)
pollutants outfall Ay g./Max. Limits and Units Monitoring
PHASES I and II
Fecal Coliform
001
monitor onlv
1/w grab
Color
Color change of river <40 units
1/d grab *
after mixing
Dissolved Qxvgen
1.0 rro/1 minimum
1/d grab
DH
5.0 - 9.0
1/d continuous
Flow
001A
monitor onlv
1/d continuous
BODS
f«
1/w crab
TSS
r»
ft ft
Fecal Coliform
200/400 #/100 ml
5/w grab
'Monitoring frequency is reduced to 1/week once production reaches 1450 tons/d.
-------
SC0038148: Braswell Shipyard. Inc.. in Charleston, is a shipbuilding and repair
facility (SIC 3731) in the Shipbuilding Repair Category (40 CFR 470). Outfall 001
discharges 10,000 gpd of domestic wastewater, which is treated by activated sludge, to
Shipyard Creek to the Cooper River. Effluent limitations are based on secondary
treatment standards, except for pH which is based on water quality Standards. The
permittee is required to develop and implement a BMP Plan which is to address the
following items at a minimum: 1) control of large solid material; 2) control of
blasting debris; 3) oil, grease, and fuel spills; 4) paint and solvent spills; 5)
abrasive blasting debris; 6) segregation of wastewater flow in dry dock; 7) contact
between water and debris; 8) maintenance of gate seals and closure; 9) water blasting,
hydroblasting, and water-cone abrasive blasting; 10) maintenance of hoses, soil
chutes, and piping; and 11) overall general house cleaning operations and procedures
to prevent wastes from entering waters by air, stormwater, or direct discharges. The
permit contains a standard reopener clause.
Effective Date: May 1, 1987 Final Permit
Expiration Date: April 30, 1992 Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
SC0038148: Braswell Shipyard, Inc
Pollutants &itfaii Avo./taax. Limits and Units Monitoring
Flow
001
10.000/10.000 ood
continuous
BCD5
30/60 ma/1
2 An 24-hr cone
TSS
30/60 "
it n
Fecal Coliform
1000/2000 #/100 ml
" grab
Total Residual Chlorine
0.5/1.0 ma/1
n n
Dissolved Oxvgen
1.0 ma/1 minimum
It «
pH
6.0 - 9.0
s
r-
-------
SC0038555: Airco Carbon. Inc. manufactures graphite electrodes, from petroleum and
coal products, for electrical arc steel furnaces (SIC 3624) at their facility in
Ridgeville. This facility is in the Electrical and Electronic Components Category
(40 CFR 469). (Xitfall 001A discharges spent process wastewater (77,700 gpd), sanitary
wastewater (4300 gpd), and contaminated stormwater (54,000 gpd) from the treatment
facility to a wastestream, where it is mixed with uncontaminated stormwater runoff and
ultimately discharged via Outfall 001 to Timothy Creek Four Hole Swamp the
Edisto River. Sanitary waste is treated in a package plant with a chlorinator;
process cooling water is treated by a corrugated plate interceptor, pipe flocculator
with alum and .polymer, and a dissolved air flotation system. The combined discharge
is routed through a cascade aerator to the main outfall. A holding pond is available
to accept both wastestreams, if necessary, as well as first flush rainwater runoff.
Effluent limitations are based on EPA water quality criteria for chlorine, State water
Classifications and Standards for fecal coliform, and BPJ for the remaining
parameters. All limitations, except for fecal coliform, are the same as the previous
permit. The permit contains a reopener clause, with respect to chlorine. A BMP plan.
to identify and control toxic and hazardous substances, is to be updated and
maintained.
Effective Date: February 1, 1988 Final Permit
Expiration Date: January 31, 1993 Abstract Date: January 5, 1989
SC0038555: Airco Carbon
Ppllvtsmts
EFI
Inc.
Outfall
•'LUENT LIMITS (FINAL)
Avg./Max. Limits and Units
Monitoring
Flow
001A *
monitor only
1/d continuous
BQD5
7.7/17 kg/d (15/30 ma/1)
1/w 24-hr corTp
TSS
15/34 - (30/45 " )
n n
Oil and Grease
5.0/11 - (10/20 " )
n arab
Fecal Coliform
1000/2000 #/100 ml
n n
Dissolved Oxvaen
5 ma/1 minimum
i/d
Temperature
95 F (35 C)
l/w
PH
6.0 - 9.0
continuous
BOD5
001
monitor onlv
1/m arab
Dissolved Oxygen
5 ma/1 minimum
1/d
Total ReciJual Chlorine
monitor only (Until 10/31/88)
l/w
< 100 ua/1 (As of 11/01/88)
n vt
*Mass discharge limitations based upon ava. flow of 136.000 GPD and max. flow of
300.000 GPD.
-------
SC0040517: Thermal Oxidation Corporation. Inc.. in Roebuck, operates a commercial
incinerator of organic hazardous waste, which produces wastewater upon quenching the
incinerator off-gas. The wastewater is treated by gB ad-iustment. cooling, and
auxiliary carbon adsorption. There is no Point Source Category for this facility.
The fume scrubber wastewater is discharged at a rate of 0.22 MGD to the North Tyaer
River via Outfall 001. Effluent limitations are based on EPA water quality criteria.
Semi-annual acute flow-throuah toxicity tests are required to determine the 96-hr I£50
for bluegill sunfish, Lepomis macrochirus. or other State approved species. The tests
are to use 100% effluent from Outfall 001. An instream macro invertebrate assessment
must be conducted twice per year (spring and fall) to evaluate the impact of the
discharge on the receiving stream. The permittee must develop and implement a BMP
Plan-
Effective Date: January 1, 1987 Final Permit
Expiration Date: December 31, 1991 Abstract Date: April 4, 1989
EFFLUENT LIMITS (FINAL)
SC0040517: Thermal Oxidation Corporation, Inc.
Pollutants Outfall Ava./toax. Limits and units Monitoring
• • •
¦
LIMITS EFFECTIVE UNTIL DECEMBER 3"
L. 1986
Flow
001
/0.22
Mtn !
1/d continuous
Total Oraanic Carbon
i—/20 ma/1 :
" 24-hr como
TSS
:—/ 40
n ,
1/w
Total Dissolved Solids
!—/13.600
ka/d :
n »
Temperature
/37 C !
1/d continuous
Antimony
2.0/4.0
ma/1 !
1/w 24-hr como
Arsenic
—/0.25
»
i
1M
Cadmium
—/0.071
"
*
n n
Chromium
—/0.5
»
*
n n
Copper
—/0.5
*
it n
Lead
—/0.25
*•
it n
Mercury
—/0.010
" (Effective until 12/31/87)"
Nickel
—/0.5
»
i
m n
Zinc
—/0.5
**
n w
Toxicity
[determine 96-hr IC50 in 100% effluent
flow-thru
pH
:6.0 - 9.0
1/d continuous
»
•
Flow
001
—/0.22 Md>
1/d continuous
Total Oraanic Carbon
—/20 ma/1
n
24-hr como
TSS
—/40 "
1/w
n
Total Dissolved Solids
—/13.600 ka/d
it
it
Temperature
—/37 C
1 /A continuous
Antimony
2.0/4.0 ma/1
1/w 24-hr COTTTD
Arsenic
—/0.10
l/G
n
Cadmium
—/0.071 "
It
n
Chromium
—/0.5 "
It
n
Copper
—/0.5 "
II
it
Lead
—/0.25 ¦
It
N
Mercury
—/0.0013 " (Effective 01/01/88)
n
It
Nickel
—/0.5 ¦
N
n
Zinc
—/0.5 "
n
n
Toxic itv
determine 96-hr TC^fl in 100% effluent
2/y
flow-thru
pB
2.0 - 9.0
continuous
-------
SC0042188: Williamette Industries. Inc.. is in the process of constructing a pulp and
paper mill (SIC 2621) near Bennettsville. The facility is in the Pulp. Paper, and
Paperboard Category (40 CFR 430, Subparts G and I) and the guilder'? Paper and Board
Mills Category (40 CFR 431). The proposed mill will be fully integrated (i.e. a
bleached kraft pulp mill and a fine paper machine will be on-site) and will produce
rolls of bleached fine paper to be shipped off-site and converted into business forms,
computer bond, copy paper, and other products. Production in the initial start-up
phase, known as Phase I, will be 625 tons/d, and Phase II (scheduled for 1997) will be
1125 tons/d. Outfall 001 will discharge 15 MGD in Phase I, and 21 MGD in Phase II, of
process and sanitary wastewater, cooling water, and stormwater runoff to the E§e Dee
River. Outfall 002 will discharge an unspecified amount of water plant filter
backwash water. Sanitary wastewater will be treated in an activated sludae system
prior to being discharged to the process wastewater treatment system via internal
outfall 01A. Process wastewater treatment consists of flotation, sedimentation,
aerated lagoons, and stabilization ponds. Effluent limitations for chloroform are
water quality standards based on human health criteria, whereas BOD5 and TSS are NSPS
based on the effluent guidelines. The permit is a controlled-release type and
extensive dissolved oxygen modelling of the Pee Dee River has resulted in restrictions
of BOD loading based on river flow during Phase I. These restrictions range from 0
lb/d BOD at 1235 cfs to 6050 lb/d at 1410 cfs. After initiation of the discharge,
Quarterly 7-dav chronic renewal toxicity tests. are to be conducted with a control and
at the instream waste concentration (1.85%), using Ceriodaphnia. Should any toxicity
test indicate a significant difference, at the 95% confidence interval, in
reproduction or survival between the control and the IWC, a Toxicity Reduction Plan
must be submitted within 60 days of notification. Pre- and post-discharge fish and
macroinvertebrate assessments are to be conducted at up and downstream locations in an
effort to identify and quantify the species living in the Pee Dee River. Fish tissue
analyses, for 2,3,7,8-TCDD and 2,3,7,8-TCDF, must be performed upstream and
downstream, prior to initiation of the discharge and during the fifth year of the
permit, to determine if bioaccumulation is occurring. A sampling strategy for the
analysis of the sludge for 2,3,7,8-TCDD and 2,3,7,8-TCDF must be submitted with the
treatment plant construction permit application. A BMP Plan must be submitted within
six months and implemented no later than one after permit issuance.
Effective Date: June 1, 1988
Expiration Date: May 31, 1993
Abstract Date:
Final Permit
December 30, 1988
EFFLUENT LIMITS (FINAL)
SC0042188: Williamette Industries, Inc. (Page 1 of 2)
Pollutants
Outfall
Avg./Max. Limits and Units
Monitoring
FlW
001
monitor only
l/d continuous
Riverflow
Anmonia
1/m 24-hr corrp
2.3.7.8-TCDD Toxicity Equivalent
2/v 5-dav corip
Fecal Coliforms
1/m grab
Color (Effluent)
1AL
Rlver Color (Upstream)
Color (Increase above background)
<40 color units after mixing
l/d calculate
Dissolved Oxygen
1.0 ma/l minimum
l/d grab.,
EH.
5.5 - 9,0
l/d continue^
PflftSE I
BOPS
2740/5080 ka/d (6050/11.200 lb/d)
-2SS-
Chloroform
4400/8350
1.7/3.4
(9700/18.400
(30/60 uo/1)
_L
l/d 24-hr cg^
1/m grab "
PHASE IT
BCP5.
-TSS
3515/6470 kg/d (7750/14.250 lb/d)
5440/13.320
(12.000/22.750 " )
l/d 24-hr cgipp
Chlomfnnn
1.74/3.48
(22/44 uq/1).
1/m grab
-------
SC0042188: Williamette Industries. Inc.. is in the process of constructing a pulp and
paper mill (SIC 2621) near Bennettsville. The facility is in the Pulp. Paper* ao£
Paoerboard Category (40 CFR 430, Subparts G and I) and the Builder's Paper §E& B2fi£&
Mills Category (40 CFR 431). The proposed mill will be fully integrated (i.e. a
bleached kraft pulp mill and a fine paper machine will be on-site) and will produce
rolls of bleached fine paper to be shipped off-site and converted into business forms,
computer bond, copy paper, and other products. Production in the initial start-up
phase, known as Phase I, will be 625 tons/d, and Phase II (scheduled for 1997) will be
1125 tons/d. Outfall 001 will discharge 15 MGD in Phase I, and 21 MGD in Phase II, of
process and sanitary wastewater, cooling water, and stormwater runoff to the Pee Dee
River. Outfall 002 will discharge an unspecified amount of water plant filter
backwash water. Sanitary wastewater will be treated in an activated sludge system
prior to being discharged to the process wastewater treatment system via internal
outfall 01A. Process wastewater treatment consists of flotation, sedimentation,
aerated lagoons, and stabilization ponds. Effluent limitations for chloroform are
water quality standards based on human health criteria, whereas B0D5 and TSS are NSPS
based on the effluent guidelines. The permit is a controlled-release type and
extensive dissolved oxygen modelling of the Pee Dee River has resulted in restrictions
of BOD loading based on river flow during Phase I. These restrictions range from 0
lb/d BOD at 1235 cfs to 6050 lb/d at 1410 cfs. After initiation of the discharge,
quarterly 7-day chronic renewal toxicity tests are to be conducted with a control and
at the instream waste concentration (1.85%), using Ceriodaphnia. Should any toxicity
test indicate a significant difference, at the 95% confidence interval, in
reproduction or survival between the control and the IWC, a Toxicity Reduction Plan
must be submitted within 60 days of notification. Pre- and post-discharge fish and
macroinvertebrate assessments are to be conducted at up and downstream locations in an
effort to identify and quantify the species living in the Pee Dee River. Fish tissue
analyses, for 2,3,7,8-TCDD and 2,3,7,8-TCDF, must be performed upstream and
downstream, prior to initiation of the discharge and during the fifth year of the
permit, to determine if bioaccumulation is occurring. A sampling strategy for the
analysis of the sludge for 2,3,7,8-TCDD and 2,3,7,8-TCDF must be submitted with the
treatment plant construction permit application. A BMP Plan must be submitted within
six months and implemented no later than one after permit issuance.
Effective Date: June 1, 1988 Final Permit
Expiration Date: May 31, 1993 Abstract Date: December 30, 1988
EFFLUENT LIMITS (FINAL)
SC0042188: Williamette Industries, Inc. (Page 2 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
Flow
01A
monitor onlv
M continuous
BODS
II
/w arab
TSS
n
n n
Fecal Coliform
1000/2000 #/100 ml
A,
Flow
002
monitor onlv
/m estimate
TSS
It
" arab
PH
It
" grab
-------
SD0000299: The V$Q$ EPOS (Earth Resources Observation System) Data Center, located
near Garretson, is a data handling center with photo-processing capabilities (SIC
7395). This facility is in the Photographic Category (40 CFR 459, Subpart A) and
generates sanitary wastes (7500 gpd), photo wash water (20,000 gpd), and photo waste
treatment (500 gpd). Wastewater treatment consists of an aeration lagoon. three
settling ponds. Chlorination and a holding lake. The discharge from the holding lake
into West Pipestone Creek via Outfall 001 is rainfall-dependent and usually occurs in
April. The permittee must first receive permission from the State before releasing
the discharge. Effluent limitations are based on BPJ and water quality standards.
except for pH, which is a BPT limit. Beginning 1/1/89, acute static renewal toxic i<-y
tests, using Ceriodaphnia (48-hr) and larval fathead minnows, must be conducted prior
to every discharge. The effluent will be considered acutely toxic if mortality is 20%
or greater. Should the first four toxicity tests indicate no acute toxicity, the
permittee may request a reduction to only one test species. If the effluent proves to
be toxic, a Toxicity Reduction Evaluation may be required.
Effective Date: October 1, 1988
Expiration Date: September 30, 1993
Abstract Date:
Final Permit
March 3, 1989
EFFLUENT LIMITS (FINAL)
C00000299: USGS EROS Data Center
EMU Wt XI ia
Flow
001
1.728 MCD (maximum)
l/d continuous
pH
6.0 - 9.0
1/w arab
Dissolved Aluminum
1.0 ma/1 (instant, max)
i» n
Total Aluminum
monitor onlv
n n
Total Cvanide
0.1 ma/1 (instant, max)
n n
Dissolved Silver
0.01 " ( " )
n n
Total Silver
monitor onlv
it n
TSS
30 ma/1 (dailv max)
" como
COD
60 ( " )
H ||
BCD 5
20 ( - )
tt n
Fecal Coliform (5/1 - 9/30)
1000 #/100 ml (instant, max)
" arab
Total Zinc
1.0 ma/1 ( " - )
«• II
Tenperature
monitor onlv
" instant- _
Ammonia
" 1/dischara* arah
Nitrate
n
" it
Total Chromium
n
" n
Boron
tv
" tt
Iron
ft
" tt
Bromide & Iodine
n
» n
Total Dissolved Solids
ft
n n
Total Residual Chlorine
n
l/w arab
•
-------
TN0000264: Consolidated Aluminum Qprporation, located in Jackson, Tennessee, is
engaged in the melting, casting, rolling, and coating of aluminum (SIC 3353), and is
in the Aluminum Forming Category (40 Cm 467, Subpart A). The facility has a
production rate of 3.4 million pounds per day and discharges 3.6 irvgd from a single
outfall (001) to an unnamed tributary of Anderson Creek. Outfall 001 consists of
process wastewater, nancontact cooling water and surface water runoff which is treated
by oil/water separation. Effluent limits for chromium, cyanide, and zinc are based on
water quality standards and limitations on aluminum, oil and grease, and TSS are based
on previous permit limits. All limits in the permit are more stringent than BAT/BPT
effluent guidelines, following antibacks 1 idirei provisions. A BMP Plan and
biomonitoring requirements are not included in the permit.
Effective Date: September 5, 1984 Fined Permit
Expiration Date: September 5, 1989 Abstract Date: February 13, 1985
EFFLUENT LIMITS (FINAL)
TN0000264: Consolidated Aluminum Corporation
Pollutants Outfall Avq./Max. Limits and Units Monitoring
t :
Flow
t 001
:report
1/d* instant
Chromium
:
:0.05/0.10 ma/1
1/m ccmp
Cyanide
:
:0.0035/0.052 "
2/v
Zinc
•
•
»0.05/0.18
1/m
Aluminum
•
•
t1.0/1.5
1/w
Oil and Grease
:
s10/15
1/w** arab
TSS
:
:30/40
2/m camp
PH
•
•
:6.5 - 8.5
1/d* grab
i :
1 X
t :
t :
t :
t J
: :
t t
: :
s t
i t
: :
( :
t :
~Operating days only.
**Monitor once per wade when oil detection device is operable; each operating
day when not operable.
-------
TN0000442: Alpha Resins Corporation, in Collierville, Cannes see (southwest part of
state, near Memphis) manufactures polyester resins through an electroficaticn process
(SIC 2821), which places the facility in the Organic Chemicals and Plastics and
Synthetics Category (40 CFR 414). The facility discharges (0.3 mgd) wastewater into
an unnamed dry ditch 2.2 miles from the Wolf River where low flow (3Q20) is 97 mgd.
Outfall 001 consists of cooling water, condensate, tank and floor wash, and plant site
surface runoff which are treated by 8**^ mentation, aeration, and discharged to surface
water. Sludge is treated on drying beds and by land application. Treatment for
sanitary runoff at Outfall 003 is unknown. Limits at Outfall 001 are based on
proposed effluent guidelines which reflect BCT far BOD, TSS, and pH and, and BAT for
ten toxic pollutants (40 CFR 414.2, Subpart B). Effluent limitations at Outfall 003
reflect standard sanitary limits. A BMP plan and bicmonitaring requirements are not
included in the permit.
Effective Date: September 4, 1984 Final Permit
Expiration Date: September 4, 1989 Abstract Date: January 22, 1985
EFFLUENT LIMITS (FINAL)
TN0000442: Alpha Resins Corporations
Pollutants Outfall Avar./Max. Limits and Units Monitoring
:
Flow
: 001
report
: continuous
BOD-5 :
22/49
mg/1
:l/w
cano
TSS :
36/117
M
t *'
t«
Phenol
:
—/0.05
M
:l/m
tt
Bis-2 ethylhexyl Phthalate
0.05/0.10
II
9 "
N
Acrolien
:
—/0.05
It
9 "
N
Ethylbenzene
:
—/0.05
tl
9 "
«*
Vinyl Chloride
:
—/0.05
II
• II
II
Cadmium
•
•
0.02/0.03
II
9 M
H
Chromium
:
0.06/0.11
II
9 H
H
Copper
:
0.06/0.12
II
2 II
II
Lead
:
0.02/0.04
II
f 11
II
Cyanide
:
0.02/0.05
tt
9 M
II
PH
:
6.0 - 9.0
:l/w
grab
Flow
: 003
report
:5/w
instant
BOD-5
t
20/30
mg/1
:2/m
grab
Ammonia, as N
t
5/10
II
9 M
tl
TSS
•
•
30/45
it
9 "
N
Settleable Solids
•
•
—/0.5
ml/1
:2/w
II
Dissolved Oxygen
:
3.0 min
• it
M
Chlorine, Total
:
—/2.0
mg/1
9 M
tt
Fecal Coliform
:
200/100
ml
:l/w
II
PH
•
•
o
•
CM
1
O
VO
:2/w
ft
:
:
-------
TN0001457: Union Carbide Corporation, Films - Packaging Division, in Loudon,
Tennessee, is in the Organic Chemicals and Plastics and Synthetics Category (40 CFR
414). The facility regenerates purified cellulose cotton linters into a tubular film
suitable for meat and food processing industries (SIC 3079) and (SIC 2821). The
facility discharges to the Watts Bar Embayment of the Tennessee River. Outfall 001
discharges 2.2 mgd process wastewater which is treated by flocculatian, coagulation,
and neutralization. Sludge treatment includes gravity thickening, vacuum filtration,
land application and landfill. At Outfall 001, 0.6 mgd is recycled to product
washing. Storaiwater is discharged to surface water at Outfalls 002 and 003 and the
rate of flow is variable depending on climatic conditions. Limits at Outfall 001
appear to be based on a BPJ determination for the facility. At Outfalls 002 and 003,
monitoring requirements must be met in order to create a sufficient database at which
time appropriate limits may be assigned. If limits are not set one year from the
effective date of the permit, monitoring requirements for parameters at Outfall 002
and 003 shall become void. A BMP plan and biomonitoring requirements are not included
in the permit since a bioassay performed by the Tennessee Department of Public Health
found no toxicity of the effluent.
Effective Date: September 4, 1984 Final Permit
Expiration Date: September 4, 1989 Abstract Date: February 4, 1985
EFFLUENT LIMITS (FINAL)
TN0001457: Union Carbide Corporation
Pollutants Outfall Avq./Max. Limits and Units Monitoring
• • •
• « •
Flow
: 001
: report
: continuous
BOD-5
•
•
: 1560/2340
lb/d
(85/128 to/1*)
:l/w oamp
TSS
:
:2080/3120
II
f113/170 "
- II II
Dissolved Oxyqen
:
:5.0 min
: " grab
Hydrogen Sulfide,
Unionized
:3.0/5.0
mg/1
:l/q ocmp
Sulfide
•
•
:5.0/15.0
II
9 It II
•
Phenol, Total
:
i— /1.0
it
:l/w
PH
:
:6.0 - 9.0
:l/d grab
Flew
••
©
o
to
%
003'.report
:l/m**
BOD-5
:
• "
«
j •• ** grab
OOD
•
•
: "
. » ** "
Oil and Grease
:
j "
. " ** »
PH
:
i "
j » ** »
:
:
:
:
:
:
»
:
:
t
•
•
:
t
•
•
~Equivalent concentrations based on flow of 2.2 mgd, but not included in permit.
»*When discharge occurs
-------
TN0001465: E.I. DuPont de Nemours aild. Company. Inc.. of New Johnsonville, is in the
Inorganic Chemicals Category (40 CFR 415, Subpart V) and manufactures 1,344,000
lbs/day of titanium dioxide pigments from ilmenite ores using the chlorine process
(SIC 2816). Outfall 001 comprises the total discharge to the Tennessee River and
consists of 12.06 mgd process wastewater, 30.20 mgd cooling water, 0.34 mgd stormwater
runoff, and 0.05 mgd sanitary wastewater. The sanitary wastewater (Outfall 002) is
monitored after treatment, which consists of activated sludae. clarification, and
chlorination. The major portion of acidic process wastewater is segregated and
disposed of via subsurface injection. The remainder of the process wastewater is
treated by flrewlatlWr mining, gettlinqr chemical Precipitation, and neutral i jnrj
A representative sample of the total discharge is obtained by continuous proportion] -
to-flow sampling of the three streams and combining them in an in-line static mixer.
The limitations at Outfall 001 are based on effluent guidelines and are regulated on a
net basis. TSS and pH are based on the current permit, which is more stringent than
BCT for TSS. Chromium and nickel are based on BAT guidelines. Effluent limitations
for Outfall 002 are based on the current permit and reflect standard secondary limits.
A 7-dav chronic toxicity test, using Cenodapfrue and larval fathead minnows, is
required within 180 days of the effective date of the permit to determine the effect
of the effluent on survival, reproduction, and/or growth. Once every two months for a
period of one year and semi-annually thereafter, 48-hr static acute toxicity testes are
required, using Daphnia magna and fathead minnows. The effluent will be considered
toxic if survival is less than 50% in 100% effluent.
Effective Date: August 31, 1988 Final Permit
Expiration Date: August 30, 1993 Abstract Date: January 23, 1989
EFFLUENT LIMITS (FINAL)
TN0001465: E.I. DuPont de Nemours and Co., Inc.
Pollutants ftltfall Aygt/Max. Limits and Units Monitoring
Flow
001
:monitor onlv
:continuous
TSS (Net)
:4300/15.680 lb/d
:l/d como
Total Chromium (Net)
:67/152
:l/w
Total Nickel (Net)
:44/91
. n n
oH
:6.0 - 9.0
:continuous
Flow
002
:monitor onlv
• n
BOD5
:21/32 lb/d /30/45 ma/1)
:l/w grab
Fecal Coliform
:—/200 #/100 ml
• n ti
Dissolved Oxvaen
-.1.0 ma/1 minimum
. n n
Total Residual Chlorine
:-/2.0 ma/1
, It vv
*
-------
TN0001473: Murray Ohio Manufacturing Co. of Lawrenceburg, Tennessee, is in the Metal
Finishing Category (40 CFR 433) producing bicycles, mqpeds, parkcycles, lawnmowers,
and garden tillers (SIC 3751, 3524). Process wastewater is discharged to Shoal Creek
from Outfall 001 at an average rate of 1.405 mgd and a maximum rate of 1.7 mgd.
Treatment is by pH adjustment, chromium recovery, ion exchange, reduction,
precipitation & settling, and alkaline chlorination. Nanocsitact cooling water is
discharged at Outfall 002 to Shoal Creek via a drainage ditch at average and maximum
rates of 0.5 mgd and 0.65 mgd. Outfall 002 enters the creek without treatment. The
permit limitations are based en EPT/BAT guidelines as found in 40 CFR 433.13 and
433.14, except for temperature at 002 which is a previous permit limit based on water
quality criteria. Both mass and concentration limits are imposed for cadmium,
chromium, copper, lead, nickel, silver, zinc and cyanide. TTO monitoring may be
deleted if the certification procedure in 40 CFR 433.12 is followed and the
certification is approved. The permit was modified on 11/29/85 to reduce the cyanide
monitoring frequency from 2/w to 1/y; TRC limits were removed as cyanide destruction
treatment was no longer necessary. Static bioassays consisting of four grab samples
in 24 hours are required for the determination of 50% lethality to test organisms
(fathead minnows and Daphnia sp. or Ceriodaphnia sp.) in 100% effluent at 001, as
outlined in Attachment A of the permit. Tests shall be conducted monthly for one
year, and once every six months thereafter if lethality is <10%. For lethality >10%,
toxicity evaluation and explanation reports are required. A EMP plan is not included.
Effective Date; September 28, 1984 Final Permit
Expiration Dates September 27, 1989 Abstract Dates May 12, 1986
EFFLUENT LIMITS (FINAL)
1N0001473: Murray Ohio Manufacturing Co.
Pollutants Outfall Aver./Max. Limits and Units
Monitoring
:
Flew
scontinuous
TSS
:
s31/60
mq/1
s2/w
grab
Oil and Grease
:
:26/52
II
s "
ii
Cadmium, (Total)
:
sO.11/0.23
lb/d
0.26/0.69 mg/1
:2/m
camp.
Chromium, "
t
s5.60/11.50
II
1.71/2.77 "
s2/w
ii
Copper, "
:
:2.57/3.26
II
2.07/3.38 "
s "
ll
Lead, "
t
:0.34/18.30
u
0.43/0.69 "
:2/m
ii
Nickel, "
•
•
:4.40/13.5
n
2.38/3.98 "
:2/w
it
Silver, "
•
•
:0.20/0.41
II
0.24/0.43 "
:2/m
ll
Zinc, "
s
s4.90/20.05
ll
1.48/2.61 "
:2/w
ll
Cyanide, "
t
:0.35/0.77
ii
0.65/1.20 "
:l/y
grab
Iron,
:
:80/160
n
:2/w
ccmp
TTO*
:
t—/2.13
mg/1
: "
grab
PH
:
:6.0-9.0
• »
•
ll
Temperature
t 002
:—/30.5 C**
il/m
grab
~A toxic organic management plan has been followed and approved. EMR's are
certified.
Facility must still comply with TTO limit.
~*Not greater than 3 C above ambient.
-------
TN0001619: Rhone - Poulenc. Inc. manufactures defoliants, herbicides, insecticides,
and nematocides (SIC 2879) at their plant in Mt. Pleasant. This facility is in the
Pesticide Chemicals Category (40 CFR 455). Oitfall 001 discharges 24,067 gpd of
neutralized water softener wastewater, cooling tower wastewater, and boiler blowdown,
and Outfall 002 discharges 5098 gpd of untreated contaminated stream condensate and
stormwater runoff. Both outfalls empty into Sugar Creek. Effluent limitations are the
same as those in the previous permit, which were derived using standards of
performance and available treatability information. Once every two months for a
period of one year, and semi-annually thereafter, 7-dav chronic toxicity tests, using
Ceriodaphnia and larval fathead minnows, are required at Outfall 002. The effluent
will be considered chronically toxic if? (1) there is a 20% difference in survival
between the control and 100% effluent; or (2) there is a significant difference, at
the 95% confidence interval, in either growth in fathead minnows or reproduction in
Ceriodaphnia. between the control and 100% effluent. Should a test indicate toxicity,
a confirmatory test must be performed within two weeks. Toxicity in this test will be
a violation of the permit. The permit contains a reopener clause pertaining to a
change in discharge conditions and unaddressed pollutants.
Effective Date: September 30, 1987 Final Permit
Expiration Date: September 29, 1992 Abstract Date: January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0001619: Rhone - Poulenc, Inc.
pollutants Qitfall Avg./Max. Limits and Units Monitoring
Flow
001
monitor onlv
1/w instant.
TSS
15/20 ma/1
1/m arab
Total Dissolved Solids
500/2000 "
n n
oH
6.0 - 9.0
l/w
Flow
002
monitor onlv
1/w instant.
DH
6.0 - 9.0
" grab
-------
TO0001759: ASARCO Incorporated, located In Mascot, Tennessee, is in the Zinc Ore
Mining-Category (40 GER 440). Die facility is engaged in underground mining and
primary crushing of a sphalerite ore (SIC 1031) resulting in a mine dewatering
discharge to the Hols ton River at Mile 18.5. The permit regulates one outfall - 001.
Approximately 1.45 mgd of discharge water undergoes treatment through a discharge
settling pond prior to being discharged through Outfall 001. Bie permit requires
monitoring of flow and regulates TSS, Copper, Zinc, Lead, Mercury, Cadmium and pH.
The basis for the permit limitations are the BPT (=BCT) and BAT guidelines for the
Zinc Subcategory (Subpart_J). The limitations for TSS and pH are based on BPT which
equals the previous permit levels and copper and mercury limitations are based on BAT
Lead and cadmium BAT limits were calculated using treatability information found in
EPA's Development Document for Effluent, limitations Guidelines and Standards for the
Ore Mining and Dressing Point Source Category with zero background concentrations
because the receiving stream already exceeds the water quality criteria for these two
metals, making BAT levels inappropriate. The average BAT limit for zinc exceeds
instream water quality criteria so an effluent criteria that would not damage average
water quality criteria was calculated. Biomonitearing nor BMP's are required, but
there is a standard reopener clause.
Effective Dates July 2, 1984 Final Permit
Expiration Date: July 2, 1989 Abstract Dates May 30, 1986
EFFLUENT LIMITS (FINAL)
TN0001759: ASARCO Incorporated
Flow
001
report
1/m instant.
TSS
20 mg/1 30 mg/1*
" grab
Copper
0.15 " 0.30 " *
1/v "
Zinc
0.57 " 1.5 " *
1/m "
Lead
0.04 " 0.14 " *
1/v "
Mercury
0.001 " 0.002 " *
II it
Cadmium
0.005 " 0.01 " *
it it
PH
6.0-9.0 (standard units)
1/m "
s :
-------
TN0001899: The Ball Zing Products Division of the gall Corporation* in Greenville, is
engaged in the melting and casting of alloyed zinc strips, the rolling, drawing, and
extruding of nonferrous metals, and electroplating of zinc coinage blanks (SIC 3341,
3356, 3444, 3471). This facility is in the Metals Finishing Category (40 CFR 433).
Three outfalls dicharge non-contact cooling water and stormwater runoff (2.0 mgd;
001), sanitary wastewater (0.015 mgd; 002), and battery can wash and rinse,
electroplating rinse, and miscellaneous wastewater (0.37 mgd; 003) to Sinking Creek.
Wastewater treatment consists of cooling and aeration for Outfall 001, secondary
extend aeration with chlorination for CXitfall 002, and neutralization, coagulating,
flPCCUlationr Clarification and chlorination for Outfall 003. Effluent limitations
for Oitfall 001 are retained from the previous permit, as are those for Outfalls 002
and 003, which are based on water quality criteria. Seven-dav chronic toxicity tests.
using Ceriodaphnia and larval fathead minnows, are required for Outfalls 001 and 003.
These tests are to be conducted quarterly (001) and monthly (003) for a period of one
year and, thereafter, on a semi-annual basis. The discharges will be considered toxic
if 50% lethality occurs within 96 hours in 100% effluent or if the NOEC is less than
100% for Outfall 001 or 28% for Outfall 003. Should any of these tests indicate
toxicity, a confirmatory test must be conducted within two weeks. Toxicity in the
confirmatory test will result in a violation of the permit. The permit contains a
reopener clause pertaining to a change in discharge conditions and previously
unaddressed pollutants.
Effective Date: August 31, 1988 Final Permit
Expiration Date: August 30, 1993 Abstract Date: January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0001899: Ball Corp., Ball Zinc Products Division
Pollutants Outfall ftvgt/Ptey, Limit? an<3 Unit? Monitoring
Flow
: 001
monitor onlv
1/d instant.
Temperature (receiving stream)
< 3 C increase: 30.5 C max.
" arab
pH
6.0 - 9.0
fi n
Flow
002
monitor onlv
5/w instant.
BOD5
3.7/5.6 lb/d (30/45 ma/1)
2/m arab
Ammonia
0.6/1.3 " (5/10 " )
n n
TSS
3.7/5.6 ¦ (30/45 " )
n ti
Total Residual Chlorine
-/- (—/1.4 " )
5/w n
Fecal Coliform
200/1000 #/100 ml
2/m
Dissolved Oxvoen
2.0 ma/1 minimum
5/w "
Settleable Solids
—/0.5 ml/1
2/w
P»
6.0 - 9.0
n n
Flow
003
monitor onlv
continuous
BOD5
92.6/138.9 lb/d (30/45 ma/1)
1/w arab
TSS
77.2/123.4 " (25/40 " )
n comp
Oil and Grease
30.9/61.8 ¦ (10/20 " )
3/w arab
Surfactants
15.4/23.1 " (5/7.5 " )
" carp
PH
6.0 - 9.0
" arab
Total Residual Chlorine
—/0.5 ma/1
1/w "
Cadmium (Total)
0.077/0.154 lb/d (0.025/0.05 ma/1)
" coup
Chromium "
0.62/1.24 " (0.20/0.40 " )
If II
Copper "
1.23/1.85 " (0.40/0.60 " )
n n
Lead "
0.02/0.46 " (0.006/0.15 " )
l/m "
Nickel "
1.42/2.47 " (0.46/0.8 " )
1/w "
Silver "
0.003/0.12 " (0.00012/0.039 " )
l/m "
Zinc "
0.52/1.30 " (0.17/0.42 " )
1/w "
Cvanide "
0.78/1.44 " (0.65/1.20 " )
arab
Total Toxic Organics
—/2.13 ma/1
l/m
-------
TO0002330: Holliston Mills, Inc., of Kingsport, Tennessee, is a mill
where cotton cloth is bleached, dyed, filled, and coated for took binding and other us
(SIC 2261) at a rate of 55,000 pounds per day of product. These activities place the
facility in the Textile Mills Category (40 CFR 410). Discharges to the Holston River
are through two outfalls. Outfall 001 is process wastewater from the dyeing and
finishing process, water treatment and steam generation wastewater, and sanitary
wastewater (231,000 gpd). Wastewaters from this outfall are treated with biologically
activated sludge prior to discharge. Outfall 002 is nancantact cooling water (55,000
gpd), and is discharged without treatment. Permit limitations are based an BPT(=BAT)
effluent guidelines for Subpart D, the Woven Fabric Finishing Subcategory, using the
production rate mentioned above. The facility is required to notify the Tennessee
Water Quality Gcrrtrol Board if any activity occurs resulting in a toxic pollutant
discharge not presently limited in the permit if it exceeds a specified "notification
level." Previous bioassay test results showed zero toxicity using 6% effluent and 94%
dilution water; therefore biamanitaring is no longer required.
Effective Dates February 1, 1984 Final Permit
Expiration Date: January 31, 1989 Abstract Date: February 5, 1986
EFFLUENT LIMITS (FINAL)
1N0002330: Holliston Mills, Inc.
Pollutants Outfall Avq./Maxr T.^ta and Units Monitoring
: : :
Flow
: 001
:report
: continuous
BOD-5
:
<181/363 lb/d
(94/188
mg/lM
:3/w oomp
TSS
:
:490/980
(254/509
» *)
« tl it
COD
:
*1650/3300
(865/1713
»
2 » M
Fecal coliform
:
t200/— per 100 ml**
:l/w grab
Chromium, Total****
t
:2.75/5.5 lb/d
(1.4/2.9
:l/m ocmp
Phenols****
i
:2.75/5.5
(1.4/5.7
•• *)
j II M
Sulfide
:
:5.5/ll
(2.9/5.7
» *)
, It »
PH
:
:6.0 - 9.0
:3/w grab
: : :
Flow
: 002
:report
tinstantaneous
Temperature
:
:—/30.5 C*^
:l/w grab
T*
:
:6.0 - 9.0
j M »
: : :
: : :
: t i
t : t
~Equivalent concentrations based on 0.23 mod but not included in permit.
~~Minimum, arithmetic average, and naxiirum values are to be reported.
~~~Discharge shall not raise the temperature of the receiving water more than 3 C.
~~~~Permit was modified March 1, 1986 and these parameters were deleted.
-------
TN0002461: Olin Corporation of Charleston, Tennessee, is in the Inorganic Chemicals
Manufacturing Category (40 CFR 415, Subpart F, Chlor-Alkali Subcategory). The plant
manufactures sodium hydroxide (caustic soda), chlorine, dry caustic soda, sodium
hydrosulfite, and calcium hypochlorite (SIC 2812, 2819), using mercury electrolytic
cell, chemical reaction, and evaporation processes. Discharges to the Hi was see River
are through Outfall 001 consisting of process and sanitary wastewaters, stormwater
runoff, landfill runoff, and car wash wastewater (0.641 mgd, avg.); Outfall 01A
consisting of outflow from an activated sludge treatment plant for sanitary
wastewaters which is discharged through 001; and Outfalls 002, 003, and 004 which are
nancontact cooling water and stormwater runoff (1.91, 2.30, and 1.48 mgd avg. flows,
respectively). Waste streams to 001 undergo chemical precipitation, filtration,
dechlorination, sedimentation, reduction, and activated sludge (as mentioned above)
before entering the river. Outfalls 002, 003, and 004 are discharged untreated with
the exception of stormwater runoff at 004 which receives carbon adsorption. 1he bases
for the permit limitations are as follows: (1) 01A—previous permit; (2) 001—anti-
backs lldinq rule found In 40 CFR 122.44,(L),(2),(i) used to relax previous permit TSS
lliiiits to achievable levels; previous permit for mercury, ICS based on the state's
water quality limits, pH, fecal coliform, and zinc; EPJ of BAT for nickel; awl BAT
guidelines (40 CFR 415.63(a)) for TOC using a production rate of 1400000 ppd of
chlorine and sodium hydroxide; (3)002, 003, 004—previous permit. Annual bioassay
tests (24-hour static method) conducted at 001 from 1982-84 using fathead minnows in a
58% effluent/48% river water mixture did not exceed a previous LC50 limit.
Biomomitoring is therefore no longer required. A BMP plan is not included in this
permit.
Effective Date: March 29, 1985 Final Permit
Expiration Date: March 28, 1990 Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
IN0002461: Olin Corporation
Pollutants Outfall Avg./Max. Limits and Units Monitoring
Flew
: 001
report*
:continuous
TSS :
50/80
mq/1
:l/d
camp
Total Dissolved Solids :
340000/510000 Ib/d
• "
ii
Mercury, Total :
0.1/0.25
lb/d** 0/05/0.05mrra/l
• H
ll
Nickel, " :
—/5.3
it
:2/m
H
Zinc, " :
—/3.0
ti
I 11
ll
Tt>tal Chlorine Residual :
0.5/0.8
mcr/1
:l/d
qrab
Chlorides :
monitor
9 11
camp
Fecal Coliform :
200 per 100 ml after disinfection
:2/m
qrab
PH :
6.0-9.0
:continuous
Flow
: 01A
report
:l/d instant.
BOD-5 :
30/45
mq/1
:2/m
qrab
TSS :
•
i»
Settleable Solids :
monitor
:l/d
ll
Dissolved Oxygen :
ll
• "
M
Flew
:002, 003
II
:continuous
Total Chlorine Residual
: 004
0.5/0.8
mq/1
:l/w
grab
Mercury, Total :
0.1/0.25
lb/d** 0.05/0.05 nq/1
:l/d
ocnp
Zinc, " :
—/3.0
ll
:2/m
ll
Temperature :
—30.5 C***
:l/d
qrab
PH :
6.0-9.0
:l/d
qrab
:
:
~The ratio of the stream flow to discharge flow must be 100:1 at TPS concentrations
of <20000; at least 150:1 at TPS concentrations >20000 ma/1 and <30000 mq/1; and '
at least 200:1 at concentrations >30000 mq/1.
~^Mercury frT" 00* all other outfalls in combination. ~
J:.) greater than a S C change in ambient. ~
-------
TO0002640: Tennessee Eastman Company, a division of Eastman Kodak located in
Kingsport, manufactures industrial organic chemicals, organic intermediates and dyes,
cellulosic man-made fibers, and plastic materials (SIC 2869, 2865, 2823, 2821). This
facility is in the Organic Chemicals. Plastics. an£ Synthetic EibSIS. Category
(40 CFR 414). The following is a description of the five outfalls: 001 - 387 mgd of
uncontaminated cooling water, stormwater runoff, and miscellaneous low level
contaminants; 002 - 19.7 mgd of process wastewater; 004 - 14.7 mgd of uncontaminated
cooling water, cooling tower blowdown, ash settling pond effluent, and stormwater
runoff; 005 - 2.2 mgd of uncontaminated cooling water and stormwater runoff; 006 -
10.6 mgd uncontaminated cooling water, ash settling pond effluent, and stormwater
runoff. Outfalls 001, 002, 005, and 006 empty into the South Fork Hoiston River.
whereas Outfall 004 discharges into the Bio Sluice at the South Pork Holston River.
Oily the process wastewater (Outfall 002) receives treatment consisting of
neutralization sedimentation^ activated sludge system, chemical conditioning and belk
filtration with thermal treatment of excess sludge. Effluent limitations are absed on
the previous permit. A chronic toxicity screening proposal must be submitted by
12/1/87 and the chronic toxicity summary report by 12/1/88, which must include the
screening results, identify discharges, if any, that exhibit chronic toxicity, and a
proposal for toxicity elimination, implementation schedules, and continued
biomonitoring projects. The permit contains a reopener clause addressing changes in
discharge conditions and pollutants.
Effective Date: September 30, 1987
Expiration Date: September 29, 1992
Abstract Date:
Final Permit
January 25, 1989
EFFLUENT LIMITS (FINAL)
TN0002640: Tennessee Eastman Company
Pollutants
Outfall
Awt/Max. Limits and Units
Monitoring
Flow
Temperature
ooi.oo4.QQ5.oo6 monitor only
29.4/30.5 C
(85/86.9 F)
continuous
Specific Conductance
monitor only
lZd siab
n N
SfiL
S.Q ~ 9.Q
Flow
B0D5 (Mav 1 - Sept. 30)
jm.
monitor only
(Oct. 1 - Apr. 30)
1814/3856
2721/5897
kg/d
continuous
1/d comp
!££_
6712/19f682
Total Dissolved Solids
294.840/544.000
Total Nitrogen
3175/68Q4
Total Phosphorus
544/1225
iZilL
Total Zinc
57/113
Phenols
23/29
grab
Total Iron
136/454
sap
Total Manganese
45/91
Settleable Solids
—/Q.5 mlZL
IZd 9iflb-
Total Chromium
Q.P5/Q.1 mgZi.
1/m csoB.
Total Copper
0.05/0.1
Taiperatura.
Dissolved Oxygen
monitor only
5.0 ma/1minimum
1/d grab
BEL
6.Q ~ 9.Q
continuous
~Limitations apply to net additions to treated intake water, except for TSSi Dissolved
Oxvaen, and pH. which are gross limits. ___
-------
TN0003425: Stauffer Chemical Company manufactures intermediate organic chemicals
(SIC 2869) at their Mt. Pleasant Organic Plant, which is in the Organic Chemicals.
Plastics, and Synthetic Fibers Category (40 CFR 414). Boiler blowdown, cooling tower
blowdown, stormwater runoff, cooling water, and boiler condensate is discharged
untreated at a rate of 0.340 mgd to Eia Bigby Creek. Effluent limitations are based
on the previous permit and water quality criteria. Once every two months for a period
of one year, and semi-annually thereafter, 7-dav chronic toxicity tests, using
Ceriodaphnia and larval fathead minnows, are required on Outfall 001. The effluent
will be considered toxic if more than 50% lethality is exhibited within 96 hours or if
the NOEC is less than 14%. One confirmatory test is allowed to be performed, within
two weeks, before the permittee will be considered in violation of the permit. A
reopener clause is included, addressing changes in discharge conditions or pollutants
in the effluent.
Effective Date: September 30, 1987 Final Permit
Expiration Dates September 29, 1992 Abstract Dates January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0003425: Stauffer Chemical Company, Mt. Pleasant
Pollutants Outfall Avq./Hax. Limits and Units Monitoring
Flow
001
monitor onlv
1/w instant.
COD
It
" corro
TSS
~/40 ma/1
n n
PII
6.0 - 9.0
continuous
Total Zinc
0.25/0.5 ma/1
1/m como
-------
TN0027677: The ASARCO, Inc. - Young Mill plant, located in New Market, Tennessee, is
engaged in the mining and concentration of sphalerite are by means of two stage
crushing, grinding, heavy media separation, and flotation to produce zinc concentrate,
crushed rock, and agricultural limestone (SIC 1031, 1422). The facility is in the Ore
Mining and Dressing Category (40 CFR 440) and has a closed circuit water system.
Drainage from the agricultural lime plant, excess mill water, and starmwater runoff
are collected in a settling poind; discharges enter Beaver Creek through CXitfall 001
during periods when the closed water system is inoperable. Fran 1/1/81 to 5/14/84
there has been only one period of discharge (0.17 mgd), lasting for approximately one
week. The pH and oil and grease limitations are based on TN water quality criteria;
the other limitations, however, are based on EPT/BftT guidelines found in 40
CFR 440.102, 440.103, Subpart J, Copper, Lead, Zinc, Gold, Silver and Molybdenum Ores
Subcategory, for facilities using a froth flotation process alone or in conjunction
with other processes. The permit does not require the submittal of a BMP plan.
Effective Date: September 4, 1984 Final Permit
Expiration Date: September 4, 1989 Abstract Date: April 21, 1986
EFFLUENT LIMITS (FINAL)
TN0027677: ASARCO, Inc. - Young Mill
Pollutants Outfall Aver./Max. Limits and Units Monitoring
Flow : 001 ;report :l/d* instant
TSS : : 20/30 mg/1 t " » grab
Oil and Grease t >10/20 " : " * "
Copper : tO.15/0.30 " t " » "
Zinc : :0.75/1.5 w : " *
Lead t t0.3/0.6 H : " * "
Mercury t :0.001/0.002 " » " *
Cadmium : :0.05/0.10 " » " *
pH : 86.5 - 8.5 « " »
*When discharge is occurring.
-------
TN0027715: Ravovac Materials Division of Covington, is in the Ferr flocculation. and sedimentation. Effluent limitations are based on
water quality criteria. Seven-dav chronic toxicity tests, using Ceriodaphnia and
larval fathead minnows, are required on a monthly basis for the first year, and semi-
annually, thereafter. The effluent will be considered toxic if lethality exceeds 50%
in 96 hours or if the NOEC is less than 100%. Should the results of a test show
toxicity, the test must be repeated within two weeks. The permittee will be in
violation of the permit if the confirmatory test also shows toxicity. The permit
contains a 307(a) reopener clause and also requires the continued implementation of a
BMP Plan.
Effective Date: September 30, 1988 Final Permit
Expiration Date: September 29, 1993 Abstract Date: January 23, 1989
EFFLUENT LIMITS (FINAL)
TN0027715: Rayovac Materials Division
Pollutants Outfall ftyg./Max. Limits and Units Monitoring
ruiiutoiiw
wivi vti*w
Plow
001
reoort
1/w instant.
TSS
•H
\
0
1
" cornD
Total Manganese
—/10
n n
Total Zinc
0.022/0.029 "
n vi
Sulfate, as S04
250/500
it it
Oil and Grease
—/15
crab
Temperature
—/30.5 C*
n it
DH
6.0 - 9.0
n it
Ammonia
0.5/1.0 ma/1
it it
Total Nickel
0.039/0.1
it it
Total Lead
0.0004/0.01 "
it n
~Discharge must not cause temperature chance to exceed 3 C in unnamed tributary and
the temperature of the unnamed tributary shall not exceed 30.5 C.
-------
TN0029378: Stauffer Chemical Company manufactures intermediate organic chemicals
(SIC 2869) at their Mt. Pleasant Organic Plant (West), which is in the Organic
Chemicals. PlflStigSi aosl Synthetic Fibers Category (40 CFR 414). Stormwater runoff,
non-contact cooling water, and boiler blowdown is discharged at a rate of 0.353 mgd to
Big Bigby Creek. The wastewater is neutralized with acid in two holding ponds and
discharged intermittently depending on rainfall. Effluent limitations are based on
available treatability information and water quality criteria. Once every two months
for a period of one year, and semi-annually thereafter, 7-dav chronic toxicity tests,
using Ceriodaphnia and larval fathead minnows, are required on Outfall 001. The
effluent will be considered toxic if more than 50% lethality is exhibited within 96
hours or if the NOEJC is less than 14%. One confirmatory test is allowed to be
performed, within two weeks, before the permittee will be considered in violation of
the permit. A reopener clause is included, addressing changes in discharge conditions
or pollutants in the effluent.
Effective Date: September 30, 1987 Final Permit
Expiration Date: September 29, 1992 Abstract Date: January 24, 1989
EFFLUENT LIMITS (FINAL)
TN0029378: Stauffer Chemical Conpany, Mt. Pleasant - West
Pollutants OJtfall Avo./Max. Limits and Units MQnitPrinq
Flow
001
monitor onlv 1/
diseh instant.
TSS
40/40 ma/1
n grab
Nitrometacresol
3.0/3.0 ¦
n n
PH
6.0 - 9.0
n n
-------
TX0000086: The Texas Utilities Generating Company, in Dallas, is in the Steam
Electric Generating Category (40 CFR 423) and produces approximately 1900 megawatts of
electricity per day (SIC 4911). The facility has six outfalls, totalling 1789 mgd,
which empty into Monticello Reservoir. They are as follows: 001 consists of 1785 mgd
of once-through and auxiliary cooling water; 101 discharges low volume wastes,
including lignite storage area stormwater; 003 is ash transport water commingled with
metal cleaning wastes; 004 consists of flue gas desulfurization system discharge; 005
is the solid waste disposal area discharge; and 006 is treated sanitary sewage
effluent. Wastewater treatment consists of screening, chlorination. sedimentation.
recycling/reuse and sanitary wastes are treated by activated sludge. sedimentation,
and chlorination. The basis for the permit limits was not provided.
Effective Date: August 5, 1986 Final Permit
Expiration Date: September 30, 1989 Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
TX0000086: Texas Utilities Electric Company
Pollutants Outfall Avg./Max.*LiniitS and Units Monitoring
tAWliXl.Wi Ally
1
Flow
001
1785/1785 MGD
continuous
Temoerature
113/118 F
91
Total Residual Chlorine
—/743 lb/d (—/0.2 ma/1)
1/w arab
Free Available Chlorine
249/621 " (0.2/0.5 " )
91 It
Flow
101
monitor onlv
1/d estimate
TSS
30/100 ma/1
1/w arab
Oil and Grease
15/20
tt n
dH
6.0 - 9.0
n n
Flow
003
monitor onlv
l/d estimate
TSS
30/100 ma/1
1/w arab
Oil and Grease
15/20
•t ft
Iron (Total)
1.0/1.0 "
n n
Copper "
0.5/1.0 "
n n
Selenium
0.05/0.1 "
•V It
dH
6.0 - 9.0
n it
Flow
004.005
monitor onlv
l/d estimate
TSS
30/100 ma/1
1/w arab
Oil and Grease
15/20
n «i
Selenium
0.05/0.1 "
i/d
dH
6.0 - 9.0
1/w
Flow
006
monitor onlv
l/d estimate
BCD 5
20/45 ma/1
1/w arab
TSS
20/45
n it
dH
6.0 - 9.0
n n
~Daily averaoe/dailv maximum.
-------
TX0003531: The Lvondell Petrochemical Company, in Channelview, manufactures
industrial organic chemicals, synthetic rubber, synthetic resins, and industrial gases
(SIC 2869, 2822, 2821, 2813), which places it in the Organic Chemicals. Plastics. ao£
Synthetic Fiber Category (40 CFR 414). All process wastewater receives oil/water
separation equalization, neutralization, biological treatment by tricUing filter and
activated sludge, and clarification. Outfall 001 discharges 3.8 mgd of treated
process wastewater, cooling tower and utility waters, and contaminated stormwater
runoff to a water quality limited section of the San Jacinto River. The effluent from
the three biological treatment systems is monitored at internal outfall 101. Effluent
limitations are based on the Wasteload Allocation/Evaluation for the San Jacinto River
Basin and the BPJ determination that BCT = 95% removal of the raw BCD waste load.
Oiarterly 96-hr acute toxicity tests, using Daphnia magna are required on the effluent
from CXitfall 101.
Effective Date: September 8, 1987 Final Permit
Expiration Date: September 7, 1992 Abstract Date: June 7, 1989
EFFLUENT LIMITS (FINAL)
TX0003531: Lyondell Petrochemical Company
Pollutants Outfall Ava./Max.*LimitB and Units Monitoring
Flow
001
monitor only
continuous
BCD 5
1138/2556 lb/d (30/60 ma/1)
2/w 24-hr como
CCD
7375/13.014 " (170/300 " )
n n
TSS
1726/3896 " (45/85 " )
n it
Oil and Grease
434/651 " (10/15 " )
1/w arab
Zinc (Total)
26.0/43.3 " (0.6/1.0 " )
2/w 24-hr como
Chromium "
8.7/26.0 " (0.2/0.6 " )
II "
Ammonia
217/434 " (5/10 " )
n n
bH
6.0 - 9.0
continuous
FlOW
101
monitor onlv
Benzene
2.0/3.2 lh/d
1/w 24-hr como
Phenol
—/1.3 "
If W
Toluene
3.3/6.0
n "
NaDhthalene
0.9/2.8 "
n n
*Dailv averaoe/dailv maximum.
-------
TX0003573: The Central Power and Light Company. E.S. Joslin Power Plant (SIC 4911) in
Point Comfort is in the Steam Electric Power Generating Category (40 CFR 423) and
discharges 228 mgd to Cox Bay. Outfall 001 consists of once-through cooling water;
Outfall 101 discharges low volume wastewater, demineralizer regeneration wastes,
boiler blowdown, floor and area drains, stormwater runoff, metal cleaning wastes, and
chemical metal cleaning wastes; and Outfall 201 discharges treated sanitary sewage
effluent. Sanitary wastewater receives secondary treatment and metal cleaning wastes
are incinerated prior to off-site disposal. Effluent limitations for Outfall 001 are
based on BPT/BAT effluent guidelines and water Quality standards and limits for
Outfall 101 are based on BQT effluent guidelines.
Effective Date: August 6, 1986 Final Permit
Expiration Date: September 30, 1990 Abstract Date: June 9, 1989
EFFLUENT LIMITS (FINAL)
TX0003573: Central Power and Light Company
Pollutants Outfall ftVg,/fax.*LiroitS and Units Monitoring
Flow
001
231/231 MGD
continuous
Tenperature
106/112 F
«l
Total Residual Chlorine
—/32 lb/d (—/0.2 ma/1)
1/w arab
dH
6.0 - 9.0
VI II
Flow
101
monitor onlv
1/d estimate
TSS
30/100 ma/1
1/w arab
Oil and Grease
15/20
«• II
Iron (Total)
1.0/1.0 "
It M
Coooer "
0.5/1.0 "
It It
dH
6.0 - 9.0
n n
Flow
201
monitor onlv
" estimate
BCD5
20/45 ma/1
" arab
TSS
20/45
it n
dH
6.0 - 9.0
VI tl
*Paily average/daily maximum.
-------
TX0003654: Polysar Gulf Coast, Inc., of Orange, Texas, is in the Rubber Manufacturing
Category (40 CER 428). The facility manufactures three synthetic rubbers by solution
polymerization (SIC 2822): Cis polybutadiene (CB), polyiscprene (SN), and ethylene
propylene diamine monomer (EPDM). production is reported as approximately 1.3 million
pounds of solution rubber per day. Two plant discharges enter Cow Bayou and thence to
the Sabine River; at Outfall 001 — process wastewater and stormwater runoff, and at
Outfall 002 — emergency overflow from a lagoon to divert excessive stormwater.
Process wastewaters are collected and routed through skimming and settling
basin/lagoon systems. The final 30-acre treatment pond is baffled (i.e., the flow
rate is controlled) to increase the retention time, and shallow to improve oxygen
solubility and sunlight penetration. This natural treatment produces effluent with a
very low BCD-5 but, unfortunately, with a fairly high TSS, particularly when Raye flow
rates are caused by high stormwater runoff. Stormwaters drain into the treating pond
system; infrequently, however, stormwater bypasses the last 30-acre pond and enters
directly into the bayou. Outfall 001 Imitations are based on the following: (1) HPT
guidelines found in 40 CFR 428.32, Subpart C, Solution Crumb Rubber Subcategory using
a BPJ determination of BAT/BCT being equal to EPT (pH, daily max. limits for BOD-5,
CCD, and Oil and Grease); (2) previous permit (TSS and monthly avg. limits for BCD-5,
COD, and Oil and Grease); (3) Texas Dept. of Water Resources rules, dated 9/1/77,
which reflect State policy (benzene, phenols). Outfall 002 limitations are based
solely on TDWR rules. The permit requires 24-hour static bioassay tests on 100%
effluent samples (by volume) for the determination of 80% survival. If survival is
less than 80%, a replacement static 48-hour median LC50 will be performed on the
originally collected sample. The tests will be conducted quarterly for a duration of
tvro years. A EMP plan is not required.
Effective Date:
Expiration Date:
April 26, 1984
April 25, 1989
Abstract Date:
Final Permit
April 28, 1986
EFFLUENT LIMITS (FINAL)
TX0003654: Polysar Gulf Coast, Inc.
Pollutants
Outfall
Monitoring
Flow
:
001
: report
6/d instant.
BOD-5
•
•
:203/331 kg/d
3/w 24 hr camp
TSS
•
:330/2072
1/d
it
COD
:
»2000/3490 "
3/w
it
Oil and Grease
•
•
:81/142
1/w
grab
Benzene
:
:—/0.2 mg/1***
l/6m
Phenols
:
t /0.1 " ***
If ti
PH
•
•
:6.0-9.0
1/d
It
Flow
•
•
002
:report
1/d estitrate**
TOC
•
•
:—/55 mg/1***
l>
grab **
Oil and Grease
•
•
»—/15 "
« »' **
PH
•
•
:6.0-9.0
it If **
:
:
~Daily average/dally iraximum.
**When flcwing.
***Daily average/instantaneous
maximum.
NOTE: Interim limits apply at 001 4/26/84 through 6/30/84.
Final limits apply at 001 7/1/84 through 4/25/89.
-------
TX0003948: Chevron Chemical Company (formerly Gulf Oil Chemicals), of Baytown, Texas,
manufactures organic chemicals and plastic resins such as ethylene, propylene,
aromatic concentrate, low density polyethylene, alpha olefins, polypropylene,
acetylene carbon, and polyalpha olefins (SIC 2869, 2821, 2895). The facility is in
the Organic Chemicals and Plastics and Synthetic Fibers Category (40 CFR 414) and has
six waste streams, two of which are internal. Outfall 001 consists of process
wastewater and cooling tower blowdown (4 mgd), internal Outfall 104 consists of proces
wastewater (0.9 mgd), and Outfalls 002, 003, and interned Outfall 204 are
unoantaminated stormwater runoff (intermittent). Outfall 004 is a combination of 104
and 204. Plant discharges are to Cedar Bayou. Process wastewaters receive oil/wa^or
separation, activated sludge, and sedimentation; boiler blowdown is routed to a
chromium/zinc removal unit. Stormwater runoff enters the bayou untreated. Guidelines
have not yet been promulgated for the organic chemicals and plastics industry;
therefore limits for 001, 104, and 004 are a BPJ determination of BCT, BAT, and water
quality requirements necessary to prevent further degradation of the receiving water,
based on the flow rates mentioned above. The proposed guidelines for the industry,
previous permit, and Texas State limits are used as guidance. The limits for Outfalls
002, 003, and 204 are from the previous permit based on a BPJ determination that a
level characteristic of BAT and BCT treatment is reflected. Biamonitoring, consisting
of 24 hour static tests, shall be conducted once per quarter for two years for the
determination of 80% survival in 100% effluent. Hie recommended test organisms are
Daphnia sp. or Mysidopsis sp. If survival is less than 80%, a replacement static 48
hour median LC50 test is required on the originally collected sample. The submittal
of a BMP plan is not required.
Effective Date: August 6, 1985 Final Permit
Expiration Date: August 5, 1990 Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
0X0003948: Chevron Chemical Company
Pollutants
Outfall
Avg./Max. Limits* and Units
Flow : 001 : report
continuous
BOD-5
:575/1150 lb/d (17.2/34.5 ma/1**)
3/w 24 hr ccmp
TSS
:575/1150 " (17.2/34.5 " **)
" "
COD
:3500/7000 " (105/210 " **)
« It
Oil and Grease
:250/300 " (7.5/9 " **)
" grab
Antnonia Nitrogen (as N) : :report
" 24 hr oano
Total Chromium
:6.0/20.0 lb/d (0.18/0.6 mg/1 **)
ti it
Total Zinc
*3.0/10.0 " (0.09/0.3 " **) : "
Total Phenols
:3.0/6.0 " (0.09/0.18 " **)
tt it
Benzene
: /2.5 " /0.1 mg/1
l/g
Ethylbenzene
—/2.5 " —/0.1 mg/1
M It
Toluene
—/2.5 " —/0.1 mg/1
«t it
Temperature
-/97 f****
3/w qrab
Bicmoni toring
report
1/g 24 hr ocmp
PH
6.0-9.0
continuous
TOC
002,003,
—/70 mg/1****
1/d grab***
Oil and Grease
204
/i5 " ****
" " ***
PH
6.0-9.0
tt it
Temperature
004
/97 f**
in situ
Flew
104
report : continuous
BOD-5
180/360 lb/d :2/w 24 hr crm^
TSS
188/375 " : " tt
(75/150
Oil and Grease
orab
sl/g 24 hr oarp
Bicmonitoring
: report
pH : : 6.0-9.0
*Daily average/daily maximum.
:continuous
**Eguivalent concentrations based on 4 mgd flow but not included in permit.
***When discharging.
****Daily average/instantaneous maximum.
-------
TX0004227: Mobil Chemical Company, located in Beaumont, is engaged in the manufacture
of petrochemicals, specifically ethylene, propylene, butadiene, benzene, and toluene
(SIC 2869). This facility is in the Petroleum Refining Category (40 CFR 419) and
discharges 3.22 mgd of uncontaminated stormwater runoff to the Neches River. All
domestic wastes, process wastewater, and process area runoff are collected and routed
to the Lower Neches Valley North Regional Treatment System. Effluent limitations are
based on State water quality considerations.
Effective Date: July 1, 1988 Final Permit
Expiration Date: June 30, 1993 Abstract Date: June 8, 1989
EFFLUENT LIMITS (FINAL)
7X0004227: Mobil Chemical Company
Pollutanfs
Outfall
Avq./taax.*Limits and
Monitoring
Flow
m.
monitor only
1/d estimate
TOC
-/55.0 mn/1
ft
Oil and
Benzene
—/15.Q
-VQ.02
l/w
Toluene
Phenols
B&
/o»02
~/o.i
6,Q - 9,0
IZsL
*Dailv averaae/riailv maviiraiTg,
-------
TX0005576: Relchhold Chemicals, Inc. Houston/ Texas, is in the Organic Chemicals
Plastics and Synthetics Category, (40 CFR 414) and produces formaldehyde (SIC 2869) as
a basic raw material and synthetic resins including urea-formaldehyde, phenol-
formaldehyde, polyester, and alkyd resins. All process wastewater (.135 mgd) receives
equalization, activated sludge treatment, clarification, pH adjustment, lagoon
stabilization and contaminated storm water goes to the treatment plant, the remainder
goes to the lagoon. All wastewater and storm water is discharged from Outfall 001 to
Greens Bayou. Limits can BCD and CCD reflect 95% raw wasteload reduction based on
existing treatment performance. Ammonia, phenols and TSS are limited at demonstrated
treatment performance per BAT/BP J. Biomonitoring once per quarter for two years using
Daphnia sp. or Mysidopsis sp. in 100% effluent sample is required at Outfall 001.
Effective Date: August 30, 1984 Final Permit
Expiration Date: August 29, 1989 Abstract Date: December 15, 1984
EFFLUENT LIMITS (FINAL)
TX005576: Reichhold Chemicals, Inc.
Pollutants
Outfall
Avq./Max. Limits and Units
Monitoring
Flew
001
record
18/35 mg/1*)
continuous
BOD-5
9.1/18.
57/115
2/w 24 hr ocmp
COD
111/225
35771
_^1
TSS
18.1.36.3
±
Ammonia Nitrogen
2.3.4.6
0.0073/0.010
4.5/9.0
0.014/0.02
') *
Phenols
r) :l/w
Zinc
0.0016/0.033
0.031/0.064
L) L
Ethylbenzene
0.0064/0.013
0.013/0.025
0.016/0.031
±
Trichloroethylene
0.0082/0.016
Formaldehyde
report
1/m
Temperature
1/d in-situ
Biorroni taring
1/g 24 hr camp
ml
6.0 - 9.0
continuous
:
:
•
•
:
:
:
•
•
:
:
:
:
•
•
•
•
•
•
:
•
•
:
•
•
•
•
:
•
•
-------
TX0006271: Exxon Company, u.SA. in Bcytown, Texas, operates a petroleum refinery and
a petro-chemicals complex (SIC 2911, 2822, 2869, 2821). The petroleum refinery has
the capacity to produce 680,000 barrels/stream day of crude oil (Equivalent Pipe Still
Index) and 51,000 barrels/stream day of natural gas liquids; final refinery products
are motor gasoline, jet fuel, diesel oil, kerosene, heating oil, asphalt, solvents,
lubricating oils, and chemical feedstocks (olefins and aromatics). Other facility
products include: 1.1 million lb/d of elastomers (butyl rubber), 15 million lb/d of
organic chemicals (benzene, cyclohexane, isobutylene, paraffins, xylenes) and 1.7
million lb/d of plastics (polypropylenes), used in inner tubes, tires, adhesives,
nylons, carpet fibers, twine, and biodegradeable detergents; 1.3 billion lb/y of
ethylene, 900 million lb/y of propylene, and 250 million lb/y of butadiene for use in
molded plastics, synthetic rubber, cosmetics, and pharmaceuticals; and 285 tons/stream
day of coal into synthetic liquids for use in final products including gas oil, vacuum
bottoms and middle distallate. Plant activities place the facility in the Petroleum
Refining Category (40 CFR 419) and the Rubber Manufacturing Category (40 CFR 428).
Three discharges are to the Houston Ship Channel consisting of process wastewater from
Outfall 001 (26.9 mgd max.), stormwater runoff from Outfall 002 (variable), and
regenerant (backwash) from a demineralization plant at Outfall 003 (2.3 mgd max.).
Treatment of the waste streams is as follows: 001 - sedimentation, chlorinatian,
trickling filters, oil/water separation including screening, oil skimming, and solids
and grit removal, sludge landforming, pH adjustment, aeration lagoons, stabilization
ponds; 002 - stormwater retention basin, oil removal via vacuum trucks; 003 -
neutralization. BCD-5 and ammonia limits on 001 are based an a Waste Load Evaluation
for the Houston Ship Channel. Daily average limits an phenolic compounds and
hexavalent chromium are based on a 1984 EPA-NRDC settlement agreement. The remaining
limits on 001 are based on the previous permit and State permit requirements which are
more stringent than applicable guidelines for the petroleum refining and rubber
manufacturing industries vising concentrations and a 27.5 mgd flow. Hie basis for the
limitations on stormwater and regenerant discharges are the previous permit (002,
003), standard technology for stormwater discharges (002), and State permit
requirements (003). Bioassays are required for an 80% survival rate of test organisms
(Daphnia sp. or Mysidopsis sp.) in 100% effluent concentration, using a static method
for 24 hours. Tests shall be conducted quarterly at 001 for a period of two years.
If survival is < 80%, a replacement static 48-hour median LC50 test is required on the
originally collected sample. A BMP plan is not included in the permit.
Effective Date: October 1, 1984 Final Permit
Expiration Date: September 30, 1989 Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
TX0006271: Exxon Company, U.S.A. (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits* and Units Monitoring
Flew
: 001
< monitor only
:continuous
BOD-5
:1769/3538 kg/d
(17.4/34.8 ntr/1**)
:3/w 24 hr oanp
TSS
:3745/7489 "
(36.8/73.6
•<
: "
It
TOC
:
:4681/9362 •
(46/92
» **)
: "
It
Oil and Grease
:
:1039/1561 "
(10.2/15.3
« **}
i "
qrob
Phenolic Compounds
•
•
:21/43
(0.21/0.42
» *+)
• ••
•
ii
Ammonia (as N)
:
:1039/1561
(10.2/15.3
»
: "
24 hr camp
Sulfide
:
:17/38
(0.16/0.37
" **)
: "
grab
Total Chromium
:
:13/23
(0.13/0.22
«
: "
24 hr oanp
Hexavalent Chromium
•
•
:3.1/6.8
(0.03/0.07
« **)
:2/w
ii
Bicmonitoring
•
«
.•report
:l/q
II
Temperature
:
:36.7 C***
{continuous
PH
•
•
:6.0-9.0
:l/d
arab****
~Daily average/daily rraximum.
~~Equivalent concentrations based on 26.9 mgd flow but not included in penult.
~**Instantaneous itaximum.
****Between 6:00 a.m. - 9:00 a.m.
-------
5X0006271: Exxon Company, U.SJL in Bqytown, Taxas, operates a petroleum refinery and
a petro-cheraicals complex (SIC 2911, 2822, 2869, 2821). The petroleum refinery has
the capacity to produce 680,000 barrels/stream day of crude oil (Equivalent Pipe Still
Index) and 51,000 barrels/stream day of natural gas liquids; final refinery products
are motor gasoline, jet fuel, diesel oil, kerosene, heating oil, asphalt, solvents,
lubricating oils, and chemical feedstocks (olefins and aramatics). Other facility
products include: 1.1 million lb/d of elastomers (butyl rubber), 15 million lb/d of
organic chemicals (benzene, cyclohexane, isobutylene, paraffins, xylenes) and 1.7
million lb/d of plastics (polypropylenes), used in inner tubes, tires, adhesives,
nylons, carpet fibers, twine, and biodegradsable detergents; 1.3 billion lb/y of
ethylene, 900 million lb/y of propylene, and 250 million lb/y of butadiene for use in
molded plastics, synthetic rubber, cosmetics, and pharmaceuticals; and 285 tens/stream
day of coal into synthetic liquids for use in final products including gas oil, vacuum
bottoms and middle distal late. Plant activities place the facility in the Petroleum
Refining Category (40 CER 419) and the Rubber Manufacturing Category (40 CFR 428).
Three discharges are to the Houston Ship Channel consisting of process wastewater from
Outfall 001 (26.9 mgd max.), stormwater runoff from Outfall 002 (variable), and
regenerant (backwash) from a damineralizatian plant at Outfall 003 (2.3 mgd max.).
Treatment of the waste streams is as follows: 001 - sedimentation, chlorination.
trickling filters, oil/water separation including screening, oil skimming, and solids
and grit removal, sludge landforminq, pH adjustment, aeration lagoons, stabilization
ponds; 002 - stormwater retention basin, oil removal via vacuum trucks; 003 -
neutralization. BOD-5 and ammonia limits on 001 are based on a Waste Load Evaluation
for the Houston Ship Channel. Daily average limits on phenolic compounds and
haxavalent chromium are based on a 1984 EPA-NRDC settlement agreement. Die remaining
limits on 001 are based on the previous permit and State permit requirements which are
more stringent than applicable guidelines for the petroleum refining and rubber
manufacturing industries using concentrations and a 27.5 mgd flow. The basis for the
limitations on stormwater and regenerant discharges are the previous permit (002,
003), standard technology for stormwater discharges (002), and State permit
requirements (003). Bioassays are required for an 80% survival rate of test organisms
(Daphnia sp. or Mysldopsis sp.) in 100% effluent concentration, using a static method
for 24 hours. Tests shall be conducted quarterly at 001 for a period of two years.
If survival is < 80%, a replacement static 48-hour median LC50 test is required on the
originally collected sample. A BMP plan is not included in the permit.
Effective Date: October 1, 1984 Final Permit
Expiration Date: September 30, 1989 Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
TX0006271: Exxon Ccxrpany, U.S.A. (Page 2 of 2)
Pollutants Outfall Avq./Max. Limits* and Units
TOC
:
002
:—/55 tkj/1 12)
: " (3) "
Oil and Grease
•
•
:—/15 " (2)
: " (3) "
Benzene, Toluene
:
:report (2)
: " (3) "
Flow
:
003
f 0
:(1) instant.
TOC
:
:—/100 mg/1
:2/w grab
Temperature
•
•
:36.7 C**
:3/d in situ
pH
:
:6.0-9.0
:l/d grab
:
:
!
•
•
:
:
~Daily average/daily maximum.
~~Equivalent concentrations based on 26.9 mod flow but not Included in permit.
(1) Once per operator shift.
12) Daily maximum shall be the average of three grab samples taken at equal intervals
during the period of discharge with the first grab sample taken during the first
hour of discharge.
(3) When discharging.
-------
TX0007021: Exxon Chemical Americas manufactures specialty chemicals for the oil
industry such as demulsifiers, corrosion inhibitors, surfactants, fuel additives and
plastic additives (SIC 2869, 2821) at its facility in Houston, Texas. Hie facility is
in the Organic Chemicals and PlastJ.cs and Synthetics Category (40 CHR 414, Subpart D)
and has three outfalls to the Houston Ship Channel of the Trinity-San Jacinto Estuary
Outfall 001 consists of 0.108 mgd noncontact cooling water, cooling tower and boiler
blowdown, steam condensate, reactor scruhber water, and contaminated stormwater runoff
which is treated by sedimentation and activated sludge treatment. Outfall 002 and
Outfall 003 flow intermittently and consist of stormwater runoff which is treated by
sedimentation before discharge. Limits at Outfall 001 on BOD are based on
Houston Ship Channel Wasteload Allocations, and TSS and oil and grease limits are
based on state permit requirements. Limits on COD and TKN are based on actual
operating data. It is EPJ that these pollutants are being discharged at the
equivalent of BAT levels. Limits on zinc, toluene, and 1,2-dichloroethane are based
on proposed BAT effluent guidelines. Effluent limits at Outfall 002 and Outfall 003
are based en Region VI guidance on stormwater discharges. Biomanitoring is required
once per quarter, but there is no requirement for a BMP Plan.
Effective Date: October 16, 1984 Final Permit
Expiration Date: October 15, 1989 Abstract Date: Itorch 7, 1985
EFFLUENT LIMITS (FINAL)
1X0007021: Exxon Chemical Americas
Pollutants Outfall Aver • /Max. Limits and units Monitoring
Flow
: :
: 001 :report
:
:3/d
BOD-5
: :18/36 kg/d
:2/w 24 hr canp
OCX)
: :91/181
h
• »•
•
II
TSS
: :18/36
H
: "
II
Oil and Grease
: :7.6/10.9
ti
: -
grab
Kleldahl Nitrogen (TKN)
: :3.6/7.3
H
* ••
•
24 hr canp
Toluene
: :0.10/0.20
H
:l/g
m
1,2-Dichloroethane
: :0.07/0.13
M
: »
II
Zinc
: :0.09/0.19
H
: "
ll
Temperature
: :report
:3/d in-situ
pH
: :6.0 - 9.0
:l/d
grab
Flow
:002, 003:report
•
•
T0C
: :—/50 mg/1
:l/d
grab
Oil and Grease
: :—/15 mo/1
: "
ll
PH
: :6.0 - 9.0
• "
•
ll
t »
• •
•
•
9 •
• •
:
: :
•
•
f •
• •
:
• •
• •
•
•
: :
:
-------
1X0007439: SOS Biotech Corp. in Houston, Texas, produces agricultural herbicides,
pesticides, fungicides, and organic chemicals (SIC 2879) including MSMA, Dacthal, IPN,
and Daconil. The facility is in the Pesticides Chemicals Category (40 CFT* 455) and
the Organic Chemicals Manufacturing Category (40 CFR 414). Two internal outfalls are
combined for total plant discharge at Outfall 001 to the Houston Ship Channel:
Outfall 001 is process and nonprocess wastewater and groundwater leachate (30 day avg
of 0.90 mgd), and Outfall 201 is stormwater runoff (30 day avg. of 0.56 mgd). Process
wastewater was initially treated with neutralization, sedimentation and equalization
(4 days retention time), sand filtration, activated carbon filtration, aerated lagoons
(1 day retention), and final sedimentation (2.5 days retention). In addition, ammonia
bearing waste streams were pretreated by air stripping. Stormwater runoff received
ferric chloride and caustic precipitation, and multi-media filtration; stormwater
caused by rainfall exceeding 8 inches, however, was discharged untreated. The
facility was scheduled to have a new treatment system completed by 3/1/86 to
accommodate the addition of three waste streams from groundwater, acid pits, and an
incinerator, and to improve removal efficiencies and allow for increased stormwater
flows. Process wastewater treatment will include breakpoint chlorination to remove
ammonia, hydrolysis to remove cyanide, and ferric precipitation to remove arsenic;
stormwaters will receive additional sedimentation and an arsenic bearing runoff stream
will be disposed via well injection. There are no promulgated BCT/BAT guidelines for
the pesticides and organic chemicals industries; the permit limits are therefore based
on water quality standards and a determination of BCT/BAT levels using BPJ.
Biomonitorinq once per quarter for two years in 100% effluent sample using a 24 hour
static method is required; if survival is less than 80%, a replacement static 48 hour
median LC50 test will be conducted on the originally collected sample. A BMP plan is
not required.
Effective Dates July 1, 1985 Final Permit
Expiration Date: June 30, 1990 Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
TX0007439: SOS Biotech Corp. (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units
» i ~
Oil and Grease : 001 »—/15 mq/1*** tl/w grab
Bicnranitorincr :
report
:l/q 24 hr camp
PH
»
»
6.0-9.0
:l/d qrab
Flew
101(1)
report
:continuous
BOD-5
180/500
lb/d
(24/66.6 mg/1**) :2/w 24 hr oano
TOC
640/1280
h
(85/171 " **) : "
TSS
215/500
If
(28.6/66.6 " **) : "
Ammonia Nitroqen
20/40
H
(2.7/5.3 " **) : "
Daconil
0.75/1.50
ti
report/0.2 mq/1 : "
Dacthal
3.75/7.50
if
/1.0
Arsenic
1.50/2.25
n
/0.3 " : "
Cyanide
0.75/1.50
ii
/0.2 " : "
Total Chlorinated
3.7/7.5
II
—/report ma/1 : "
Hydrocarbons**** :
:
(1)
report
2 ii ti
Flow t 201 : " :l/d(3) instant
TOC : :—/55 mq/1*** :2/w(3) grab
Daconil : :—/0.6 " *** : " oonp ~
-------
TX0007439: SOS Biotech Corp. in Houston, Texas, produces agricultural herbicides,
pesticides, fungicides, and organic chemicals (SIC 2879) including MSMA, Dacthal, IPN,
and Daconil. The facility is in the Pesticides Chemicals Category (40 CFR 455) and
the Organic Chemicals Manufacturing Category (40 CFR 414). Two internal outfalls are
combined for total plant discharge at Outfall 001 to the Houston Ship Channel;
CXitfall 001 is process and nonprocess wastewater and groundwater leachate (30 day avg
of 0.90 mgd), and Outfall 201 is stormwater runoff (30 day avg. of 0.56 mgd). Process
wastewater was initially treated with neutralization, sedimentation and equalization
(4 days retention time), sand filtration, activated carbon filtration, aerated lagoons
(1 day retention), and final sedimentation (2.5 days retention). In addition, ammonia
bearing waste streams were pre treated by air stripping. Stormwater runoff received
ferric chloride and caustic precipitation, and multi-media filtration; stormwater
caused by rainfall exceeding 8 inches, however, was discharged untreated. The
facility was scheduled to have a new treatment system completed by 3/1/86 to
accommodate the addition of three waste streams from groundwater, acid pits, and an
incinerator, and to improve removal efficiencies and allow for increased stormwater
flows. Process wastewater treatment will include breakpoint chlorination to remove
ammonia, hydrolysis to remove cyanide, and ferric precipitation to remove arsenic;
stormwaters will receive additional s*=^i mentation and an arsenic bearing runoff stream
will be disposed via well injection. Biere are no promulgated BCT/BAT guidelines for
the pesticides and organic chemicals industries; the permit limits are therefore based
on water quality standards and a determination of BCT/BAT levels using EPJ.
Biomonitorinq once per quarter for two years in 100% effluent sample using a 24 hour
static method is required; if survival is less than 80%, a replacement static 48 hour
median LC50 test will be conducted on the originally collected sample. A BMP plan is
not required.
Effective Dates July 1, 1985 Final Permit
Expiration Date: June 30, 1990 Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
TX0007439: SOS Biotech Corp. (Page 2 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
:
•
•
Dacthal : 201
—/1.0 rta/1*** :2/w(3) ccnp
Arsenic :
—/0.6 " ~~~
(1 II
•
•
:
:
:
:
:
~Daily average/daily naximum.
~~Equivalent concentrations based on 0.90 mad flow but not included in the permit.
~~~Daily average/instantaneous maximum.
~~~~Sum of carbon tetrachloride, chloroform, methyl chloride, methylene chloride,
1,2-dichloroethane.
(1) Interim limits apply 7/1/85-2/28/86, initiating upon completion of a new
treatment system. Final limits apply 3/1/86-6/30/90.
(2) Carbon tetrachloride, chloroform, methyl chloride, methylene chloride, and
1,2-dichloroethane.
(3) When discharging.
-------
TX0007862: The Independent Refining Corporation, in Winnie, is in the Petroleum
Refining Category (40 CFR 419) and produces gasoline, normal hexane, naphtha, jet
fuel, diesel fuel, and residual fuel oil from crude oil and natural gas condensates,
catalytic reforming and hydrocracking, and solvent extraction (SIC 2911). Outfall 001
discharges 0.454 mgd of treated process wastewater and stormwater runoff and Outfall
002 consists of uncontaminated stormwater runoff from the tank farm area. Both
outfalls empty into Mavhaw Bayou. Wastewater treatment consists of eoualization.
oil/water separation, activated Sludge, an aerated lagoon system, final clarification
and gH adjustment. Effluent limitations are based on BAT/BCT/NSPS effluent guidelines
and State water quality standards. For a period of two years, the effluent from
Outfall 001 must undergo quarterly range-finding static acute toxicity tests, using
either Paphnia S&l or Mvsidopsis sei. depending on the salinity of the effluent. If at
any time, survival is less than 80%, a replacement static 48-hr median lethal
concentration test must be conducted on the original effluent.
Effective Dates July 19, 1986 Final Permit
Expiration Date: July 18, 1991 Abstract Date: June 9, 1989
EFFLUENT LIMITS (FINAL)
TX0007862: Independent Refining Corporation
Pollutants Outfall Ayg./Max.*Limits and Units
Monitoring
FlOW
ML
monitor only
1/d instant.
124/234 lb/d
2/w 24-hr conp
3SS.
mnw
£££L
910/1785
Oil and Grease
38/70
grab
Phenolic Compounds
0.54/1.09
24-hr camp
Ammonia
39/195
Sulfide
0.7/1.4
grab
Total Chromium
1.7/2.9
24-hr comp
flexavalent Chromium
Q.13/Q.28
BEL
-------
1X0008761: Naloo Chemical Company manufactures tetramethyl lead and tetraethyl
lead anti-knock compounds (SIC 2869) at its facility located in Freeport, Texas. The
facility has two discharges to the Dow Chemical Company Plant A Effluent Canal to the
Brazos River. Outfall 001 consists of process wastewater, recycled process area
washwater and stormwater, sanitary wastewater, and cooling tower blowdown with an
average flow rate of 0.51 mgd. Outfall 002 is overflow from the stormwater and
washwater recycle pond system, which discharges only during periods of heavy rainfall
The facility's treatment system's chief components are steam strippers for the
reduction of volatile organics, and an iron redox system for the reduction of heavy
metals. Discharge from the steam stripping units flow to a cooling pond and separate
settling pond prior to discharge. There are no effluent guidelines applicable to
discharges from this industry, so limitations in the permit were derived using EPJ.
Effluent limitations on EDB, EDC, and toluene are based on steam stripping technology,
using data presented in the EPA Treatability Manual, and an flow rate of 0.57 mgd (the
highest reported 30 day flow value). Limits on BOD and TOC are based on information
in the Development Document for Organic Chemicals (February 1983), and lead limits at
Outfall 001 are based on limits in the Chrome Pigments Subcategory of the Inorganic
Chemicals Category (40 CFR 415). Zinc and TSS limits at Outfall 001 are previous
permit limits. At Outfall 002, zinc and lead are limited by water quality standards.
Biomonitorinq screening requiring 80% survival in 100% effluent is required at both
outfalls, but there is no BMP Plan included in the permit.
Effective Dates October 16, 1984 Final Permit
Expiration Date: October 15, 1989 Abstract Date: April 17, 1985
EFFLUENT LIMITS (FINAL)
1X0008761: Nalco Chemical Ccnpany
Pollutants Outfall Avq./Max. Limits and Units Monitoring
: : :
Flow :
001
: report
: continuous
Temperature :
/110 F
H
BOD-5 :
:185/320
lb/d
(38.9/67.3
mq/1*)
:2/w 24 hr camp
TSS :
:135/250
II
(28.4/52.6
" *)
:3/w
II
TOC :
:370/600
II
(77.8/126
" *)
• »
II
Lead, Ttotal :
:5.5/10.0
it
(1.2/2.1
« *)
It
Zinc, " :
:3.4/4.2
it
(0.72/0.88
" *)
• >*
t»
1,2-Dibrcmoethane (EDB) :
:4.8/4.8
ti
(1.0/1.0
»
:l/w
II
1,2-Dichloroethane (EDC):
:4.8/4.8
II
(1.0/1.0
" *)
• »
II
Toluene :
:4.8/4.8
•I
(1.0/1.0
" *)
• "
II
PH :
:6.0 - 9.0
:l/d
arab
Flow t
002
:report
: "
estimate
TOC x
:—/70
1KJ/1
: "
orab
Lead, Total :
:—/1.5
It
:l/w
II
Zinc, " :
»— /6.0
II
: "
II
1,2-Dibrcmoethane (EDB) :
:—/1.0
II
: "
it
1,2-Dichloroethane (EDC):
:—/1.0
II
• H
«
Toluene :
:—/1.0
II
• "
ii
PH :
:6.0 - 9.0
:l/d
ii
: : :
~Equivalent concentrations based on 0.57 mgd flow, but not included in the permitT
-------
TX0008907: E.I, du Pont de Nemours 4 Company. Inc.. operates a facility in Ingleside
that produces freon, chloromethanes, and cyclohexane (SIC 2869) and is in the Organir
Chemicals. Plastics, and Synthetic Fiber Category (40 CFR 414). Treated process
wastewater (Outfall 001; 4.6 mgd) and stormwater from nonprocess areas (Outfall 002)
is discharged to La Ouinta Channel. Wastewater is treated by neutralization,
equalization. cooling^ steam stripping, activated sludge. cfrLor Nation f activated
CflEfcSQf arid filtration. Effluent limitations are based on BAT effluent guidelines and
State water quality standards. For a period of two years, the effluent from Outfall
001 must undergo quarterly range-finding statig acute toxicity tests, using either
Daphnia se*. or Mysidopsis sp. depending on the salinity of the effluent. If at any
time, survival is less than 80%, a replacement static 48-hr median lethal
concentration test must be conducted on the original effluent. A thermal mixing zon^
of 100 meters around Outfall 001 has been established.
Effective Date: August 27, 1985 Final Permit
Expiration Dates August 26, 1990 Abstract Date: June 9, 1989
EFFLUENT LIMITS (FINAL)
TX0008907: E.I. du Pont de Nemours & Company, Inc.
Pollutants Outfall Avgt/Mflx?»LMtS an<3 "TUtS
Monitoring
Flow
ML
monitor only
continuous
TSS (Net)
1991/398? lk>Ai
1/d 24-hr crnrp
TOC (Net)
54Q/95Q
Total Chlorinated Hydrocarbons
2/1L
Benzene
2/L.
Temoerature
1Q4/108
continuous
Cooper
12,5/30.5 lbZ
-------
TX0009105: Cominco American. Inc.. in Borger, is in the Fertilizer Manufacturing
Category (40 CFR 418) and produces nitrogenous fertilizers (SIC 2873). The facility
discharges stormwater runoff (Outfall 001) and cooling water, boiler blowdown, and
miscellaneous trap and cooler water (Outfall 002) to Rock Creek. None of the
wastewaters receive treatment before discharge. Process wastewaters are accumulated
in a retention pond and discharged from the pond to a 120-acre irrigation area or
injected into a disposal well. Effluent limitations are based on the effluent
guidelines and state water quality standards.
Effective Date: August 27, 1985 T.m^Q^lQal
Expiration Date: August 26, 1990 Abstract Date: June 9,
EFFLUENT LIMITS (FINAL)
TX0009105: Cominco American, Inc.
Pollutants Outfall Avo./taax.*Limits and Units foffijtprinq
wiiawo
•
Flow
001
monitor onlv
3/A instant.**
CCD
—/125 na/1
" arab **
Oil and Grease
—/15
» » **
Ammonia Nitroaen
—/20 "
n " **
oH
6.0 - 9.0
w 1 **
*Instantaneous maximum
**When discharging, the first sample will be taken within 15 minutes after the
discharge commences. ,
-------
TX0052825: Pennwalt Corporation, in Beaumont, is in the Organic Chemicals. Plasties,
and Synthetic Fiber Category (40 CFR 414) and manufactures methyl mercaptan, ethyl
mercaptan, dimethyl sulfide, and diethyl sulfide (SIC 2869). Outfall 001 discharges
0.0189 mgd of process wastewater, process washwater, and sanitary wastes. Outfall 002
consists of untreated stormwater runoff. Both outfalls discharge into the Old River.
an isolated oxbow of the Neches River. Wastewater treatment consists of filtration.
sour water stripping, equalization. activated sludge, clarification, chiorination. and
carbon adsorption. The effluent from the treatment facility is monitored at internal
outfall ifll. Effluent limitations are based on the Water CUalitv Management Plan for
the Neches River Basin. Oiarterly 7-3ay chronic toxicity tests, using Ceriodaphnia
and fathead minnows must be performed on Outfall 101. A minimum of five dilutions,
using a 0.3 dilution factor, are required. Should the results indicate no toxicity at
the critical dilution factor (0.8% effluent) for both species, these biomonitoring
requirements will be eliminated. The permit will be reopened should the results
indicate actual or potential ambient toxicity to the receiving stream resulting from
the discharge.
Effective Date: September 20, 1988 Final Permit
Expiration Dates September 19, 1993 Abstract Date: June 12, 1989
EFFLUENT LIMITS (FINAL)
TX0052825: Pennwalt Corporation (Page 1 of 2)
Pollutants Outfall Aygt/Maxt*LjmitS and Vnits Monitoring
Flow : 101
monitor only
continuous
BCD 5 :
5.3/12.3
lb/d
1/w 24-hr comn
COD
26.3/52.5
VI
II
n
TSS :
5.3/10.5
n
n
n
Sulfides :
0.035/0.070 "
n
n
Zinc (Total) :
—/—
(1.0/2.0 ma/1)
vv
vv
Temperature :
95/100 F
l/d
JUSltU
Acenaphthene :
0.0/0.01
lb/d
1/v 24-hr camp
Acrylonitrile :
0.01/0.03
91
If
n
Benzene :
0.00/0.02
ft
n
vv
y
Carbon Tetrachloride :
0.00/0.00
vt
n
VI
Chlorobenzene :
0.00/0.00
n
n
n
1.2.4-Trichlorobenzene :
0.01/0.02
n
n
it
Hexachlorobenzene :
0.00/0.00
n
n
VI
1.2-D ichloroethane :
0.01/0.03
n
n
n
1,1.1-Tr ichloroethane :
0.00/0.01
ft
it
it
Hexachloroethane :
0.00/0.01
VI
n
if
1.1-Dichloroethane :
0.00/0.01
IV
vv
VV
1.1.2-Trichloroethane :
0.00/0.01
vv
n
n
Chloroethane :
0.01/0.03
VI
n
n
Chloroform :
0.00/0.01
w
n
fi
2-Chlorophenol :
0.00/0.01
n
n
w
1.2-Dichlorobenzene :
0.01/0.02
VI
if
VI
1.3-Dichlorobenzene :
0.00/0.01
n
n
* "
1.4-D ichlorobenzene :
0.00/0.00
VI
VI
n
1.1-Dichloroethvlene :
0.00/0.00
it
n
VI
1.2-trans-B ichloroethvlene
0.00/0.01
it
if
if
2.4-D ichlorophenol :
0.00/0.01
if
it
n
1,2-PichlQtwrwane :
0.02/0.03
n
n
n
-------
EFFLUENT LIMITS (FINAL)
1X0052825: Pennwalt Corporation (Page 2 of 2)
Pollutants Outfall Ava./Max.*Limits and Units Monitoring
1.3-Dichloropropvlene
101
0,00/0.01 lb/d
1/v 24-hr comp
2.4-Dimethlyphenol
0.00/0.00
ft
ft
ft
2.4-D in itrotoluene
0.01/0.04
n
ft
tt
2.6-0initrotoluene
0.03/0.08
it
ft
fl
Ethylbenzene
0.00/0.01
ft
ft
It
Fluoranthene
0.00/0.01
it
tt
ft
Bis (2-chloroisoorodvI) Ether
0.04/0.09
it
fl
fl
Methylene Chloride
0.01/0.01
it
ft
fl
Methyl Chloride
0.01/0.02
it
ft
It
Hexachlorobutad iene
0.00/0.01
it
n
ft
Naohthalene
0.00/0.01
it
tt
ft
Nitrobenzene
0.00/0.01
it
tt
ft
2-Nitroohenol
0.01/0.01
tt
it
ft
4-Nitroohenol
0.01/0.02
it
it
It
2.4-D in i tr ODhenol
0.01/0.02
tt
it
II
4.6-Dinitro-o-cresol
0.01/0.03
it
tt
It
Phenol
0.00/0.00
it
tt
fl
Bis (2-ethvlhexvl) Phthalate
0.01/0.03
tt
ft
fl
Di-n-Butvl Phthalate
0.00/0.01
it
n
ft
Diethvl Phthalate
0.01/0.03
it
ft
ft
Dimethyl Phthalate
0.00/0.01
ft
tt
n
Benzo (a) Anthracene
0.00/0.01
it
ft
tt
Benzo (a) Pvrene
n.oo/o.oi
tt
ft
ft
3.4-Benzofluoranthene
0.00/0.01
tt
ft
n
Benzo (k) Fluoranthene
0.00/0.01
tt
n
tt
Chrvsene
0.00/0.01
tt
tt
tt
Acenaphthvlene
0.00/0.01
it
tt
tt
Anthracene
0.00/0.01
it
ft
tv
Fluorene
0.00/0.01
ft
it
tt
Phenanthrene
0.00/0.01
it
it
tt
Pyrene
0.00/0.01
it
it
it
Tetrachloroethylene
0.00/0.01
tt
ft
it
Toluene
0.00/0.01
it
ft
tt
Tr ichloroethylene
0.00/0.01
ft
it
it
Vinyl Chloride
0.01/0.03
N
n
ft
Chromium (Totals
0.09/0.23
tt
it
tt
Copper "
0.12/0.28
ft
M
n
Cyanide "
0.04/0.10
It
ft
it
Lead "
0.03/0.06
It
ft
n
Nickel "
0.14/0.33
ft
ft
tt
Zinc "
QjJ19/0.22
It
It
VI
rR
6.0 - 9.0
continuous
Flow
001
monitor onlv
1M estimate
TOC
—/75 ma/1
ft
arab
Oil and Grease
—/15 "
It
11
PH
6.0 - 9.0
It
11
*
-------
TX0055107: The Stroh Brewery Company located in Langview, Texas, operates a brewery
(SIC 2082) producing 350,000 gpd of malt beverages, and an aluminum can manufacturing
plant (SIC 3411) producing 4.65 million cans per day. Plant activities place the
facility in both the Miscellaneous Food and Beverage Processing Category (40 CFR 438)
and the Coil Coating Category (40 CFR 465). Outfall 001 discharges approximately 2
mgd of process wastewater into Grace Creek,, thence into a water quality limited
segment of the Sabine River. Process wastewater from the can plant is pre treated for
emulsified oil removal by gravity separation in acidic conditions, followed by pH
adjustment and dissolved air flotation; oily wastes are landfilled or shipped off site
for reclamation. The pre treated wastewaters, can plant cooling and sanitary waters,
and brewery wastewaters are routed to an activated sludge treatment plant prior to
discharge through Outfall 001. Sludge is thickened and aerobically digested before
land application. Effluent guidelines have been promulgated to cover the can plant
operations (40 CTO 465, Subpart D, the Canmaking Subcategory), but not for the
brewery; therefore the permit limitations are a EPJ determination of BCT and BAT,
based on a concentration and a 1.8 mgd flow for the brewery discharge, and applicable
BAT guidelines and the production rate of 4.65 million cans/day for the can plant
discharge. The permit does not require a BMP plan or biomonitoring.
Effective Date: September 16, 1984 Final Permit
Expiration Date: September 15, 1989 Abstract Date: February 26, 1986
EFFLUENT LIMITS (FINAL)
TX0055107: The Stroh Brewery Company
Pollutants Outfall Avg./Max. Limits*and Units Monitoring
: : :
Flew
: 001 :report
continuous
BOD-5
: :114/200 kg/d
(15/26 mg/1
.**)
3/w 24 hr canp
COD
: :1512/2560
(200/338
~*)
H II
TDS
: :5675/10000 "
(750/1319
**)
tt It
TSS
: :227/398
(30/53
**)
H It
Chromium
t :0.1/0.2
(0.01/0.02 "
** \
t( If
Zinc
:3.6/7.2
(0.48/0.96 "
**)
•I II
Aluminum
: rl.8/3.6
(0.24/0.48 "
**)
II ||
Fluoride
: :47/102
(6.2/13
**)
II It
Ttotal Phosphorous
: :30/61
(4/8
*~)
II II
Fecal Coliform
: :200/400 per 100 ml
" grab
Oil and Grease
: s39/65 kg/d
(5.2/8.6 mg/1
**)
¦I H
pH t :6.0 - 9.0 il/d
:
: :
:
:
~Daily average/daily maximum.
~~Equivalent concentrations based on 2 mgd flow but not included in permit.
-------
TX0064912: Hoffman-La Roche manufactures vitamins and vitamin intermediates
(SIC 2834, 2833) at a plant located in Freeport (Brazoria County), Texas, ttie
facility is in the Pharmaceuticals Manufacturing Category (40 CER 439), discharging to
the Dow Wastewater Canal at Outfall 001 and to Oyster Creek at Outfall 002. Plant
activities have been temporarily suspended; therefore 001 consists of sanitary
wastewater and will include process wastewater for a flow of 0.325 mgd once plant
operations are resumed. Outfall 002 consists of untreated stormwater runoff
(variable). Process and sanitary wastewaters are treated separately with chemical,
physical, and biological processes before combining for discharge to the canal.
Sanitary wastewater must be chlorinated sufficiently to maintain a 1.0 mg/1 chlorine
residual level. The effluent limitations on both outfalls are from the previous
permit. However, until the start-up of plant activities, limits on 001 are a EPJ
determination of BCT based on concentrations of 20 mg/1 BOD and TSS monthly avg., and
30 mg/1 BOD and TSS daily maximum. Mass limits for the waste stream are calculated
using a 0.12 mgd flow. Effluent guidelines require that cyanide be limited. The
facility has, however, certified that cyanide is not used in plant processes;
therefore monitoring is not required. The permit does not include requirements for
biomonitoring or a BMP plan.
Effective Date: April 16, 1985 Final Permit
Expiration Date: April 15, 1990 Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
TX0064912: Hoffnran-La Roche
Pollutants
Outfall
Avg./Max. Limits*and Units
Monitoring
•
•
Flew : 001 (1)
monitor oily
5/w instant
BOD-5 :
20/40 lb/d
1/m grab
TSS :
20/40
(i n
pH :
6-9
II M
Flow
001(2) :report
*** instant
BOD-5
81/122 lb/d (30/45 nu/1**)
2/w 24 hr ccmp
TSS
108/190 " (40/70.1 " **)
H n
Oil and Grease
27/41 " a0/15 " **)
" grab
Ammonia as N
17/33 " f6.3/12.2 " **)
" 24 hr ccmp
IOC
407/678 " 1150/250 " **)
H II
Temperature
—/96 F
3/d in situ
PH
6-9
1/d grab
Flow
002
report
l/d(3)estiitete
TOC
—/75 mg/1
" (3) grab
Oil and Grease
—/15 "
" /3) "
PH
6-9
" (3) "
: :
: :
~Daily average/daily maximum
**
Equivalent concentrations based on 0.325 mgd flow but not included in permit.
***l/operator shift; length of shift is not specified.
(1) Effective date of permit through the start-up of plant operations.
(2) Start-up of plant operations through the permit expiration date.
(3) When discharging.
-------
1X0077593: Syngas Co., located at Strang and Sens Roads in Dear Park, Texas, is a
manufacturer of synthetic gas and methanol (SIC 2861) in the Organic Chemicals and
Plastics and Synthetic Fibers Category (40 CFR 414). Plant discharges are from three
outfalls to the San Jacinto Bay. Daily average flows of 0.49 mgd of process and lab
wastewaters and spillage and 3.5 mgd of sanitary wastewater, nonprocess utility water,
and contaminated stormwater runoff are from Outfalls 001 and 002, respectively.
Outfall 003 consists of a variable amount of uncantaminated stormwater runoff which
enters the bay untreated. Outfall 001 is pretreated chemically with processes
including neutralization, clarification, flocculation, and ammonia stripping; sludge
is treated biologically with activated sludge, thickened, then dewatered by a
filter press. Hie filter pressed sludge is conveyed by belt filters to a dumpster for
off-site disposal in a hazardous waste landfill. Sanitary wastewater at 002 is
treated by activated sludge (with extended aeration); the other waste streams to 002
are monitored in storm sewers and, if contaminated, diverted to an emergency retention
basin. There are no promulgated guidelines for this industry, therefore limits at 001
are based on concentrations using actual operating data. It is BPJ that the
pollutants are being discharged at the equivalent of BCT (TSS, TOC) and BAT (nickel,
cyanide) levels. BOD-5 and ammonia limits are exceptions based on Houston Ship
Channel Waste Load Allocations; pH limits are set within normal ranges. Effluent
limits at 002 are from the previous permit. Hie basis for the temperature limit is
not specified. Limits at 003 are based on Region VI stormwater guidance. 24 hour
static bioassays showing 80% survival in 100% effluent are required using Daphnia sp.
or Mysidopsis sp. Tests shall be quarterly for two years, and if test results show
greater than 20% mortality, a replacement 48 hour median LC50 test shall be conducted
on the originally collected sample. There is no BMP plan included in the permit.
Effective Date: October 16, 1984 Final Permit
Expiration Date: October 15, 1989 Abstract Date: April 28, 1986
EFFLUENT LIMITS (FINAL)
TX0077593: Syngas Co.
Pollutants Outfall Avq./Max. Limits* and Units
Flow : 001 : report
Monitoring
continuous
BOD-5 t :48/88 kg/d (26/48 mg/l^M
2/w 24 hr camp
TSS : s93/207 " (50/112 " ***)
•• «
TOC
:72/133 " (39/72 " ***)
II «
Aimoiia (as N)
:36/66 " f19/36 " ~~~>
It II
Cyanide, Amenable
*0.54/1.0 " fO.29/0.56) " ***)
1/w "
Nickel
:0.91/1.7 " (0.49/0.91 " ***)
II II
Vanadium
:report
1/m "
Temperature
• "
•
1/d in situ
Bianonitoring
: "
1/g 24 hr octod
pH : :6.0-9.0
continuous
Flow : 002 : report
ii
TOC
:—/75 mtj/1^*
1/w grab
Temperature
:—/43.3 C ~~
continuous
PH
:6.0-9.0
ii
TOC : 003 :—/75 mg/1
l/d****qrab
Oil and Grease
:—/15 mg/1
» **** «
PH
:6.0-9.0
" **** H
i
~Dally average/daily maximum. ~
~~Daily average/instantaneous maximum. ~
~~~Equivalent concentrations based on 0.49 mgd flow but not included in permit.
~*»*When discharging.
-------
TX0091855: CHEMTANK, located in Houston, Texas, operates a bulk liquid storage
terminal (SIC 4226) facility; the terminals are leased for the storage and processing
of various chemical products such as chlorinated organic compounds, phenols, cyanide
and petroleum products. She facility is a new source in the Shore Receptor and
Bulk Terminals Category (40 CFR 453). Stormwater runoff is discharged at Outfalls 001
and 002, and process wastewater is discharged at Outfall 003. All three waste streams
enter the Houston Ship Channel. Stormwater runoff is held and tested before
discharge. If the runoff at 002 does not meet the effluent limits, it receives oil/
water separation and is then diverted to the process wastewater treatment system which
includes separation, equalization, filtration, aeration, settling and chlorination.
Limits on 001 and 002 are based on EPA Region VI stormwater guidance (CCD, Oil and
Grease) and BPJ of EAT treatment levels (phenols, total purgeable halocarbons). It is
also BPJ that the limits on 001 represent BCT (BOD-5, TSS, oil and grease) and BAT
(GOD, phenols, cyanide, total purgeable hydrocarbons) levels. The BOD-5, TSS, and COD
mass limits are calculated using a 0.0565 mgd average flow and the following daily
average/daily maximum concentrations: BOD-5 - 30/60 mg/1, TSS - 35/70 mg/1, and COD -
300/450 mg/1. Quarterly bioassays shall be conducted for a period of two years. A
24-hour static method will be used for the determination of 80% survival of
Daphnia sp. or Mysidopsis sp. in 100% effluent (Outfall 001). If mortality is greater
than 20%, a replacement 48 hour median LC50 test is required on the originally
collected sample. A BMP plan is not included.
Effective Date: toy 3, 1985 Final Permit
Expiration Date: May 2, 1990 Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
TX0091855: CHEMTANK
Pollutants Outfall Avq. /Max. Limits*and Units Monitoring
Flow
:001, 002
report
:l/w(l)estimate
COD
:
—/150 mg/1**
: - (1) grab(2)
Oil and Grease
•
—/15 " **
: " (1> " (2)
Total Phenols
•
•
—/0.7 " **
tl/3m(l) " (2)
Total Purgeable Halocarbons***
: " m " (2)
PH
•
•
6.0-9.0
:l/w m " (2)
Flow
: 003
report
tl/d instant.
BOD-5
•
•
14.1/28.3 lb/d
:2/w 24 hr ccmp
TSS
:
16.5/33
2 h ii
COD
•
•
141.4/212
0 M M
•
Oil and Grease
:
10/15 mg/1
: 1/w grab
Total Cyanide
:
0.2/0.4
j M II
Total Phenols
•
•
0.5/0.7
s ll ll
•
Total Purgeable Halocarbons***
**+*
:l/m
Biarcnitoring
•
•
report
:l/g 24 hr ccmp
PH
:
6.0-9.0
:l/d grab
*Daily average/daily maximum.
~*Daily average/instantaneous maximum.
***EPA Test Method 601. '
****Daily maximum limits are as follows: Methylene chloride, phenol (carbolic acidTT
1,1,1-trichloroethane, acrylonitrile, carbon tetrachloride—50 ug/1; napthalene,
chlorobenzene—100 uq/1; 1,1,2-trichioroethane, chloroform—75 uq/1; toluene--
225 uq/1; benzene—125 uq/1; dichlorobenzene—250 uq/1; ethylbenzene—275 uq/1.
(1) When discharging.
(2) Samples to be obtained within 30 minutes after discharge begins.
-------
1X0094498: Uranium Resources, Inc. - Kingsville Dome Facility, is a New Source in the
Ore Mining and Dressing Category (40 CFR 440), located six miles south of Kingsville
in Kleberg County, Texas. The facility conducts in-situ leach uranium mining
operations (SIC 1094), and 400,000 pounds of U308 will be produced from five mine
areas over a six year period; possibly longer if new reserves are discovered or
recovery techniques improve. The uranium is removed and processed in a yellow cake
slurry, forming a precipitate. There is a discharge of mine process water and/or
restoration groundwater through Outfall 001 to Arroyo de Los Angeles, thence to Baffin
Bay thence to the Laguna Madre. Pollutants are removed from process waters either by
ion exchange or barium chloride precipitation. Effluent limitations are based on
NSPS guidelines (40 CFR 440.34(b), Subpart C, Uranium, Radium, and Vanadium Ores
Subcategory). A BMP plan and biomonitoring requirements are not included in the
permit.
Effective Dates October 16, 1984 Final Permit
Expiration Date: October 15, 1989 Abstract Date: February 13, 1986
EFFLUENT LIMITS (FINAL)
TX0094498: Uranium Resources, Inc.,
Kingsville Dcrre Facility
Pollutants
Outfall
Avq./Max. Limits*and Units
Monitoring
Flew
: 001 : report
Hp7l
:l/w 24 hr camp
TSS
:20.0/30.0
:100/200
COD
Zinc
:0.5/1.0
Ra 226 (Dissolved)
3.0/10.0
10.0/30.0
2.0/4.0
6.0 - 9.0
Ra 226 (Total)
Uranium
EH
grab
: : :
i : r
: : [
i : i
i : i
: : :
~Daily average/daily maximum.
-------
UT0000507: Phillips Petroleum Company's Woods Cross refinery is in the Cracking
Subcategory of the Petroleum Refining Category (40 CFR 419, Subpart B) and processes
25,300 bbls/day of feed stock to produce gasoline, distillates, fuel oils, asphalts,
and liquified petroleum gases (SIC 2911). Outfall 001 consists of 0.860 MGD of
process wastewater, miscellaneous washwater, cooling tower blowdown, water treater and
boiler blowdown, and stormwater runoff which is discharged into the State Industrial
Canal and/or the Great Salt Lake. Outfall 002 discharges 0.4 MOD of non-contact
cooling water into Mill Creek. Wastewater treatment includes sedimentation, oil
separation in an Mil Separator and Induced Ml. Flotation unit, and biological
treatment in a six-celled lagoon system. The effluent limitations are based on
secondary treatment standards and the State's EEI of BAT/BCT. Beginning in January
1988, quarterly acute Static renewal toxicity tests, using Ceriodaphnia and fathead
minnows, are required at Outfall 001. Should the first four consecutive tests
indicate no acute toxicity, the permittee may request that only one species be used in
the tests.
Effective Date: November 1, 1987 Fined Permit
Expiration Date: September 30, 1992 Abstract Date: March 13, 1989
EFFLUENT LIMITS (FINAL)
UT0000507: Phillips Petroleum Company
Pollutants Outfall Avo./taa*. Limits and Units Monitoring
Flow
001
monitor only
continuous
BCD 5
220/400 lb/d (25/35 ma/1
1/w grab
TSS
180/280 " (25/35 " *)
If N
COD
1500/3000 "
1/m
Oil and Grease
65/120 " (10/15 ma/1)
1/w
Phenolics Compounds
1.5/3.0 "
n n
Ammonia
120/270 "
n n
Sulfide
1.2/2.6 "
n n
Total Chromium
2.1/5.9 "
n «•
Hexavalent Chromium
0.17/0.39 "
n n
dH
6.5 - 9.0
n n
Flow
002
monitor onlv
l/m instant.
Temperature
27 C maximum
n n
pH
6.5 - 9.0
" grab
*3Q-<3ay avg/7-jay avg
-------
UT0000531: The Eastmen Christian. Inc. facility in Salt Lake City reclaims diamonds
and tungsten, as well as electroplating machine parts with chrome, nickel, zinc, and
copper (SIC unknown). This plant is in the flpnferrPUS MetfllS Manufacturing Category
(40 CFR 421, Subpart A & C) and the Metal Finishing Category (40 CFR 433, Subpart A).
Process wastewaters are treated by chromium reduction, precipitation, and
neutralization before being combined in a holding tank. From the holding tank,
treated process wastewaters are combined with noncontact cooling water and some
stormwater runoff prior to discharge via Outfall 001 to an unnamed tributary to Greafr
Sail IdJsfi, The effluent guidelines are the basis for the following effluent
limitations: TSS and oil and grease are BPT; cadmium, total chromium, hexavalent
chromium, iron, lead, and zinc are from the previous permit; and the remaining
parameters are based on BAT. A BMP Plan must be submitted within six months and
implemented no later than one year from permit issuance. As an alternative to
monitoring for TTO, the permittee may submit a Toxic Organic Management Plan within
three months of permit issuance.
Effective Date: August 17, 1986 Final Permit
Expiration Date: August 31, 1991 Abstract Date: March 6, 1989
EFFLUENT LIMITS (FINAL)
UT0000531: Eastmen Christian, Inc.
Pollutants Outfall Aygt/Max, limits and Vnits Monitoring
Flow : 001
monitor only
continuous
TSS :
0.83/1.6 lb/d (25/35 n»/l *)
2/m
coirm
Oil and Grease
—/10 ma/1
1/m
arab
Ammonia :
0.16/0.37 lb/d
1/y
n
Cadmium :
0.02/0.06
como
Hexavalent Chromium :
0.05/0.1 ma/1
1/m
*
Total Chromium :
0.16/0.25 lb/d
fl
n
Cobalt
0.0002/0.0003 "
l/y
arab
Copper :
0.053/0.088 "
1/m
comD
Cyanide :
0.06/0.11
l/y
qrab
Iron s
0.17/0.33
1/q
coiro
0.04/0.06
ft
ft
Nickel
0.06/0.1
n
*
Silver :
0.022/0.04
1/y
arab
Tunpsten :
0.0037/0.0092 "
l/q
Zinc • :
0.13/0.24
If
«i
TTO :
—/0.2
fl
COIUD **
dH
6.5 - 9.0
1/w
grab
*30-day ava/7-dav ava
**Sanples for yolatiles should be taken as grabs.
-------
VA0001015: The Appalachian Power Company operates a steam electric power plant (SIC
4911) in Carbo, and is in the Steam Electric Power Generating Category (40 CFR 423).
Wastewater consists of reclaim pond overflow (001), wastewater treatment plant
effluent (003), cooling tower blowdown (004), low volume waste stream (005), material
storage and construction runoff (007, 014), sewage treatment plant effluent (008), and
cooling tower overflows and drains (009, 010, 011, 012). All outfalls empty into the
Clinch River. Treatment consists of unspecified physical, chemical, and biological
processes. Effluent limitations are based on State water quality standards and
BPT/BftT guidelines. An annual quantitative benthic macroinvertebrate survey q£ tha
receiving stream must be conducted between mid-August and the end of September.
Sampling must represent control, impact, and recovery zones to determine whether there
is a significant impact and if a particular source(s) of toxicity must be identified
and whether toxicity reduction must be accomplished for that source(s). During the
first year, a 21~day chronic toxicity test, using Daphnia magna, must be performed on
outfalls 003, 004, 005, and the receiving stream. The receiving stream evaluation
must consist of toxicity tests on ambient stream samples from the Clinch River and
Dump's Creek representing control stations, zones of impact, and recovery stations.
The goal is to determine which outfalls are chronically toxic and to define the zone
of chronic toxicity instream. Semi-annual analyses for total recoverable zinc and
copper must be conducted on outfalls 003, 004, and 005.
Effective Date: February 28, 1985 Final Permit
Expiration Date: February 28, 1990 Abstract Date: December 21, 1988
EFFLUENT LIMITS (FINAL)
VAQ001015: Appalachian I
Pollutants
5ower Con*
Outfall
>any
Avg./Max, Limits* and Units Monitaiina
•
Flow
001
monitor onlv :l/m measure
while discharging
TSS
30/100 ma/1
1/m grab
Oil and Grease
15/20 "
»t n
dH
6.0 - 9.0
1/w grab
Flow
004
monitor onlv
continuous
Flow 009.010.011.012 monitor only
I/in estimate
Teraoerature 004.009.010.011.012 not to exceed lowest tenro. of
continuous
•
recirculating cooling water
Free Available Chlorine**
56/140 g/hr 10.2/0.5 ma/1)
1/d grab
TSS
30/100 mp/1
l/n»
Oil and Grease
15/20 "
n n
DH
6.0 - 9.0
1/w grab
Flow
003.005
monitor onlv
7/m measured
TSS
30/100 mg/1 (as of Dec. 1. 1985)
" 24-hr comD
Oil and Grease
15/20 "
1/q grab
DH
6.0 - 9.0
9/m
Flow
007
monitor onlv
" estimate
TSS
—/50 ma/1
¦ grab
DH
6.0 - 9.0
n w
Flow
008
monitor onlv
1 M
BGD5. Suspended Solids
1.36/2.04 kg/d f30/45 ma/1)
l/m grab
Chlorine Residual
shall not exceed 4.0 ma/1 ***
fi/w grab
DH
6.0 - 9.0
n n
Flow
014
monitor onlv
1/m estimate
TSS
—/50 ma/1 finclude 10-yr 24-hr rain)
grab
PH
$.0 - 9.Q
n n
»Avo. Monthly/Max. Daily
**FAC shall not be discharged from any unit for more than two hours in flnv One flSY.
***No more than 12 analyses shall be outside the range of 1.0 - 2.0 ma/3 for Any month
-------
VA0001295: Westpoint Pepperell, Inc., Reysville Plant, located in Keysville,
Virginia, manufactures tufted rugs and related bath accessories from cotton and
synthetic yarn (SIC 2272). Operations include tufting, coating, cutting and piece
dyeing, with total production reported as 7123 pounds of carpet per day. The facility
is in the Textile Mills Category (40 CFR 410) and there is a single discharge of 0.162
mgd from Outfall 001 to Ash Camp Creek consisting of process wastewater, nonoontact
cooling water, and boiler blowdown. Wastewaters are treated by screening,
aerated lagoons, chemical precipitation, chlorination, and dechlorination; sludge is
disposed in landfills and sludge lagoons. Limitations are BCT( =EPT)/BAT~based on
EPA effluent guidelines for the Low Water Processing ("general processing") and Carpet
Finishing ("simple manufacturing") Subcategories, using the production rate mentioned
above. Zinc, total chlorine residual, and color are exceptions, based instead on
water quality standards. The permit contains a reopener clause to establish a
Toxics Monitoring Program depending an the State Water Control Board's reevaluatian of
an existing zinc variance from water quality standards in the receiving stream. A BMP
Plan is not included in the permit.
Effective Dates April 26, 1985 Final Permit
Expiration Date: April 26, 1990 Abstract Date: January 7, 1985
EFFLUENT LIMITS (FINAL)
VA0001295: Westpoint Pepperell, Inc.
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flow
001
monitor only
continuous
BQD-5
15/30 kg/d (24.4/48.8 mo/lM
1/w 24 hr ccnc
CCD
118/236 " (192/384 " ~)
2/w
TSS
20/40 " (32.6/65.1 " ~)
1/w
Color
220/340 AEMI units
it ii
Chromium, Total
0.06/0.13 kg/d (0.098/0.21 irq/1*)
1/m "
Phenol,
0.06/0.13 " { " " " ~)
II tt
Sulfide
0.13/0.26 " (0.21/0.42 " ~)
li i«
Zinc, Total
—/4.0 mg/1
tt it
Chlorine Residual, " ~~
—/0.1
1/d grab
PH
6.0 - 9.0
if *i
~Equivalent concentrations based on 0.162 mgd flow, but not included in permit.
~~If chlorinating for color removal.
-------
VA0001660: United States Gypsum Company, located in Danville, Virginia, manufactures
smooth two-side hardboard where operations include wood pulping, wet forming and dry
pressing (SIC 2499) and production is reported as 1,000,000 pounds hardboard per day.
The facility is in the Pulp, Paper and Paper Board Category (40 CFR 430) and there is
a single discharge from (Xitfall 001 to the Dan River which consists of 1.02 mgd
process wastewater and 0.01 mgd sanitary wastewater. Wastewater treatment consists of
secondary treatment system which includes an aeration pond, activated sludge
treatment, and settling pond. Sludge is disposed of by land application. Effluent
limitations on TSS and oil and grease are based on EPT/BAT effluent guidelines, and
BOD is limited by water quality standards. A schedule of compliance requires that
the ammonia limit be achieved eighteen months after permit issuance. Upon completion
of the treatment system to reduce ammonia concentration levels, semi-annual bioassays
using fathead minnows (96 hour acute tests) and mayfly species (48 hour acute tests)
must be conducted. A toxic monitoring program is required where monthly sampling for
zinc, copper, trivalent and hexavalent chromium, iron, and phthalate esters is
required. There is no BMP Plan included in the permit.
Effective Date: July 3, 1984 Final Permit
Expiration Date: July 3, 1989 Abstract Date: May 30, 1985
EFFLUENT LIMITS (FINAL)
VA0001660: United States Gypsum Company
Pollutants Outfall Avq./Max. Limits and Units Monitoring
: :
Flow
001
report
continuous
BOD-5
971/2913 ka/d (249/746 m/1*)
1/d 24 hr camp
TSS
1720/5160 " (440/1322 " *)
M II
Oil and Grease
49.1/74 " f12.6/18.9 " *)
1/w grab
Ammonia
—/5 ma/1
» »
PH
6.0 - 8.5
1/d
~Equivalent concentrations based on 1.03 mgd, but not included in permit.
-------
VA0002160: E.I. duPont de Nemours &. Co.. Inc., in Waynesboro, manufactures acrylic,
aramid, nylon, and spandex resins (SIC 2821) and fiber (SIC 2824). This facility is
in the Organic Chemicals. Plastics. aM Synthetic Fiber Category (40 CFR 414).
Internal Outfall 101 discharges effluent from the Wastewater Treatment System and
Internal Outfall 201 discharges cooling tower blowdown. These two outfalls are
combined and discharged to the South River via Outfall 001. Once-through cooling
water (CXitfall 007) and cooling tower blowdown (Outfall Oil) are also discharged to
the South River. The wastewater treatment facilities are comprised of premixing.
neutralisation? equaljgation, cooling, activated Sludge with biological nitrification,
extended aeration, and dual media filtration. Effluent limitations are based on BEJ.
of BCT, EAT, and State water quality Standard?. Annual static acute toxicity tests.
using Daohnia pulex or Daphnia magna and fathead minnow, are to be conducted to
determine the LC50 of the effluent at Outfall 001. Should the LC50 be less than 100%,
additional testing may be required. This same toxicity testing procedure is also to
be performed during the first two years on Outfall 011, and during the first year on
CXjtfall 007. On a monthly basis, Outfall 001 is to be analysed for dissolved
hexavalent chromium; total recoverable cadmium, silver, mercury, copper, and zinc;
free cyanide; phenol; and bis (2-ethylhexyl) phthalate. Once per month for the first
three months, Outfall 001 is also to be analysed for total thallium. A BMP Plan must
be submitted within six months and implemented within twelve months of the effective
date of the permit.
Effective Date: October 17, 1986 Final Permit
Expiration Date: October 17, 1991 Abstract Date: December 21, 1988
EFFLUENT LIMITS (FINAL)
VA0002160: E.I. duPont de Nemours & Co., Inc. (Page 1 of 2)
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
FlOW
ML
monitor only
continuous
B
64/134 ks/sL
1/d 24-hr cqrp
TSS**
308/870
Total ftnroonia**
12/23
Total Cyanide
Q.95/2.2
IZm giafe.
Oil and Grease
10/15 ma/1
Tenperature
21_£_
continuous
Dissolved Oxygen (6/1 - 10/31)
6.0/— ma/1 minimum value
lZd grab
Nitrate Nitrogen
monitor only
1/w 24-hr carp
Total Phosphorus
m.
6.0 - 9.5
continuous
FlOW
1Ql_
monitor only
1/d 24-hr cony
TSS.
Total Cyanide
1/h siab.
Total Arsenic
2/m 24-hr corrp
Total Chromium
Total copper
Total Lead
Total Mercury
Total NicKel
Total Selenium
Total Zinc
Total Cadmium
Total Silver
Acrolein
Acrvlonitrile
*Ava. Monthly/Max. Daily
"Limitations & monitoring requirements are applicable to the combined discharge from
Outfalls nm an* mi.
-------
VA0002160: E*Ll duPont Nemours &. Co.. Inc.. in Waynesboro, manufactures acrylic,
aramid, nylon, and spandex resins (SIC 2821) and fiber (SIC 2824). This facility is
in the Organic Chemicals. Plastics, god. Synthetic Fiber Category (40 CFR 414).
Internal Outfall 101 discharges effluent from the Wastewater Treatment System and
Internal CXitfall 201 discharges cooling tower blowdown. These two outfalls are
combined and discharged to the South River via Outfall 001. Once-through cooling
water (CXitfall 007) and cooling tower blowdown (Outfall 011) are also discharged to
the South River. The wastewater treatment facilities are comprised of premixina.
neutralization equalisation, cooling activated Sludge with biological nitrification,
extended aeration, and dual media filtration. Effluent limitations are based on BPJ
of ECL. B&L and State water quality standards. Annual static acute toxicity tests,
using Daphnia pulex or Daphnia magna and fathead minnow, are to be conducted to
determine the I£50 of the effluent at Outfall 001. Should the LC50 be less than 100%,
additional testing may be required. This same toxicity testing procedure is also to
be performed during the first two years on Outfall 011, and during the first year on
Outfall 007. Oi a monthly basis, Outfall 001 is to be analysed for dissolved
hexavalent chromium; total recoverable cadmium, silver, mercury, copper, and zinc;
free cyanide; phenol; and bis (2-ethylhexyl) phthalate. Once per month for the first
three months, Outfall 001 is also to be analysed for total thallium. A BMP Plan must
be submitted within six months and implemented within twelve months of the effective
date of the permit.
Effective Date: October 17, 1986 Final Permit
Expiration Date: October 17, 1991 Abstract Date: December 21, 1988
EFFLUENT LIMITS (FINAL)
VA0002160: E.I. duPont de Nemours & Co., Inc. (Page 2 of 2)
Pollutants CXitfall Avg./Max. Limits* and Units Monitoring
Flow
: 201 :monitor only
1/d calculated
Total Chromium
: -.2.8/3.3 ka/d
1/w 24-hr comp
Total Zinc
: :14.0/16.7 "
ft ft
Flow
: 007 :monitor onlv
continuous
Temperature
: :31 C
II
PH
: :6.5 - 9.5
1/w arab
Flow
: 011 :monitor onlv
continuous
See the parameters for CXitfall 001 marked (**)
Oil and Grease
s :10/15 ma/1
1/w arab
Total Chromium
: s0.43/0.52 kg/d
" 24-hr como
Total Zinc
: :2.1/2.6
II II
Temperature
: :31 C
continuous
Total Aircnonia as N
: :monitor onlv
1/w 24-hr comp
pH
: :6.0 - 9.5
continuous
• •
• •
• •
• •
• •
• •
• •
• •
*Avq. Monthly/Max. Paily -
~~Limitations & monitoring requirements are applicable to the combined discharge from
Outfalls 001 and 011.
-------
VA0003051: Virginia Dyeing and Finishing Corporation of Emporia, Virginia, is in the
Textile Mills Category (40 CFR 410). The facility is engaged in the dyeing and
finishing of woven fabric (SIC 2262), 90% of which is synthetic, 10% natural fabrics
in the Woven Fabric Finishing Subcategory (24,200 lbs/day). In the Low Water Use
Subcategory, the facility produces 3,000 lbs/day foam backing of drapery materials
(SIC 2295) and Belding Hausman Fabrics, a nearby facility, contributes wastewater from
the production of 20,627 lbs/day broad woven fabrics (SIC 2221). Dyehouse and
slashing wastewater, foam process washup, air compressor and air conditioner water,
and boiler blowdown are treated in an aerated lagoon before discharge from Outfall 001
to the Meherrin River at a rate of 0.092 mgd. Effluent limits at the facility are
based on EPT/BftT effluent guidelines except pH which is water quality limited.
Bioassay tests (a 48 hour acute daphnia test, and a 96-hour fathead minnow test) are
required to be conducted semi-annually and a report shall be submitted within two
months following initiation of the activity. After two years, toxicity monitoring
requirements may be changed. There is no requirement for a BMP Plan included in the
permit.
Effective Date: January 31, 1984 Final Permit
Expiration Date: January 31, 1989 Abstract Date: March 15, 1985
EFFLUENT LIMITS (FINAL)
VA0003051: Virginia Dyeing and Finishing Corporation
Pollutants Outfall Avq./Max. Limits and Uhits Monitoring
Flow : 001
report
continuous
BOD-5 :
44/88 kg/d fl26/252 ira/1*}
1/m 24 hr oano
COD :
444/887 " (1273/2543 " *)
ii ii
TSS :
105/211 " (301/604 " *)
ft t*
Sulfides :
1.1/2.4 " (3.2/6.8 " *)
M «|
Total Phenol :
0.54/1.1 " (1.5/3.2 " *)
tl II
Total Chromium :
0.54/1.1 " (1.5/3.2 - *)
H II
PH :
6.0 - 8.5
1/w grab
:
:
:
:
:
:
:
:
:
:
:
:
* Equivalent concentrations based an 0.092 mgd, but not included in permit.
-------
VA0003433: Hercules. Inc.. is located In Franklin, and is in the Sum Wood
Chemicals Category (40 CFR 454). This facility processes crude tall oil into rosin,
pitch, and fatty acids by fractionation, processes rosin into a paste sizing agent
(Aquapel), and produces organic peroxide (SIC 2861, 2869). Outfall 001 discharges
untreated non-contact cooling water into Will's Gut and Outfall 002 discharges treated
process wastewater to the Nottoway River. The process wastewater flows through two
oil skimming basins to an equalization pond. From here, it is pumped to
neutralization tanks and then to an activated sludge aeration tank. Upon leaving the
aeration tank, the effluent flows through a rectangular clarifier before being
discharged to the receiving stream. Waste sludge is sprav irrigated. Effluent
limitations are based on promulgated BPT guidelines (proposed BCT) that have been
determined to be the State's Efil for BCT/BAT. For a period of two years, the
permittee is required to conduct quarterly static acute toxicity tests, using Daphnia
pulex (48-hr) and fathead minnows (96-hr), to determine the LC50 of Outfall 002.
Should the LC50 be less than 100%, additional toxicity testing may be required. At
the conclusion of two years of testing, the most sensitive of the two species may be
chosen as a single test organism and testing may be reduced to a semi-annual basis. A
GC-MS Scan for priority and non-priority pollutant organics must be conducted during
the first year of the permit. For the first eight weeks, weekly analyses must be
performed for the following parameters at the designated detection levels: total
recoverable lead (1.0 ug/1), total recoverable nickel (25 ug/1), total recoverable
silver (0.2 ug/1), phenol (10.0 ug/1), and total phenols (10.0 ug/1).
Effective Date: September 16, 1985 Final Permit
Expiration Date: September 16, 1990 Abstract Date: December 20, 1988
EFFLUENT LIMITS (FINAL)
VA0003433: Hercules, Inc.
Pollutants Pitfall Avg./Max. Limits* and Units Monitoring
Flow
001
monitor only
1/m measured
Temperature
85 F
" immersion
stabilization
dH
6.0 - 9.0
1/m grab
Flow
002
monitor onlv
continuous
BOD5
558/1050 lbs/d
1/w 24-hr comD
TSS
245/711 "
it n
Total PhosDhorus
15.5/31
n n
dH
6.0 - 9.0
" grab
*Avg. Monthlv/Max. Daily
-------
VA0003654: BASF Corporation - Fibers Division, in Williamsburg, produces acrylic
fibers, acrylic apparel spun yarns, and antistatic yarns (SIC 2281, 2299, and 2824).
This facility is in the Organic Chemicals. Plastics, and Synthetic Fiber Category (40
CFR 414). Three separate sewers (chemical, dye, and sanitary) enter the 0.65 MGD
treatment facility. The treatment facility consists of a primary clarifier. two
trickling filters, two rotating biological contactors, and four lagWDSr that are used
for aeration, polishing, and the addition of sulfuric acid for the precipitation of
sulfur dyes and zinc. Treated wastewater is discharged via Outfall 101 to a fire
pond that discharges to an unnamed tributary to Wood Creek through Outfall 001.
Cutfall 002 discharges untreated non-contact cooling water to the James River. Sludqe
is pumped to one of the several sludge lagoons located on the property. The sludge
lagoons are dewatered by gravity drains that return the underflow to one of the
lagoons. Effluent limitations are based on BPJ for BCT and BAT (utilizing a 99th
percentile statistical analysis), and State water quality standards. Semi-annual
Static acute toxicity tests, using My^jfopsiS bahia (48-hr) and Cvprinidon varieoat-iis
(96-hr), are required to determine the LC50 of the effluent at Outfall 001. Should
the LC50 be less than 100%, additional testing may be required. Beginning the second
year after permit issuance and annually, thereafter, a 7-day mysid chronic toxicity
test must be performed, to determine the "No Observed Effect Concentration." A gc-ms
Scan for priority and non-priority pollutant organics is required one year prior to
permit expiration. The effluent is also to be analyzed for the following parameters:
total recoverable antimony, arsenic, beryllium, cadmium, copper, lead, mercury,
nickel, selenium, silver, thallium, and zinc; dissolved hexavalent and trivalent
chromium; free cyanide; and total phenols. Should the results of these tests indicate
toxic amounts, or bioaccumulative pollutants, the permittee will be required to submit
a Toxicity Control Plan and an implementation schedule within 90 days of notification
by the State. The permit also requires a BMP Plan be submitted within six months of
the effective date. The permittee must conduct a study of Wood Creek, Skiffes Creek,
and the James River to determine if Water Quality Criteria for zinc, mercury, ammonia,
phthalate esters, copper, cyanide, and phenols may be exceeded.
Effective Date: September 30, 1986
Expiration Date: September 30, 1991
Abstract Date:
Final Permit
December 20, 1988
EFFLUENT LIMITS (FINAL)
VA0003654: BASF Corp. - Fibers Division
Pollutants Outfall Avg./Max. Limits* and Units
Monitoring
Flow
001
monitor onlv
continuous
TSS
213/461 lb/d (6.7/14.4 ira/l)
1/w 24-hr camp
Zinc
monitor onlv
VI ft
Copper
It
1/m
Chromium (Total)
II
1/a
Cvanide
n
n ft
Phenols
n
ft ft
Phthalates
n
ft ft
DH
6.0 - 9.0
l/d arab
Flow
101
monitor onlv
continuous
BOD5
85/152 lb/d (26/47 ma/1)
3/w 24-hr comp
COD
monitor onlv
l/d
TSS
n
" grab
Zinc
5.6/13.3 lb/d (1.7/4.1 ma/1)
" 24-hr conn
Coooer
monitor onlv
1/m
Acrylonitrile
ft
ft ft
Fecal Coliform
200/400 #/100 ml
l/d grab
Flow
002
monitor onlv
1/w estimate
Temperature
43 C
" in-situ
DH
6.0 - 9.0
" grab
*Avg. Monthly/May, naily
-------
VAQ003697: PabCOCK aM Wilcox Company - Naval Nuclear Fuel Division, located in
Lynchburg, is involved in the manufacturing of nuclear reactor cores (SIC 3443).
There is no Point Source Category for this facility. Wastewaters originating from
metal pickling operations in the uranium and non-uranium production areas, sanitary
facilities, and from a water treatment plant are discharged to the James River via
Outfall 001. Treatment consists of neutralizing the acids from the pickling
operations, followed by clarification, and sanitary wastes are treated in a package
secondary treatment facility. Following treatment, all wastewaters are routed to a
holding pond where they are chlorinated before being discharged. Effluent limitations
are based on B£T and Stat? water Quality standards. Semi-annual static acute toxicity
tests are to be conducted, using Daphnia pulex (48-hr) and fathead minnows (96-hr).
An LC50 is to be determined, and should the LC50 be less than 100%, further toxicity
testing may be required. A special permit condition requires a two-year program to
evaluate both the hot and cold pickle process internal discharge streams. Parameters
to be tested are: TSS, cadmium, chromium, copper, lead, nickel, zinc, and oil and
grease. One year before the termination of the permit, a complete GC-MS scan for
volatile and extractable organics at Outfall 001 must be performed to determine the
presence of priority pollutant organics and other organics in the effluent. The
permit contains a reopener clause.
Effective Date: March 29, 1985
Expiration Date: March 29, 1990
Abstract Date:
Final Permit
December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0003697: Babcock and Wilcox Conpany - Naval Nuclear Fuel Division
Pollutants Outfall Avg./Max. Limits* and Units
Monitoring
FlOW
J&L
monitor only
continuous
ISS_
18,2/35,4 ksZd (40/80 lbs/d
l/w 24-hr cornp
BOD5
18.2/36.4
(40/80
Chromium (Total)
0-1/0.2
(0.2/0.4
Copper
l.Q/1.5
(2.2/3.3
Fluoride
15.0/3Q.Q
(33/66
Oil and Grease
9.1/14
(20/30
grab-
Cadmium (Total)
-/0.04 ma/1
1/rn 24-hr comp
Chlorine fiegjdual
ltQ/1,5
Fecal Coliform
2QQ/4QQ »/ioo ml
1/m grab.
eh_
6.0 - 8.5
continuous
Cadmium (Active)
monitor only
7/y 24-hr COUP
Dissolved Hexavalent Chromium
Mercury (Total Recoverable)
Molybdenum ;
Antimony ;
Dissolved Trivalent Arsenic
Beryllium
Active Lead l_
Nickel (Total Recoverable)
Total Inorganic Selenium
Thallium
Zinc (Total Recoverable)
Free Cvanide
Vanadium
Boron
*Ava. Monthlv/Max. Daily
-------
VA0004677: Burlington Industries. Inc., located in Glasgow, manufactures, dyes, and
finishes woven and tufted carpets (SIC 2272, 2271, 2269, 2281) and is in the Textile
Mills Category (40 CFR 410). Wastewaters, consisting of process wastewater from
carpet manufacturing (Outfall 001), cooling (002, 003, 005, 006, 007) and sanitary
wastes (004) are discharged to the Maurv River. Outfall 008 is an internal monitoring
point. Treatment for the industrial process wastewaters consists of screening, an
aerated lagoon, final clarification, and a polishing pond. Sanitary wastewater is
treated by screening, activated sludge, and chlorination. Spent cooling waters are
discharged untreated. Effluent limitations are based on BPT. the State's BPi of g£T
and BAT guideline?, State water quality standards, and the definition of secondary
treatment for the sanitary discharge. Annual static acute toxicity tests are to be
conducted on CXitfall 001, using Daphnia pulex (48-hr) and fathead minnows (96-hr). An
LC50 is to be determined, and should the LC50 be less than 100%, further toxicity
testing may be required. Within 90 days of the permit modification date, the
abovementioned toxicity tests are to be conducted on Outfall 007 in an effort to
evaluate effluent toxicity. One year before the termination of the permit, a complete
GC-MS scan is to be completed to determine the presence of priority pollutant organics
and other organics in the effluent. The permittee is required to continue the ongoing
Ground water Monitoring Program.
Effective Date: June 4, 1985 Final Permit
Expiration Date: June 4, 1990 Abstract Date: December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0004677: Burlington Industries, Inc.
Pollutants CXitfall Avg./Max. Limits* and Units Monitoring
Flow
001 :monitor onlv
continuous
TSS
:1253/2507 kg/d
2/w 24-hr camp
BOD5
:707/1414
II II
COD
:7334/14.668 "
n n
Chromium (Total)
:5.0/10.0
l/w
Phenols (Total)
•5.0/10.0
" grab
Sulfide
:10.0/20.0
" 24-hr ccmp
Zinc (Total)
/3.0 ma/1
1/m
TON
:monitor onlv
n n
Anmonia - N
n n
Nitrates - N
"
n n
dH
:6.5 - 9.5
l/d grab
Pinw 002.003.005.006.007 monitor onlv
1/m estimate
Temperature
/31 C
2/m in-situ
PH
:6.5 - 9.5
2/m grab
Flow
004 :monitor onlv
l/d measured
BOD5
:30/— na/1 (4.4/— kg/d)
1/m grab
SusDended Solids
:30/— " (4.4/— " )
ii n
Chlorine Residual
: < 4.0 ma/1 at all times **
i/d
dH
:6.5 - 9.5
n n
Flow
008 :monitor onlv
1/m estimate
TSS
s30/100 ma/1
grab
Oil and Grease
:15/20 n
n n
dH
:6.5 - 9.5
n 9i
*Ava. Monthlv/Max. Dailv
**No more than 12 analvses Der month mav be outside the range of 1.0 -
2.0 mo/1.
-------
VA0004804: The Newport News Shipbuilding and Drvdock Company, in Newport News, is
involved in the building, maintenance, and repair of ships (SIC 3731) and is in the
Shipbuilding and Repair Category (40 CFR 470). Outfalls 018, 022, 032, 037, and 044
discharge waters from the drydocks and shipway dewatering. Treatment consists of
drydock cleaning prior to flooding. Outfalls 017, 021, 031, 036, 041, and 043
discharge waters from the drydocks and shipway drainage, and treatment consists of
baffles and dams for solids removal. There are trenches around the areas to avoid
contamination of waters from potential pollutants from the drydock and shipway floors.
Outfall 042 is from the oil recovery barge and is treated by an oil/water separator.
Outfalls 052 and 053 consist of wastewater from the water deionizer, which is
neutralized prior to discharge. The remaining thirty-five outfalls consist of non-
contact cooling water, boiler blowdown, and stormwater runoff. All outfalls empty
into the James River. Effluent limitations are based on State water quality
standards! E&L and the Guidance Document Shipbuilding Repair. Annual static
flCUte toxicity tests, using mysid shrimp and sheepshead minnows are required on
Outfalls 017, 018, 021, and 042. An LC50 is to be determined, and should the LC50 be
less than 100%, additional testing may be required. During the first two years, an
instream survey of the macrobenthos must be conducted in the vicinity of the facility.
The study must be designed to quantify the biota, as well as elucidate density and
diversity values of various locations emanating from the facility. Concurrent with
the toxicity tests, analysis for the following parameters must be performed: free
cyanide, total phenols, and total recoverable antimony, trivalent arsenic, beryllium,
cadmium, hexavalent chromium, trivalent chromium, copper, lead, mercury, nickel,
selenium, silver, thallium, and zinc. The permit contains a reopener clause for the
incorporation of effluent limitations for tributyltin, an anti-fouling paint. The
permittee must notify the State prior to applying or removing these organotin paints.
The permit requires the implementation of BMPs to comply with the Water Pollution
Control Plan.
Effective Date: July 1, 1986
Expiration Date: July 1, 1991
Abstract Date:
Final Permit
March 30, 1989
EFFLUENT LIMITS (FINAL)
^0004804: Newport News Shipbuilding and Drydock Co. (Page 1 of 2)
Pollutants Outfall Avg./taax. Limits and Units
Monitoring
Flow
• •
001.003.010.019.038.050.051 monitor onlv
1/w measured
Temperature
•
—/43 C
•f
I-S
pH
•
:6.0 - 9.0
n
grab
Flow
002.009.016.023^ monitor onlv
1/a measured
Temperature
•
—/43 C
It
I-S
dH
•
:6.0 - 9.0
n
grab
Flow
004.006.007.008.011.012 monitor onlv
n
measured
Temperature
•
/38 C
it
I-S
pH
•
6.0 - 9-0
it
grab
Flow
015.024.029.030:monitor onlv
l/m estimate
Temperature
•
—/38 C
fl
I-S
pH
•
:6.0 - 9.0
it
arab
Flow
017.021.031.036.041.043 monitor onlv
n
estimate
TSS
n
it
8-hr comp
Chromium (Total) s
n
n
n
Copper " :
—/490 ua/1
VI
n
Zinc " r
monitor onlv
n
it
Lead " :
—/335 uo/1
«i
n
Tin " :
monitor onlv
H
*t
Soluble Zinc :
M
n
n
Soluble Tin •
n
n
n
Oil and Grease s
n
it
arab
-------
VA0004804: The Newport News Shipbuilding Drvdock Company, in Newport News, is
involved in the building, maintenance, and repair of ships (SIC 3731) and is in the
Shipbuilding and Repair Category (40 CFR 470). CXatfalls 018, 022, 032, 037, and 044
discharge waters from the drydocks and shipway dewatering. Treatment consists of
drydock cleaning prior to flooding. Outfalls 017, 021, 031, 036, 041, and 043
discharge waters from the drydocks and shipway drainage, and treatment consists of
baffles and dams for solids removal. There are trenches around the areas to avoid
contamination of waters from potential pollutants from the drydock and shipway floors.
Outfall 042 is from the oil recovery barge and is treated by an oil/water separator.
(Xitfalls 052 and 053 consist of wastewater from the water deionizer, which is
neutrali2ed prior to discharge. The remaining thirty-five outfalls consist of non-
contact cooling water, boiler blowdown, and stormwater runoff. All outfalls empty
into the James River. Effluent limitations are based on State water quality
standards, EEsL and the Guidance Document j&I Shipbuilding sM Repair. Annual static
acute toxicity tests, using mysid shrimp and sheepshead minnows are required on
Outfalls 017, 018, 021, and 042. An IC50 is to be determined, and should the LC50 be
less than 100%, additional testing may be required. During the first two years, an
instream survey of the macrobenthos must be conducted in the vicinity of the facility.
The study must be designed to quantify the biota, as well as elucidate density and
diversity values of various locations emanating from the facility. Concurrent with
the toxicity tests, analysis for the following parameters must be performed: free
cyanide, total phenols, and total recoverable antimony, trivalent arsenic, beryllium,
cadmium, hexavalent chromium, trivalent chromium, copper, lead, mercury, nickel,
selenium, silver, thallium, and zinc. The permit contains a reopener clause for the
incorporation of effluent limitations for tributyltin, an anti-fouling paint. The
permittee must notify the State prior to applying or removing these organotin paints.
The permit requires the implementation of BMPs to comply with the Water Pollution
Control Plan.
Effective Date: July 1, 1986 Final Permit
Expiration Date: July 1, 1991 Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
^0004804: Newport News Shipbuilding and Drydock Co. (Page 2 of 2)
Pollutants Outfall ftvg./Ma*. Limits and Units
Monitoring
Nickel (Total) 017.021-031.036.041.043 fflpnitM Wily
;l/m B-hr com
Tributyltin
(see narrative).
ea_
rt.O - 9.Q
lZm grab
flow
018.022.032.037.044 These outfalls must meet
Control Plan.
Flow
042
monitor onlv
1/m estimate
Temperature
—/40 C
I-S
Oil and Grease
—/15 ma/1
" grab
pH
6.0 - 9.0
ft VI
Flow
048.049
monitor onlv
" estimate
Temperature
—/43 C
I-S
oH
6.0 - 9.0
" grab
-------
^0005215: The Norfolk Naval Shipyard, in Portsmouth, is the oldest and largest Naval
shipyard in the United States and the primary mission of the shipyard is to provide
logistic support for assigned ships, service craft, perform construction, conversion,
overhaul, repair, alteration, dry docking, and outfitting ships and craft (SIC 3731,
9711). The facility is in the Shipbuilding and Repair Category (40 CFR 470). There
is a steam electric power generating station (SIC 4911) which falls under the Steam
Electric Power Generating Category (40 CFR 423). CXitfall 001 (1.4 MGD) is for the #56
storm sewer and includes the once-through power plant condenser cooling (internal
monitoring point 201). Effluent limitations for this outfall are based on the
categorical effluent guidelines for low volume wastes and cooling water discharges
from steam electric power plants. The remaining outfalls are described as follows:
003, 005, 006 -drainage sumps for drydocks 2, 4, and 8, respectively; 007, 008, 010,
021, 022 - storm sewers; 020 - industrial waste treatment plant effluent; 023, 024 -
oil/water separator: 100 - storm sewer discharges. The Industrial Waste Treatment
Plant consists of an inline mixer. reaction tank, dissolved ait flotation (PfiF). D&E
SCiAID removal system. o£ adjustment tank, thickener tank, and sludge filter- Effluent
limitations are based on State water quality standards and wasteload allocations,
except for Outfall 020, which is based on BPT/kAT effluent guidelines from the Metal
Finishing Category (40 CFR 433). CXitfalls 023 and 024 discharge to Paradise Creek and
the remaining outfalls discharge to the Southern Branch of the Elizabeth River. A BMP
Plan is to be developed within 6 months and implemented no later than one year from
the effective date of the permit. The permittee is required to submit a plan for a
Toxics Monitoring Program within 180 days of the effective date of the permit.
Effective Date: October 11, 1985 Final Permit
Expiration Date: October 11, 1990 Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
VA0005215: Norfolk Naval Shipyard (Page 1 of 2)
Pollutants Outfall Avo./Max. Limits and Units Monitoring
Flow
001
monitor only
1/w estimate
Temperature
35/43 C
•1
I-S
dH
en
0
1
9
O
1/m
grab
Flow 003.005.006,
monitor onlv
l/m recorded
Total Organic Carbon
II
n
grab
Oil and Grease
VI
n
n
Fecal Coliform
n
n
n
Cadmium (Total)
—/100 ug/1
M
24-hr como
Chromium "
—/100 "
H
n
Coooer "
—/335
n
n
Mercurv "
—/2
n
ii
Zinc "
—/765
N
M
Lead "
—/100 "
n
VI
Nickel "
monitor only
n
II
Hexavalent Chromium
91
n
n
Dissolved Tributvltin Oxide
" (Dermittee must develoo
»
analytical protocol)
dH
6.0 - 9.0
l/m
grab
Flow
007
monitor onlv
l/m estimate
Fecal Coliform
VI
n
grab
Phosphorus (Total)
II
n
24-hr como
Cadmium (Total)
n
n
- n
Cooper "
it
«
n
Nic eel
n
H 1
n
Cvanide "
IV
n
if
dH
6.0 - 9.0
it
grab
!
»
-------
EFFLUENT LIMITS (FINAL)
VA0005215: Norfolk Naval Shipyard (Page 2 of 2)
Pollutants
Outfall
Ava./Max. Limits and Units
Monitoring
Flow
0Q8.Q1Q.022
monitor only
1/m estimat-?
Temperature
Jh£_
Cooper (Total)
24-hr cony
Hexavalent Chromium
Cyanide (Total)
eH.
6.0 - 9.0
grab
Cadmium (Total)
FJ.0W
_Q1Q_
rconitor only
24-hr comp
jm.
1/6 record^
Temperature
—/35 C
-fcS_
Copper (Total)
Nickel "
2.Q7/3.38 ma/1
2.38/3.98
1/w 24-hr ron^p
Sine
1-48/2.61
Chromium
1,77/2.77
3/w
Cyanide
0.65/1.20
1/w
Cvanide (Amenable)
0.32/0.86
Hexavalent Chromium
0.05/1.0
3/w
Cadmium (Total)
3SS
0.26/0.69
31/60
1/w
Oil and Grease
26/52
grab
Iron (Total)
Lead "
monitor only
0-43/0.69
lZm
24-hr coup
Methylene Blue Active
Nitrate
Substances
monitor only
1/w
Phosphorus (Total)
1/m
Total Toxic Oroanics
—/2.13 ma/1
L
ES_
6.0 - 9.0
continuous
Flow
_Q21_
monitor only
1/m estimate
Temperature
JbS_
FlOW
023
estimate
Oil and Grease
(for first six months)
grab
—/3Q ma/1 (beginning seventh month)
m.
6-0 - 9.0
Flow
_GL24_
monitor only
estimate
Pil and grease
~/3Q mg/1
grab
m.
S.Q - 9.0
Flow
monitor only
estimate
TSS
30/100 ma/1
arab
Oil and Grease
15/20
1
-------
VA0005291: The Allied Corporation, in Hopewell, produces caprolactam from phenol,
with by-product production of adipic acid and ammonium sulfate; methylethyl ketoxime
via reaction of methylethyl ketone with hydroxylamine; sulfuric acid (oleum) by
contact process; specialty oximes (methylthioisobutyraldehyde oxime, aldicarb oxime,
hydroxylamine sulfate, acetaldehyde oxime) by oximation, chlorination, and
thiomethylation process; liquid carbon dioxide by refrigeration and compression by
Airco, Inc.; Cyclohexanol and cyclohexanone from phenol; steam; hydroxylamine, ammonia
synthesis gas, and carbon dioxide; cobalt catalyst; terminal operation for Uran
fertilizer solutions, and manufacture of ammonical fertilizer solutions and SURAN
fertilizer solution. Site operations also include the purification of phenol and
caprolactam (SIC 2869, 2819, 2873, and 4961). This facility is in the Organic
Chemicals, Plastics, and Synthetic Fiber category (40 CFR 414), the Inorganic
Chemicals Category (40 cfr 415), and the Fertilizer Manufacturing Category (40 cfr
418). Process wastewaters are conveyed to the Hopewell Regional Wastewater Treatment
Facility, while the remaining wastewaters are discharged untreated to Gravelly Run
(Outfalls 001 and 002) and Poythress Run (Outfall 003). Hie following is a
description of the outfalls: 001 - once-through cooling water, stormwater, and
internal outfalls 101, 201, and 301; 002 - once-through cooling water and stormwater;
003 - once-through cooling water, and internal outfall 103. Internal outfall 101
consists of contact cooling water from ammonium sulfate manufacturing; 201 and 301
convey stormwater from fuel oil storage containment dikes; and 103 consists of cooling
tower blowdown from the Kellogg Plant. Effluent limitations are based on BBI of BPT.
ESLr BAT and State water Quality standards. An annual chronic 7-day life cycle
toxicity test, using Ceriodaphnia sp. or a 21-day Daphnia life cycle test is to be
conducted on Outfalls 001, 002, and 003 to determine the "No Observed Effect
Concentration" (NOEC) for survival, growth, and reproduction. Should a toxicity test
result in a NOEC of less than 100% effluent, the next toxicity test for that outfall
shall include sampling for the following: beryllium, total recoverable cadmium, total
chromium, total recoverable copper, total recoverable lead, phenol, total recoverable
nickel, total recoverable silver, thallium, total recoverable zinc, free cyanide,
total recoverable mercury, and volatile and extractable priority pollutant organics
and non-priority pollutant organics.
Effective Date: December 1, 1986 Final Permit
Expiration Date: December 1, 1991 Abstract Date: December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0005291: Allied Corporation (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits* and Units Monitorinq
Flow
: 001
:monitor only
continuous
Total Organic Carbon (Net)
:—/10 mp/1
1/d 24-hr camo
Total Residual Chlorine
•
/0.17 "
II
grab
Phenols (Total)
•
smonitor onlv
1/m
It
Toluene
•
. "
n
II
Ethvlbenzene
•
«
n
II
Tetrachloroethvlene
•
•
"
m
n
II
Trichloroethylene
•
"
it
II
Cvanide (Total)
•
"
n
II
Benzene
•
"
n
n
Lead (Total)
•
"
n
24-hr camp
Nickel (Total)
•
"
n
It
Temperature
•
»
continuous
DH
•
:6.0 - 9.0
II
•
•
•
•
*Ava. Monthly/Max. Daily*
-------
EFFLUENT LIMITS (FINAL)
VA0005291: Allied Corporation (Page 2 of 2)
Pollutants Outfall Avo./Max. Limits* and Units Monitoring
Flow
101
monitor onlv
1/d estimate
Anmonia as N
tt
" 24-hr conp
Flow
201.301
tl
1/disch grab
Oil and Grease
—/30 ma/1
ft ft
Flow
002
monitor onlv
continuous
Total Organic Carbon (Net)
—/10 ma/1
1/d 24-hr conp
Total Residual Chlorine
—/0.17 "
Nickel (Total)
monitor onlv
1/m 24-hr conp
Chloroform
It
" grab
Tetrachloroethvlene
tl
It It
Lead (Total)
n
" 24-hr conp
Temperature
vt
continuous
pH
6.0 - 9.0
It
Flow
003
monitor onlv
tl
Total Organic Carbon (Net)
—/10 ma/1
1/d 24-hr camp
Total Residual Chlorine
—/0.17 "
" arab
Cyanide (Total)
monitor onlv
1/m "
Chloroform
It
ft tt
Lead (Total)
tt
" 24-hr camp
Temperature
n
continuous
PH
6.0 - 9.0
It
Flow
103
monitor onlv
1/d recorder
Chromium (Total)
0.24/0.33 ka/d (0.53/0.73 lbs/d )
1/w 24-hr como
0.2/0.2 ma/1
Zinc (Total)
1.23/1.63 ka/d (2.71/3.59 lbs/d )
ft tt
1.0/1.0 mg/1
126 Priority Pollutants^.
monitor onlv **
1/a 24-hr conp
(except chromium and zinc)
*Ava. Manthlv/Max. Daily—
"Limitations and monitoring requirements mav be removed for the 126 Priority
Pollutants, including zinc and chromium, if the permittee certifies that none of
pollutants are contained in chemicals added for cooling tower maintenance.
-------
VA0005312: The Allied Corporation, in Chesterfield, manufactures synthetic resins and
man-made fibers (Nylon 6; SIC 2821, 2824) and is in the Organic Chemicals. Plastics,
and Synthetic Fiber Category (40 CFR 414). Outfall 001 discharges non-contact cooling
water, stormwater, and excess distillation column overheads and overheads from steam
evaporators (from internal outfall 101). Outfall 002 discharges non-contact cooling
water, stormwater, treated sanitary wastewater (from internal outfall 102), and
contact cooling water (from internal outfall 202). Outfalls 001 and 002 empty into
the James River. Sanitary wastewater is held in a stabilization pond and is
chlorinated. The remaining process wastewaters go untreated, are collected and land
applied in accordance with a Consent Special Order. Effluent limitations are based on
BEsi of BEL. S£T/ and gAT limitations, and State water quality standards. A 21-day
Daohnia chronic toxicity test is to be conducted on Outfalls 001 and 002 within six
months of the effective date of the permit. The test shall determine the "No Observed
Effect Concentration" of each outfall for reproduction, growth, and survival of
Daphnia. Should the State Water Control Board determine that an instream toxicity
problem exists, additional testing may be required. The permittee is to develop a ftMP
plan within six months and implement it within twelve months of the effective date of
the permit.
Effective Date: Septerrber 30, 1986 Final Permit
Expiration Date: September 30, 1991 Abstract Date: Decentoer 19, 1988
EFFLUENT LIMITS (FINAL)
VA0005312: Allied Corporation
Pollutants
Outfall
Avg./Max. Limits* and Units
Monitoring
Flow
*001.002
monitor only
continuous
Total Organic Carbon (Net)
5.0/iQ.Q rngZL
l/d 24-hr coro
Total Residual Chlorine
Temperature
-/Oi 35
110 F (001) 100 F (002)
grab
continuous
Anmonia - N
monitor only
l/m 24-hr comp
Phosphorus
Benzene
grab
1.1.l-Trichloroethane
Tetrachloroethvlene
BH-
6-0 - 9-0
l/±
flow
101.202
monitor only
continuous
BOD5
1/w 24-hr comp
2SS_
1.1.l-Trichloroethane
l/m 9£3fe
n vt
Tetrachloroethylene
Benzene
Flow
ML
monitor only
continuous
BQCJL
45/67 ma/1
1/d 24-hr comp
!££_
6Q/9Q
Total Residual Chlorine
minimum of 1.5 ma/1
**
BtL
6.0 - 9.0
Vd grab
I/d SISt
*Ava. Monthly/Max. Daily
»*Anv two consecutive results <1.0 ma/1 are to be reported inroediatelv.—NO HIP re than
14 of all total residual chlorine analyses shall be outside the range of 1.0 m/1 tO
1.5 mq/1 for anv calendar year.
-------
VAQ026557: Park 500 Division of Philip Morris. Inc.. located in Chester, Virginia,
is engaged in the reclamation of tobacco stems and scrap for use in cigarette
manufacture, where dry tobacco scrap is cut and pulped in a water slurry and liquor is
pressed out. The resultant tobacco stock is refined and made into sheets similar to
paper and the sheets are dried, shredded, and packed for use in cigarettes
manufactured at other locations (SIC 2141). The facility has one discharge to the
James River, which consists of 2.2 mgd process wastewater which discharges from
Outfall 001. The pretreatment system consists of a bar rack, arit chamber, coarse
SCieen. and aeration basin and treatment is by primary and secondary clarification.
chlorination and gravity filtration. Sludge is dumped to a thickening tank and treated
by chemical addition and belt filter presses Or vacuum filters for dewatering. There
is no effluent guideline category applicable to this facility, so effluent limitations
on TSS and BCD are based on BEiI. Limits on pH and total residual chlorine are based
on water quality standards. Limitations and monitoring for TKN and ammonia have been
deleted because nutrient monitoring is now being accomplished pursuant to special
studies of the James River. A two-part Toxics Monitoring Program is to be initiated
by the permittee in an effort to evaluate effluent toxicity. Annual chronic toxicity
tests are to be conducted on Outfall 001 using the fathead minnow Larval and Growth
Test and the Ceriodaphnia Survival and Reproduction Test. From these results, the
Observed Effect Concentration (NOEC) will be determined. Monthly grab samples from
Outfall 001 are to be analyzed for chloroform and dichlorobromomethane. Should the
results of tests indicate that toxic amounts or bioaccumulative pollutants are being
discharged, the permittee must submit a toxicity control Plan and implementation
schedule within 90 days.
Effective Date: August 31, 1987 Final Permit
Expiration Date: August 31, 1992 Abstract Date: October 5, 1988
EFFLUENT LIMITS (FINAL)
VA0026557: Park 500 Division of Philip Morris, Inc.
Pollutants Qrtfall Avg./Max. Limits* and Units Monitoring
Plow : 001 :report
continuous
BOD-5 : :273/545 ka/d (32.7/65.3 ma/1**)
5/w 24 hr conp
TSS t :205/409 " (24.6/49.0 " **)
fl II
Chlorine. Total Residual: :1.5 - 2.5*** mg/1
" arab
pH : :6.0 - 9.0
" arab
Biomonitorina : :NDEC > 1% IWZ (1% effluent)
1/v
• •
• •
• •
• •
• •
• •
* Monthly Average/Dailv Maximum
**Eauivalent concentrations based on 2.2 mad flow, but not included in
the permit.
***No more than 12 analyses can be outside the ranae of 1.5 - 2.5 ma/1
m one
calendar month; anv single test result not within range of 1.0 - 4.0 ma/1
mist be reported immediately; no single analysis shall exceed 4.0 ma/1.
-------
VA0050822: J.P. Stevens and Company. Inc.. in Drakes Branch, produces cotton yarn and
weaves cotton blend towels (SIC 2211), and is in the Textile Mill Category (40 CFR
410, Subparts C & D). Wastewaters consisting of cooling water, boiler blowdown,
cooling tower blowdown, slasher wastewater, sand filter backwash, and sanitary
wastewater are discharged to an unnamed tributary q£ Twitty's Creek through Outfall
001. Sanitary and slasher area wastewater receive treatment from an Imhoff tank, a
tripling filter, a final clarifier. and chlorine contact. The remaining wastewater
is treated by primary clarification, flow equalization, and chlorination. All the
wastestreams are combined into a single discharge at the chlorine contact tank.
Effluent limitations are in conformance with the Roanoke River Basin 303(e) Plan.
Annual static acute toxicity tests are to be conducted, using Daphnia pulex (48-hr)
and fathead minnows (96-hr). An LC50 is to be determined, and should the LC50 be less
than 100%, further toxicity testing may be required.
Effective Date: June 30, 1986 Final Permit
Expiration Date: June 30, 1991 Abstract Date: December 15, 1988
EFFLUENT LIMITS (FINAL)
VA0050822: J.P. Stevens and Company, Inc.
Pollutants Outfall Avg./Max. Limits* and Units
Monitoring
Flow
m.
monitor only
continuous
T£S_
12.7/25.4 ka/d (28/56 lbs/d)
1/w 24-hr comp
6QQL
6.4/12.8
(14/28
_L
QSSL
25.4/50.8
(56/112
_L
Total Residual Chlorine
—/0.13
roa/l
**
lZd aiak.
Dissolved Oxvaen
5.Q m/l (Daily minimum)
EfiL
6-0 - 9.0
Copper (Total Recoverable)
Zinz "
monitor only (Detection Limit 5 ua/1)
(Detection Limit 50 ug/1)
1/m 24-hr comp
Cvanide (Total)
***
(Detec*-1 on Limit 5 ug/1)
~Ava. Monthlv/Max. Daily
**A11 analyses taken prior to dechlorination and after chlorine contact time Shall
be greater than or equal to 1.0 ma/1 and monitored 1/d bv grab sample.
***If the monthly average of the effluent values for the first year does not exceed
30 ug/1. the monthly monitoring for this parameter mav be deleted.
-------
WA0000078: The Long view Fiber Company, in Longview, produces about 2530 tons/day of
kraft pulp, paper, and paperboard (SIC 2611, 2621, 2631, 2643, 2653); 90% of which is
unbleached kraft and 10% bleached kraft. The facility is in the Pulp. Paper, and
Paperboard Category (40 CFR 430) and discharges 53 MGD of noncontact cooling water,
boiler blowdown, process wastewater, and sanitary wastewater to the Columbia River via
Outfall 001. Outfall 002 is the North Stormwater sump. Wastewater treatment consists
of primary clarification, activated sludge, and secondary clarification. Waste sludge
is incinerated. Effluent limitations are based on ECI effluent guidelines and proven
treatment system capabilities. Quarterly 9$-hr acute toxicity tests, using a
salmonid, must show a survival rate of at least 80% in 65% effluent. If the survival
rate is lower than 80%, the testing frequency may be increased. The permittee must
submit a complete update of the SPOC Plan on a yearly basis. Raw materials and
process wastestreams are to be tested to determine the source and/or generation of the
following pollutants: 001 - chloroform, carbon tetrachloride, and 1,1,1-
trichloroethane; 002 - carbon tetrachloride, and 1,1,1-trichloroethane.
Effective Date: September 30, 1986 Final Permit
Expiration Date: September 30, 1991 Abstract Date: May 22, 1989
EFFLUENT LIMITS (FINAL)
WA0000078: Longview Fiber Company
•
44V1U.I.VJ. iilU
Flow ! 001
monitor onlv
continuous
BCD 5 s
9000/36.800 lb/d
1/d 24-hr comn
TSS
35.600/70.200 "
n n
pH :
5.4 - 9.0
continuous
Temperature :
monitor only
n
Production :
n
i/d
iifci-WAG
Flow
E TKtjAiMtJvr fiAivr ipnor no
•
unction with 001 effluent)
monitor onlv
continuous
BCD5 : !
38/90 lb/d (30/45 ira/1)
1/m arab
TSS : !
38/90 " (30/45 " )
n n
Chlorine Residual : !
sranoe of 0.1 - 5.0 mg/1 i5/w "
Fecal Coliform : !
200/400 1/100 ml
l/m "
pH : !
6.0 - 9.0
1/d
Oil and Grease : s
10/30 ma/1 (Until 10/01/87)
1/w
• «
¦ <
10/15 " (After 10/01/87)
n n
EH—
• «
to DISCHARGE WMITftTIW —!
n ii
!
No measurable increase (0.3 C) shall be permitted which results in a water
temperature exceeding 20 C. nor an increase arising from the discharge in excess
of "ft where "t" » (34/fr + 9) and T ¦ resulting water temperature.
*Avo. Daily/Max. Daily
-------
WA0000230: Pendleton Woolen Mills, in Washougal, is in the Wwl Finishing Subcategory
of the Textile Mills Category and produces 19,500 lbs/day of wool fiber. Wool fiber
processing includes such operations as dyeing, mixing, carding, spinning, weaving, and
finishing (SIC 2231). Outfall 001 discharges 0.8103 mgd of process wastewater and
boiler blowdown to the Columbia River after treatment in an activated sludge system
and clarification. Waste activated sludge is screened and land irrigated and sanitary
wastes are routed to the Washougal Sanitary Treatment Plant via Outfall 003 and
Outfalls 004, 005, and 006 discharge untreated air conditioning condensate and
stormwater runoff to an unnamed tributary to Gibbons Creek. Effluent limitations are
based on the effluent guidelines. Acute 96-hr toxicity tests> with salmonids, are
required on a monthly basis for one year and semi-annually, thereafter, at Outfall
001. Mortality must not exceed 20% in 100% effluent. Should mortality exceed 20%, a
retest must be performed, concurrent chemical analyses must be done, and the permittee
must investigate for any unusual conditions that may cause toxicity. In year three of
the permit, a chronic toxicity test must be performed. The permit contains a reopener
clause.
Effective Date: June 30, 1985 Fined Permit
Expiration Date: June 30, 1990 Abstract Date: May 8, 1989
EFFLUENT LIMITS (FINAL)
WA0000230: Pendleton Woolen Mills
Pollutants Outfall Avg./Max. Limits* and Units Monitoring
Flow
001
1.0/1.25 M(D
1/d metered—
BCD
194/387 lbs.
l/w 9.4-hr comD
CCD
1408/2817 "
3/w
TSS
304/608
VI VI
Total Chromium
1.2/2.4 "
VI It
Phenol
1.2/2.4 "
1/w
Sulfide
2.4/4.8 "
n n
dH
6.0 - 9.0
continuous
Oil and Grease
10/15 ma/1
l/w 24-hr corriD
Temoerature
21/— C
27W 9rab
Acute Toxicity
Mortality < 20% in 100% effluent
1/m 24-hr COTD
7/y
Priority Pollutants
monitor onlv
1/y
Temoerature
004
—/18 C
1/m arab
Unionized Ammonia
0.016/0.032 ma/1
1/w
Zinc (Total Recoverable)
0.05/0.1 "
n n
Oil and Grease
no visible sheen
1 /A visual
oH
6.0 - 9.0
1/w arab
Oil and Grease
005.006
no visible sheen (monitor Oct. - Mar.)l/m visual
dH
6.0 - 9.0 (monitor Oct, - March}
" grab
~Daily Ava./Daily Max.
-------
WA0000264: Boise Cascade Corporation operates two mills at its facility in Vancouver.
Mill A is a nonintegrated fine paper mill (SIC 2621), which utilizes purchased pulp
deinked secondary fiber to produce an average of 310 tpd of paper, with about 25 tpd
of deinked secondary fiber used in that production. Production at Mill B is at 305
tpd, with about 55 tpd of deinked secondary fiber used in that production. Both mills
have outfalls designated 001, which discharge to the Columbia River. Wastewater
treatment consists of recycling, screening, and clarification. Recovered solids are
filtered, pressed, and hauled to a landfill. Sanitary wastes are diverted to the
municipal treatment plant. Effluent limitations are based on BAT/BCT effluent
guidelines for the Pulp. Paper, and Paperboard Category (40 CFR 430). Semi-annual £6r
lit acute toxicity tests, using salmonids in 65% effluent, are required. Survival must
be 100%. A change in processes or effluent composition requires testing for three
consecutive months before reverting to a semi-annual frequency. The mixing zone
boundaries are defined as one foot below the surface, one foot above the bottom, 300
feet from the center line of the diffuser, and the area between 500 feet and 900 feet
from the north bank of the Columbia River. All process wastewater must be studied for
the presence of PCB-1242. If the EPA does not finalize a limitation for PCB-1242
within 270 days of permit issuance, the permit will be reopened and modified based on
the data from the study. A SFOC Plan is to be updated and submitted for approval
within six months of permit issuance.
Effective Date: June 25, 1984 Final Permit
Expiration Date: June 25, 1989 Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0000264: Boise Cascade Corporation
Pollutants Outfall Avq,Alax. kimitS* and Units Monitoring
MILL A
Flow
001
monitor onlv
continuous
Temperature
n
It
Production
it
dailv average
BCD5
2900/5600 lb/d
3/w 24-hr comn
TSS
4000/7500
It ft
nH
5.0 - 9.0
continuous
MILL B
Flow
monitor onlv
continuous
Temperature
it
It
Production
n
dailv average
BCD 5
3600/7000 lb/d
3/w 24-hr camp
TSS
5000/9350
N It
cffl
5.0 - 9.0
continuous
! !
Temnerature Receiving Stream Not to exceed 20 C
»Ava. DailyAlax. Daily
-------
WA0000281: Kalama Chemical Inc. in Kalama, Washington, manufactures organic chemicals
based on the air oxidation of toluene (SIC 2865). The facility is in the Organic
Chemicals and Plastics and Synthetics Category (40 CFR 414) and average daily
production is as follows: benzaldehyde - 25,000 lbs; benzoic acid (industrial and
technical) - 300,000 lbs and 70,000 lbs; benzyl alcohol - 15,000 lbs; K-flex
plasticizers - 30,000 lbs; nonyl phenol - 50,000 lbs; and phenol - 130,000 lbs.
Discharge to the Columbia River consists of nancantact cooling water (Outfall 001),
process wastewater and stormwater runoff from process areas (Outfall 002), and
stormwater runoff from ncnprocess areas (Outfall 003). At Outfall 002, daily flow
rates vary from 25,000 to 120,000 gpd. Approximately 10% of total wastewater flow
undergoes anaerobic treatment before being channeled to an activated sludge treatment
plant. The treated effluent combines with up to 20 million gallons of nonocntact
cooling water before discharge. Effluent limits at Outfall 001 are based on water
quality standards. Limitations at Outfall 002 are based on proposed BftT/BCT effluent
guidelines in the Oxidation Subcategory (low water use) except ammonia and total
phosphorus where limits were added by BPJ because these parameters add to the
eutrophication of the receiving stream. Since effluent limits were not being achieved
at the time of permit issuance, a schedule of compi * anr*=> requires compliance with all
limits no later than January 1, 1986. A single static salmonld bioassay where 80% or
greater survival is considered passing is required, and based on the results of the
test, final biomonitoring requirements will be established. A solid waste management
plan addressing the problem of sludge disposal is required, and a groundwater
monitoring program is required by May 1, 1985 to ensure early detection of groundwater
contamination.
Effective Date: March 1, 1985
Expiration Date: March 1, 1990
Abstract Date:
Final Permit
April 30, 1985
EFFLUENT LIMITS (FINAL)
WA0000281: Kalama Chemical Inc. (Page 1 of 2)
Pollutants
Flow
Outfall
001
18/20
Avg./Max. Limits and Units
Monitoring
:continuous
Temperature :
—/30 C*
(i
PH :
o\
m
0
1
vo
b
II
Flew : 002**
0.12/0.15 nod
it
BOD-5 :
58/146
ma/1
1/d 24 hr oanp
CCD :
report
M
i*
TSS :
120/353
mg/1
II II
PH :
6.0 - 9.0
II
grab
Ammonia (as N) :
30/50
mg/1
1/w 24 hr carp
Total Phosphorus :
5/8
it
ii
Cyanide :
180/410
uo/1
4/m
cenp
Total Phenols :
report
l/d
M
Phenol :
—/50
uq/1
ll
grab
2,4,6-Trichlorophenol :
100/175
It
4/m
ll
2-Chlorophenol :
50/75
II
ll
tl
2,4-Dichlorophenol :
100/200
n
it
ll
2,4-Dimethylphenol :
—/50
II
ll
ll
2-Nitrophenol :
75/100
tl
ll
II
4-Nitrophenol :
325/500
II
tl
ll
2,4-Dinitrophenol :
100/150
II
H
II
Pentachlorophenol :
50/100
II
ll
II
~Temperature of Columbia River shall not exceed 20 C; temperature increase above
ambient shall not exceed 0.30 C. River monitoring is required.
~~Monitoring frequency for priority pollutants at Outfall 002 may be reduced to twice
per year after a review of the first 3 months of data. During the first 3 months
-------
EFFLUENT LIMITS (FINAL)
WA0000281: Kalama Chemical Inc. (Page 2 of 2)
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flow :
002** (continued)
•
•
Acenaphthene t
s—/50
ug/1
*4/m
qrab
1,2,4-Trichlorobenzene t
:125/225
n
H
tl
1,2-Dichlorobenzene t
s125/250
II
•
•
ii
tl
Isophorone :
:—/50
II
•
•
fi
tl
Bis (2-ethylhexyl) Phthalate
s150/350
II
:
H
II
Di-n-butyl Phthalate s
:150/300
II
:
M
tt
Diethyl Phthalate :
:125/275
M
•
~
if
It
Dimethyl Phthalate :
:175/375
II
•
•
ti
tt
Aoenaphthylene t
t—/50
II
•
•
ti
tt
Fluorene :
:—/50
(1
:
•1
tt
Phenanthrene :
:—/50
II
:
H
tt
Benzene t
:75/125
It
t
ii
II
Carbon Tetrachloride t
/50
«»
:
H
N
1,2-Dichloroethane :
:100/150
II
:
H
II
1,1,1-Trichloroethane :
t—/50
If
:
ff
If
1,1-Dichloroethane s
s125/225
II
t
ii
It
1,1,2-Trichloroethane :
150/75
II
:
ii
tl
Chloroethane t
:—/50
II
•
•
H
tt
Chloroform :
:50/75
It
s
ti
tl
1,1-Dichloroethylene :
s75/125
II
•
•
ii
It
EthyLbenzene t
:150/275
II
•
•
it
II
Methylene Chloride :
:—/50
uq/1
5'
l/m
qrab
Methyl Chloride s
:—/50
II
:
ft
tt
Methyl Bromide :
:—/50
II
t
ft
It
Dichlorobroncmethane :
t—/50
If
t
If
II
Toluene t
:125/225
tf
:
tf
ti
Tri chloroethylene :
X50/75
If
:
tl
li
Antimony »
1370/780
II
t
II
tt
Cadmium :
:40/70
II
:
It
tt
Chrcmium :
:90/190
ft
t
t«
if
Lead t
:40/70
II
:
it
H
Mercury >
:50/90
If
:
li
ii
Copper :
:70/150
II
:
M
tt
Zinc t
:100/210
II
•
•
tl
ti
Flew :
003 : report
:l/d estimate
TSS t
:~/50
mq/l
:
2/m
qrab
Oil and Grease s
:—/15
n
t
it
it
pH s
:6.0 - 9.0
•
•
ft
It
BOD-5 t
:—/45
mcr/1
•
•
ft
ft
COD s
: report
•
•
tt
tt
Fecal Coliform :
f II
:
ii
it
Phenol x
:—/50
uq/1
:
II
li
Total Phenols t
ireport
t
•1
H
Copper :
:—/150
uq/1
t
tt
11
~~Manitorinq frequency for priority pollutants at (Xitfall 002 may be reduced to twice
per year after a review of the first 3 months of data. During the first 3 months
sampling shall be 4 consecutive days per month alternating sampling days each month.
-------
WA0000299: ALCCft. in Vancouver, operates a primary aluminum smelter and associated
facilities consisting of five potlines, anode baking furnaces, rod/wire mill,
extrusion plant, and anodizing plant (SIC 3334, 3335, 3471). The permittee has a full
operating capacity of approximately 325 tons/day of metal and is in the Primary
Aluminum Smelting Subcategory of the Nonferrous &£ial£ Category (40 CFR 421, Subpart
B). Outfall 001 discharges lagoon-treated process wastewater from primary aluminum
production and aluminum forming production and Outfall 002 discharges sanitary
effluent after it receives conventional secondary treatment and chlor ination. Both
outfalls empty into the Columbia River. Effluent limitations for Outfall 001 are
based on B&2 and BAT effluent guidelines, and the limitations for Outfall 002 are a
BPJ determination of BCT, using the g£T effluent guidelines. The permittee must
conduct semi-annual 96-hr acute toxicity tests, using salmonids in 100% effluent.
Mortality shall not exceed 20%. Should processes or treatment change, causing a
change in the composition of the effluent, the toxicity tests must be conducted on a
monthly basis for three consecutive months. If the test results indicate no acute
toxicity, the frequency may revert back to semi-annually. A two year study of the
stormwater runoff is required, and shall include a water quality analysis of process
wastewater sources and nonscope sources not covered by the categorical effluent
guidelines. The permit may be reopened according to the results.
Effective Date: June 27, 1984 Final Permit
Expiration Date: June 27, 1989 Abstract Date: May 12, 1989
EFFLUENT LIMITS (FINAL)
WA0000299: ALCOA - Vancouver Works
Pollutants Outfall Ave./Max. Limits* and Units Monitoring
• <
Flow : 001
monitor onlv
continuous
Temoerature (Receiving Stream)
No measurable increase (0.5 F)
n
Production (tons/dav)
monitor onlv
dailv average
Benzo (a) Dvrene
0.02/0.05 lb/d
1/d 24-hr como
Fluoride
100.0/200.0 "
n n
Antimony
2.0/3.0
it n
Nickel
2.4/3.4
n n
Cyanide
0.15/0.4
vi n
Aluminum
66.0/148.0 "
n n
Chromium
0.8/1.5 "
R II
Zinc
1.8/3.9
If VI
TSS
930.0/1860.0 "
n n
Oil and Grease
70.0/150.0 "
5/w arab
dH
7.0 - 9.0
rnntinuous
Acute Toxicity
Survival greater than 80% (96-hr)
7/y
Flow
002
monitor onlv
1 M continuous
BCD 5
40/80 lb/d (25/45 ma/1)
1/w 24-hr como
TSS
50/70 " (30/45 ¦ )
n tv
Fecal Coliform
200/400 */100 ml
" nrab
Residual Chlorine
0.5 ma/1 (minimum) 0.2 ma/1 (max.)
1/H
*Dailv Avg./bailv Max.
-------
WA0000540: The Commonwealth Aluminum Company, in Gold end ale, operates a primary
aluminum smelter (SIC 3334), using the Hall-Heroult process, producing 0.921 million
lb/day by direct chill casting, 0.921 million lb/day from electrolytic reduction, and
0.658 million lb/day of anode/briquette production. This facility is in the
Nonferrous Metals Manufacturing Category (40 CFR 421, Subpart B) and discharges a
daily average of 20 mgd from Outfall 001 to the Columbia River. Industrial water is
discharged into a pond, neutralized and the fluorides precipitated out. The
wastewater is routed to two additional ponds for oil and grease skimming and
sedindentation prior to discharge. Effluent limitations are based on BAT/BCT effluent
guidelines and KPJ. Semi-annual 96-hr acute toxicity tests are required, using
salmonids in 100% effluent. Survival must be 80% or greater. Should a process or
treatment change, causing a change in effluent composition, toxicity tests must be run
for three consecutive months before reverting back to the semi-annual schedule. A
plan to study all surface and groundwater sources within 0.5 mile of the main plant,
including stormwater runoff, must be submitted within 60 days, implemented within 30
days of State approval, and completed within 180 days of approval. The sediments of
the lagoon system and the Columbia River must be analyzed for possible contamination
by heavy metals and organic pollutants.
Effective Date: June 26, 1985 Final Permit
Expiration Date: June 26, 1990 Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0000540: Commonwealth Aluminum Company
Pollutants Qjtfall Avg./faax. Limits* and Units Monifcorino
Flow
001
monitor onlv
continuous
Temperature
n
It
Production
n
dailv average
Benzo (a) pvrene
0.1/0.2 lb/d
1/d 24-hr comn
Fluoride
210/485
It If
Antimonv
5.6/12.6 "
II It
Nickel
2.4/3.6
IV n
Aluminum
40.0/90.0 "
n n
TSS
500/1500 "
»• tt
Oil and Grease
200/500
grab
dH
7.0 - 9.0
continuous
S5TONDAR* ROOF SCRUBBING TREATMENT SYSTEM PRIOR TO MIXING WITH OUTFALL 001
Fluoride : :25.0/50.0 lb/d
1/d 24-hr comp
TSS : :50.0/100.0 "
n n
ANfDF CONTORT COOLING WATER PRIOR TO MIXING WITH OUTFALL 001
Benzo (a) pvrene
:0.002/0.005 lb/d
l/w 24-hr comp
Antimonv
*0.12/0.27
n n
Nickel
*0.05/0.08
n it
Aluminum
:0.37/0.84
n n
Fluoride
:3.63/8.18
It N
SANTTTARV WASTEWATER PRIOR TO MIXING WITH OUTFALL 001
Flow
monitor onlv
continuous
BCD5
25/45 ma/1
l/w 24-hr ccmp
TSS
30/45
n n
Fecal Coliform
200/400 #/100 ml
" grab
Residual Chlorine
0.5/5.0 ma/1
1/d
-ftyg, Paily/Max. PaiHI
-------
WA0000621: Scott Paper Company in Everett, Washington, operates a sulfite pulp and
paper mill (2611) in the Pulp, Paper, and Paperboard Category (40 CFR 430).
Production rates for 1981 are reported as 518 tpd of sulfite pulp, 32 tpd of
groundwood pulp, and 41 tpd of nonintegrated tissue paper. Three regulated discharges
consisting of both process wastewater and rainwater enter Everett Haii±or (Outfalls 003
and 008) and Port Gardner Bay (Outfall 001). Discharges from 001 and 003 (6 and 7 mgd
respectively) are treated in two sedimentation clarifiers, followed by neutralization
and discharge. The settled solids are chemically treated with a flocculant polymer,
mixed with secondary sludge, filtered and compressed on a belt filter to about 25%
solids, and then incinerated in a power boiler. 008 (13.5 mgd) is treated in a
recently installed activated sludge plant before entering the harbor. His permit
limitations are based an EPT/BftT effluent guidelines using a EPJ determination of BCT
being equal to BPT in the absence of promulgated BCT guidelines. Limits are
calculated based on 1981 production rates mentioned above. By 12/24/85, the facility
was required to submit an SPCC plan, a wastewater treatment system operating plan to
describe two operational modes, and a stormwater evaluation plan. Composite samples
of the discharges shall show a salmanid survival rate of at least 80% in a 96-hour
bioassay of 65% effluent concentration. Testing shall be conducted monthly in
accordance with the Department of Ecology Acute Toxicity Test Method (1974), or an
approved equivalent method.
Effective Date: June 24, 1985 Final Permit
Expiration Date: June 24, 1990 Abstract Date: April 21, 1986
EFFLUENT LIMITS (FINAL)
WA0000621: Scott Paper Canpany
Pollutants Outfall Avq./Max. Limits* and Units Monitoring
: : :
Flew :001,003,:monitor only
continuous
BOD-5 :008** :7640/32200 kg/d
1/d 24 hr ocmp
TSS
: 11500/21400 "
M ii
Dissolved Oxygen***
:monitor
1/8 hours grab
Temperature
:
continuous
Production, tpd sulfite pulp :report
monthly avq.
PH : :5.0 - 9.0****
continuous
: :
•
•
:
:
:
~Daily average/daily iraximum
**Sum of the three as determined from monitoring each outfall.
~**Fran August 1 to November 30, Outfall 008 shall have a DO concentration of
not less than 5 mg/1.
****pH excursions for Outfalls 001 and 003 are allowable as follows:
(1) Total excursion time for both outfalls shall not exceed 90 minutes per month.
(2) No individual excursion shall continue for more than 30 minutes.
(3) No individual excursion shall exceed a pH range of 3.5 - 10.5 for more than
10 minutes.
-------
WA0000680: Aluminum Company of America/ located 10 miles south of Wenatehee,
Washington, on the west bank of the Columbia River, is a primary aluminum smelting
facility (SIC 3334) in the Nanferrous Metals Manufacturing Category (40 CFR 421). The
smelter uses center-worked pre-baked reduction cells to produce approximately 600 tpd
of aluminum metal. Most of the metal is cast by the direct chill process either into
ingots or sows; anodes are produced on-site and baked in ring furnaces. The facility
discharges 7.84 mgd from a single outfall to the Columbia River, consisting of
nanoontact cooling and sanitary sewage treatment waters. Treatment consists of
activated sludge at the sanitary sewage facility. Contact water from casting aluminum
ingots (1.5 mgd) is biologically treated in rapid infiltration lagoons. Limitations
for benzo(a)pyrene, fluoride, antimony, temperature, and residual chlorine are based
on EPJ and BAT guidelines (40 CFR 421, Subpart B, Primary Aluminum Smelting
Subcategory). TSS, oil and grease, pH, and fecal ooliform limitations are based on a
BPJ determination of BCT, using BPT guidelines. Limits are based on average monthly
production rates of 24 million pounds of anodes and 24 million pounds of direct chill
cast ingots. BPJ was also used to determine allowances for stormwater runoff and
pollutants in the process intake water. Permit requirements include a SPOC plan,
sanitary treatment plant limitations, a stormwater runoff study, and a semi-annual
salmonid bioassay with 80% survival in 100% effluent for a 96-hour period. A BMP plan
is not included.
Effective Date: June 24, 1985
Expiration Date: June 24, 1990
Abstract Date:
Final Permit
February 6, 1986
EFFLUENT LIMITS (FINAL)
WA0000680: Aluminum Company of America
Pollutants Outfall I
Flow
: 001
report
{continuous
Production (tpd) :
II
•daiXv avq
TSS :
250/500 lb/d
(3.2/6.4 mg/l**)!l/d 24 hr catc
Benzo(a)pyrene :
0.02/0.04
(negligible
" **):l/w
Fluoride :
85/150
a.09/1.9
" **m/d
Antimony :
1.1/2.4
(0.014/0.031
» **)} » ••
Nickel :
0.5/0.7
(0.006/0.009
•• ^ • " «
Aluminum :
21/46
(0.27/0.59
•• **)• " »
Oil and Grease :
50/250
(0.64/3.2
" **)'. " (5/w) grab
Temperature :
Ambient not to exceed 20 C, nor
an :continuous
•
•
increase in excess of "t"***
• "
•
pH :
7.0 - 9.0
: "
Benzo (a) pyrene* * * *
: (1)
0.003/0.005 lb/d
sl/d 8 hr oairo
Antimony**** :
0.14/0.32
:l/w "
Nickel**** :
0.06/0.09
• ii H
•
Aluminum**** :
0.45/1.01
• (( ti
Fluoride**** t
4.4/9.8
I H ft
•
Flow
: (2)
report
:continuous
BQD-5 :
25/45 mg/1
tl/w 24 hr oomp
TSS :
30/45
| H It
Fecal Coliform :
200/400 per 100 ml
:l/w grab
Residual Chlorine :
0.5/2.0 mg/1
:l/d(5/w) "
but not included in permit. ***t=(34/T+9); T=resultinq water temperature
»»**Anode contact cooling water discharge has been stopped. ALCOA no longer uses any
water to cool anodes.
d) ALCOA
Been disc
has switched to all dry scrubbing. Exhaust gas scrubbing using vater has
discontinued T/ima addition, coagulation, and sedimentation are no longer being
used, lhere is no recycling. Stoimwater runoff and nanoontact cooling voter is
discharged alow with sanitary.
-------
WA0000809: Weyerhaeuser Company of Cosmopolis, Washington, is in the Palp, Paper, and
Paperboard Category (40 CFR 430). The facility manufactures approximately 503
tons/day of dissolving grade sulfite pulp (SIC 2611) for commercial sale. Process
wastewater (23 mgd) is discharged from Outfall 001 and nonocntact cooling water (0.8
rogd) is discharged from Outfall 002. The most contaminated process wastewater is
routed to an activated sludge secondary treatment plant. The treatment plant effluent
is combined with the remaining wastewater and piped through a series of four lagoons,
three of which are aerated, before entering Grays Harbor Estuary on the outgoing tide
Noncontact cooling water receives lagoon settling followed by discharge to the
Chehalis River. BOD-5, TSS and pH limits are based on BAT and EPT=BCT (as per BP J)
effluent guidelines, lhe fecal coliform limit is based on water quality standards,
lagoon effluent at 002 shall meet water quality criteria as specified in the permit,
including turbidity < 5 MTU over natural conditions and dissolved oxygen >6.0 mg/1.
An 80% salmonid survival rate in a 96-hour bioassay of 65% effluent concentration is
required; tests shall be conducted quarterly at 001. In addition, biweekly water
quality surveys of Grays Harbor are required to obtain flow, dissolved oxygen, fecal
coliform, salinity, pH, and temperature data. Six months after the permit issuance
date, the permittee was to submit an updated version of a SPCC plan already on file.
Thereafter, yearly updates are required. The permit is subject to reopening for
toxics and the promulgation of BCT guidelines.
Effective Date: February 13, 1985 Final Permit
Expiration Date: February 13, 1990 Abstract Date: June 6, 1986
EFFLUENT LIMITS (FINAL)
WA0000809: Weyerhaeuser Company
Pollutants Outfall Avg./Max. T.fmfi-fl* and Units Monitoring
Flow
: :
:001, 002:monitor only
continuous
BOD-5 (1)
: :24900/47900***lb/d
1124/239 mg/1**)
1/d 24 hr ccmp
TSS
: :38000/70700
(190/353 " **)
ii if
Fecal Coliform
: :—/1000 per 100 ml
5/wf 2) grab
Acidity
: t monitor
1/d 24 hr camp
Settleable Solids
: :
1/w grab
Temperature
: :
continuous
Pulp Production
: sreport
daily
PH
: :5.0-9.0
continuous
: :
: :
: :
• •
• •
: :
: :
: :
: :
~Daily average/daily maximum.
**Bquivaleait_ concentrations based on 24 mgd flow but not Included in permit.
***For river flow less than 2000 cfs, daily maximum limit is 35000 lb/d.
(1) Daily maximum BOD-5 at Pitfall 002 is 500 lb/d.
(2) Monthly grabs at 002.
-------
WA0000825: The Inland Empire Paper Company, operates a newsprint pulp and paper mill
(SIC 2611, 2621), in Millwood, with a pulp production of 150 tpd of groundwood-CMN
papers pulp and 85 tpd of ground wood-chemi-mechanical (CMP) pulp, with newsprint
production totalling 235 tpd. This facility is in the Pulp. Paper, and Paperboarri
Category and discharges an average of 3.5 MGD of treated process wastewater to the
Spokane River via Outfall 001. Wastewater treatment consists of screening, vacuum
filtration, activated Sludge, and final clarification prior to discharge. Effluent
limitations are a BPJ determination of BPT. Five quarterly 96-hr acute toxicity tests
must be performed, using a salmonid as the test organism. If survival is 80% or
greater in 65% effluent, the testing frequency may be reduced to an annual basis. The
permittee must conduct a mill-scale study to determine the effect of conversion of a
portion of the pulp production to the groundwood-CMP process on the characteristics of
the final mill effluent. The results of the study may be cause to reopen the permit
for modification.
Effective Date: June 25, 1984 Final Permit
Expiration Date: June 25, 1989 Abstract Date: May 22, 1989
EFFLUENT LIMITS (FINAL)
WA0000825: Inland Empire Paper Company
Pollutants
Outfall
Avo./frax. Limits* and Units
Monitoring
Flow
001
3.5/4.5 MGD
continuous
BCD 5
10.1 (1) /19.2 (2) lb/ton
5/w 24-hr comn
TSS
16.4 (3) /30.6 (4)
n n
dH
5.0 - 9.0
continuous
Temperature
monitor onlv
n
Production
«
l/d
(1) Not to exceed 2374 lb/day
(2) Not to exceed 4536 lb/day
(3) Not to exceed 3854 lb/day
14) Not to exceed 7191 lb/dav
-------
WA0000931: Kaiser Aluminum and Chemical Corporation, located in Taocma, Washington,
operates a primary aluminum smelter which produces aluminum metal from alumina (SIC
3334). The plant has three potlines using the horizontal stud soderberg process and
one potline using the center work prebake process; production is reported as 421,000
pounds per day. The facility is in the Nanferrous Metals Category (40 CFR 421,
Subpart B). Cooling water, boiler make-up, stormwater and wastewater from the spent
cathode digging area discharge at an average rate of 2.1 mgd from Outfall 001 to the
Hylebos Waterway, and treatment is by chemical oxidation. Effluent limits in the
permit are based on HPT/BAT effluent guidelines. Discharge limits for aluminum,
nickel, antimony, and benzo(a)pyrene are based on fifty percent of the plant
production used in the rod mill. There is no BMP Plan included in the permit, but a
solid waste control plan and a SFOC plan must be submitted for approval within six
months of the issue date of the permit. A treatment syBtem operating plan, submitted
within 180 days of the issuance of the permit, must include: (1) a baseline operating
condition describing procedures used to meet limitations at production levels used to
derive effluent limits; and (2) a plan describing operating procedures needed to
maintain design treatment efficiency when production levels are below baseline levels
used to establish discharge limitations. Annual bioassays using salmonid test fishes
must allow 100 percent survival in 65 percent concentration of treated effluent.
Effective Dates August 1, 1984 Final Permit
Expiration Date: August 1, 1989 Abstract Date: April 22, 1985
EFFLUENT LIMITS (FINAL)
WA0QQ0931: Kaiser Aluminum and Chemical Corporation
Pollutants Outfall Aver./Max. Limits and Units Monitoring
:
:
Flew
: 001
report
:continuous
TSS
•
«
200/400 lb/d
:l/d 24 hr carp
Fluoride
:
100/200
2 ii ii
Oil and Grease
:
—/10 mg/1
: " grab
OH
:
6.0 - 9.0
:continuous
Pot repair and Pot soaking areas:
:
Benzo(a)pyrene
:
0.0/0.0 lb/d
:l/m 24 hr ccmp
Antimony
•
•
0.0/0.0
j It Ii
Nickel
:
0.0/0.0
2 n it
Aluminum
:
0.0/0.0
# II H
•
Fluoride
:
0.0/0.0
:l/d
Cyanide
:
—/0.05 mg/1
: " grab
Rod casting and contact cooling areas:
:
Benzo(a)pyrene
:
—/0.0002 lb/d
:l/m 24 hr ccmp
Antimony
:
0.02/0.04
^ ii i*
Nickel
:
0.008/0.012 "
^ ii ti
Aluminum
:
0.06/0.13
j II H
Fluoride
•
•
0.44/0.77
, II «
•
•
•
:
:
:
*Tt> be monitored (including flow) at the source, before dilution.
-------
WA0001040: Boise Cascade Corporation manufactures newsprint (SIC 2621), at their
Steilacoom facility, using the thermo-mechanical pulping process. This plant is in
the Pulp, Paper, Paoerboard Category (40 CFR 430, Subpart M), produces 585 tpd,
and discharges into Puaet Sound. Outfall 001 consists of treated process and sanitary
wastewater, 002 is the filter plant backwash, and 003 is the clean water from the
clearwell, hill tank overflow, and potable overflow to Asylum Creek. Wastewater
treatment was not specified. Effluent limitations are based on a determination
that BQT is equivalent to SET. Semi-annual 96-hr acute toxicity tests are required,
using a salmonid in 65% effluent. Survival must be 80%. Testing must be conducted
for three consecutive months if the processes or effluent composition changes. The
mixing zone boundaries are defined as one foot below the surface, one foot above the
bottom, a lateral distance of 180 feet from the diffuser, and a longitudinal distance
of 200 feet. A SPOC Plan must be developed and maintained.
Effective Date: June 29, 1984 Final Permit
Expiration Date: June 29, 1989 Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0001040: Boise Cascade Corporation
Pollutants Outfall Ava./Max. Limits* and Units
Flow
001
monitor onlv
continuous
Tenperature
fl
1/d arab
Production
If
dailv average
BCD 5
6500/12.500 lb/d
5/w 24-hr comn
TSS
9900/18.500
» II
pH
6.0 - 9.0
continuous
TSS
002
20/30 ma/1
1/d 24-hr comp
SANITARY PLANT DISCHARGE PRIOR TO MIXING AT OUTFALL 001
BCD 5 and TSS
not to exceed 30 mo/1
5/w 24-hr conp
Residual Chlorine
0.5 mo/1 minimum
3/w orab
Fecal Col i form
200 1/100 ml minimum
1/m
*Ava. Dailv/toax. Daily
-------
WA0001091: Georgia-Pacific Corp., located in Bellingham, Washington, is in the Pulp,
Paper, and Paperboard Category (40 CFR 430). Hie primary pulp arid paper mill products
are 620 tpd of sulfite pulp and 250 tpd of tissue paper (SIC 2631). By-products and
chemicals produced include ethyl alcohol, concentrated lignin products, sulfuric acid,
chlorine, and caustic soda. The permit regulates a flow of approximately 40 mgd from
Outfall 009: Mill process wastewaters receive primary clarification and secondary
biological treatment prior to discharge through the submerged outfall diffusar in
Bellingham Bay. Hie basis for BCT limitations is a BPJ determination that BPT equals
BCT for B0D5 and TSS. Mercury BAT limitations are based on a chlorine production rate
of 235 tpd, and unit limitations of 0.2 lbs mercury per 1000 tons chlorine as a daily
average and 0.46 Ibe mercury per 100 tens chlorine as a daily maximum. The discharge
is not to cause temperature increases outside of the facility's dilution zone
boundaries in excess of those allowed by applicable water quality standards (Chapters
173-201 VIAC). A wastewater treatment system operation plan, an updated solid waste
control plan, and a SPCC plan were required by 12/27/85. The facility is responsible
for maintaining an impervious asphalt covering over a mercury (0.17% concentration)
contaminated sludge deposit site. Discharge samples from Outfall 009 are required to
show a salmcnid survival rate of at least 80% in a 96-hour bioassay of 65% effluent
concentration. Testing is to be performed semi-annually. A BMP plan is not included
in the permit.
Effective Date: June 27, 1985 Final Permit
Expiration Date: June 27, 1990 Abstract Date: February 13, 1986
EFFLUENT LIMITS (FINAL)
WA0001091: Georgia-Pacific Corp.
Pollutants Outfall Avg./Max. Limits and Units Monitoring
: :
Flew
: 009
report
continuous
BOD-5
:
9800/18800 kg/d
(64/124 m/1**)
1/d 24 hr canp
TSS
t
15300/28500
(101/188 " **\
II It
Production(tpd),sulfite pulp
report
monthly avg
Production f tpd), chemi-mech. pulp
H
M
Mercury
:
0.023/0.05 kg/d
1/d 24 hr ccmp
Temperature
:
report
continuous
PH
t
5.0 - 9.0
It
: i
: :
: :
t :
: :
: :
: t
: :
: :
: :
t i
: t
~Composite sample refrigerated during collection.
~~Equivalent concentrations based on 40 mgd flow but not included in penult.
-------
WA0002062: The Puget Sound Naval Shipyard, in Bremerton, is engaged in shipbuilding
and ship repair (SIC 3731) placing this facility in the shipbuilding Repair
Category (40 CFR 470). Seven outfalls are regulated and are described as follows:
003 - 0.432 mgd of noncontact air compressor cooling water; 004 - 0.432 mgd of
seawater used for noncontact cooling water; 008 - 0.180 mgd of air compressor
noncontact cooling water; 012 - 0.254 mgd of air compressor noncontact cooling water;
018 - 3.80 mgd from Drydock #4 Wet Well, which collects drainage water from drydock
numbers one through five; 019 - 5.80 mgd from Drydock #6 Wet Well, which collects
drainage water from drydock number six; and 021 is the outfall for the proposed steam
treatment plant discharge. All outfalls empty into Sinclair Inlet. Wastewaters
generated from the various activities, are routed to the central treatment system,
consisting of gii/water separationr fX neutralization, chemical
coagulation/flocculation. gravity filtration and final eH adjustment. Solids are
thickened. dewatered and landfilled off-site. Effluent limitations for Outfall 021
are based on the effluent guidelines for the Steam Electric Power Generating Category
(40 CFR 423) and the limitations for the other outfalls are based on BP J. The
stormwater runoff from the new steam plant facility must be monitored from the
effective date of the permit through the first year of operation. The permittee must
determine the NOEC from quarterly 7-dav chronic toxicity tests, using Ceriodaphnia.
salmonids, and Selenastrum in 100% effluent from Outfall 021. If the results of one
year of testing indicate no toxicity, the testing frequency may be reduced to semi-
annually. A BMP Plan must be developed and implemented within six months of permit
issuance. A mixing zone has been designated and is defined as that area encompassed
within a radius of 150 feet from the end of the outfall and from the water surface to
the bottom.
Effective Date: September 12, 1986 Final Permit
Expiration Date: September 11, 1991 Abstract Date: May 25, 1989
EFFLUENT LIMITS (FINAL)
WA0002062: Puget Sound Naval Shipyard
Pollutants Outfall Ayg./faxt limits and Units Monitoring
Flow
003
: 0.432/— MGD
1/m estimate
Temperature
'-~/90 F
VI
grab
Flow
004
:0.432/-- MJD
n
estimate
Tenperature
/80 F
91
grab
Flow
008
: 0.180/— MGD
n
estimate
Temperature
s —/ 82 F
91
grab
Flow
012
: 0.254/— MGD
•t
estimate
Tenperature
1-/11 F
u
Flow
018
: 3.80/— Md>
fi
estimate
Oil and Grease
:10/15 ma/1
vt
grab
dH
:6.5 - 8.5
IV
n
Flow
019
:5.80/— MOD
VI
estimate
Oil and Grease
s10/15 na/1
n
grab
dH
:6.5 - 8.5
n
n
Flow
021
: 0.109/— MGD
continuous
Temperature
:70/90 F (winter)
1/d
grab
:75/90 F (summer)
VI
n
TSS
:30/100 na/1 (27.27/90.91 lb/d)
3/w 24-hr coran
Oil and Grease
:10/15 " (9.09/13.64 " )
1/d
grab
Total Residual Chlorine
:~/0.20 "
n
VI
Free Available Chlorine
sO.2/0.5 "
N
v«
Chromium (Total)
10.2/0.2 "
1/w
n
Zinc
si.0/1.0 "
VI
VI
•
> '
-------
WA0003000: Weyerhaeuser Corporation - Everett Kraft Mill# located in Everett,
Washington, produces bleached market pulp using a kraft pulping process (SIC 2611) in
the Pulp, Paper, and Paperboard Category (40 CFR 430). Outfall 001, consisting of
process wastewater (19 mgd), is the only waste stream discharged to a channel
connected to steamboat Slough. Discharges from 001 are limited to periods of outgoing
tidal flow, receiving treatment in an aerated stabilization lagoon. Three outfalls
are discharged without treatment to the Snohomish River: 002—stormwater runoff and
condensate (0.4 mgd); 004—fresh water filter plant backwash and river water bypass
(11 mgd); 005—surface water runoff (0.3 mgd). Information an other outfalls is not
given. Limitations are based on BAT and a BPJ determination of BCT (=BPT) effluent
guidelines for Subpart 6, Market Bleached Kraft Subcategory; limits are calculated
using an annual average production rate of 409 tpd of air dried market bleached pulp.
By 12/25/85, the facility was to submit a SPCC plan, and a solid waste control plan to
include disposal methods, generation rate, and source of waste. The permit requires
three monthly bioassays for the determination of 80% survival of salmanid test fishes
in 65% effluent concentration, and an in-situ bioassay conducted in Steamboat Slough
during the salmon smolt stage, a juvenile stage of salmon about two years old.
Effective Date: June 25, 1985 Final Permit
Expiration Date: June 25, 1990 Abstract Date: March 4, 1986
EFFLUENT LIMITS (FINAL)
WA0003000: Weyerhaeuser Corporation - Everett Kraft Mill
Pollutants Outfall Avg./Max. Limits*and Units
Monitoring
:
•
•
Flew
001,004**:monitor only
continuous
TSS
:
s13400/24900
lb/d (54/100 mg/1****)
1/d 24 hr camp
BOD-5
: 001
: 6600/12600
" (42/80 " ****)
it tl
Temperature
:
:--/84 F
continuous
PH
:
:5.0 - 9.0***
tt
:
:
• •
• •
: :
• •
• •
:
:
:
•
•
:
:
:
:
:
:
~**It>tal discharge from 001 and filter plant backwash fran 004.
~~~Excursions for pH limits under continuous monitoring are not allcxred (i.e.,
40 CFR 401.17 does not apply).
~~~~Equivalent concentrations based on 30 mod (TSS) and 19 mad (BOD-51 flows but
but not Included in permit.
-------
WA0021954: The Department of Defense operates Fort Lewis, located in Pierce County,
which has five sources for discharge. Outfall 001 is the effluent from a secondary
wastewater treatment plant consisting of primary and secondary clarifiers. trickling
filters# and chlorination. Solids are anaerobicallv digested and landfilled. The
average monthly flow, which empties into Puaet Sound, is 4.1 mgd, however the design
capacity is 7.6 mgd. Outfall 002 discharges effluent from the DuPont Stormwater
Treatment facility, which consists of dissolved air flotation and ail skimming to
Mack ay Marsh. Outfalls 003, 004, and 005 discharge stormwater runoff to Hammers
Marsh. Oily the discharge from 003 receives treatment foil skimming) prior to
discharge. Effluent limitations for 001 are based on secondary treatment standards
and those for 002, 003, 004, and 005 are based on water quality standards. Semi-
annual static chronic toxicity tests are required with six dilutions ranging from a
control to the highest concentration that produces no adverse salinity effects. The
tests must use one of three species of echinoderms and one of two species of bivalve.
Those test organisms showing no adverse response may be dropped from the testing
regimen. A NOBC should be determined for those exhibiting an adverse effect. Should
the results indicate acute or chronic toxicity, a Toxicity Reduction Evaluation may be
required.
Effective Date: January 28, 1987 Final Permit
Expiration Date: January 27, 1992 Abstract Date: May 25, 1989
EFFLUENT LIMITS (FINAL)
WA0021954: Dept. of Defense - Fort Lewis
Pollutants
ftitfall
Ava./Max. Limits* and Units
Monitoring
Flow
m.
7.6/- MGD
BCD 5
kg/d (**30/45 m/j)
continuous
1/d 24-hr cgjp
TSS
Fecal Coliform
200/4QQ t/ioo ml
(**30/45
arah
ES-
6.0 - 8.5
Residual Chlorine
monitor only
Copper (Total)
l/<3
Nickel
Chromium
FlOW
002.003.004.005
1/m estimated
Oil and grease
iQ/15 ros/1
21m arab
dL
6.0 - 8.5
1/w visual
*Avg. Monthlv/Ava. Weekly for Outfall 001? Ava. Dailv/Max. Daily for QQ2, Q03. QQ4
and QQ5t —
**Monthlv average BCD5 and TSS concentrations shall not exceed 30 ma/1 or 15% of the
influent concentrations, whichever is more stringent.
-------
WA0025721: The Dawn Mining Company proposes to pump out water that has accumlated in
two pits remaining from past open pit uranium mining projects, mine the remaining ore,
and reclaim the mine area, which is on the Spokane Indian Reservation located 35 miles
northwest of Spokane. The two pits and a retention pond would be emptied and the
water treated by reverse osmosis prior to being discharged into Blue Creek. Three
seepages flow in discrete channels and have been designated as Outfalls 001 (west
drainage), 002 (central drainage), and 003 (east drainage). The treatment system is
labeled 004 and this flows into the west drainage prior to its convergence with Blue
Creek. Effluent limitations are based on effluent limitations for the Mining and
Dressing Category (40 CFR 440, Subpart C) and water quality criteria. Oiarterly 96-hr
acute toxicity tests must yield 80% survival of salmonids in 100% effluent. Also,
quarterly 7-daY Chronic toxicity issia, using Ceriodaphnia in treatments ranging from
a control to 100% effluent, must be performed to determine the NOEE.
Effective Date: October 30, 1986 Final Permit
Expiration Date: October 29, 1991 Abstract Date: May 23, 1989
EFFLUENT LIMITS (FINAL)
WA0025721: Dawn Mining Company
Pollutants Outfall Avo./Max. Limits* and Units MWlitQCinq
Flow
001.002.003.004 monitor only
**
CCD
• a
100/200 rog/1
1/m 24-hr comD
TSS
•
20/30
ft
ft
Ra 226 (Dissolved)
•
3.0/10.0 pCi/1
It
n
Ra 226 (Total)
•
10.0/30.0
It
n
Uranium "
•
2.0/4.0 ma/1
ft
tt
Zinc "
»
0.5/1.0
It
tt
Manganese "
•
3.0/10.0 "
tt
it
Aluminum (Total Recoverable)
monitor onlv
l/<3
n
Sodium (Total)
•
ft
ft
tt
Sulfate
•
ft
ft
tt
Nitrate
*
ft
It
it
Hsrrlnpss
•
ft
It
it
dH
•
6.0 - 9.0
rrmtinuous **
Temperature
•
monitor onlv
sl/m
grab
Conductivity
•
ft
continuous **
•
1-HR AVG
4-DAY AVG
Cooper (Total Recoverable)
0.096 mg/1
1/m
qrab
•
0.055 ma/1
It
96-hr comD
radminm (Total Recoverable)
0.030 ma/1
II
grab
•
0.005 ma/1
ft
96-hr comD
•
*Ayg. Daily/Max. Daily — -—
~~Measurements for Outfall 004 shall be continuous during discharge. Measurements IOC
Outfalls 001. 002. and 003 shall be weekly and sampled instantaneously. ...
-------
WA0030899: Marine Power and Equipment Co.. Inc.. in Seattle, is a shipbuilding,
repair, and conversion facility (SIC 3731) in the Shipbuilding ansl Repair Category (40
CFR 470). Shipyard activities include paint removal (primarily by abrasive blasting),
painting, welding, fabrication, testing of marine electrical equipment, and the
cleaning and repair of marine equipment. Wastewater sources are stormwater runoff,
flooding of drydocks, hydrocaster water runoff, syncrolift deck runoff, cooling water
ballast water, pump testing, high pressure wash water, gray water, ship's sanitary
waste, and bilge water. The ship's sanitary wastes, engine bilge, and oily wastes are
collected and disposed of by a contracted disposal firm. Solvent, caustic wash, and
washwater tank liquids are recycled to minimize wastage and are not discharged. The
following is a description of the outfalls which empty into the Duwamish River; 001 -
operations occuring at the drydock and drydock runoff; 002 - runoff from the
syncrolift; 003, 004, 005, 006, 007, 008, 009, 010 - stormwater runoff. Effluent
limitations are based on State water quality standards and addressed according to
operation rather than outfall number. The permittee is required to maintain a BMP
Plan which is to address the following items at a minimum: 1) control of large solid
material; 2) control of blasting debris; 3) oil, grease, and fuel spills; 4) paint and
solvent spills; 5) abrasive blasting debris; 6) segregation of wastewater flow in dry
dock; 7) contact between water and debris; 8) maintenance of gate seals and closure;
9) water blasting, hydroblasting, and water-cone abrasive blasting; 10) maintenance of
hoses, soil chutes, and piping; and 11) overall general house cleaning operations and
procedures to prevent wastes from entering waters by air, stormwater, or direct
discharges. The biological and chemical characteristics of the water and the sediment
of the Duwamish River are to be monitored at least two times, with a three year
interval in between sampling efforts. The permit contains a standard reopener clause.
Effective Date: August 12, 1987 Final Permit
Expiration Date: August 10, 1992 Abstract Date: March 30, 1989
EFFLUENT LIMITS (FINAL)
WA0030899: Marine Power and Equipment Co., Inc. (Page 1 of 2)
Pollutants Outfall Avg./tiax. Limits and Units Monitoring
Flow
•
001
: 36.000/381.000 cubic ft/dock raising:l/m estimate
Turbiditv
•
•
•.—/10 NTU (1)
: " coitid
Oil and Grease
•
•
:10/15 ma/1
, n n
•
SttCROLIFT
Flow
•
•
002
:416.000/665.600 cubic ft/dock raisina:l/m estimate
T\irbiditv
•
t— /10 NTU (1)
: " arab
Oil and Grease
•
*
*10/15 ma/1
, n n
*
BALLAST WATER
Oil and Grease
•
•10/15 ma/1
:each use/arab
BILGE WATER
Oil and Grease
•
! 10/15 ma/;L
teach use/grah
Turbiditv
•
•
«— /10 NTU m
.ft «l It
dH
•
»
s6.0 - 9.0
a 19 VI It
fryN-rnwrarr (doling water
Temnerature
•
•
/21 C (2)
sl/m arab
•
•
t
•
•
•
•
•
•
•
•
•
•
t-n in tmi above harkaround. unless baekaround is above 50 MIU: at this
doint. the allowable increase is 20 percent.
•
12)When ambient water temperature
! exceeds 21 dearees Celsius.
under natural conditions
no fcenperature increase will be allowed which will raise the receiving water
—teiroecatuce mote than 0.3 C.
-------
EFFLUENT LIMITS (FINAL)
WA0030899: Marine Power and Equipment Co., Inc.
(Page 2 of 2)
Pollutants
«
CXjtfall
•
Avg./Max.
Limits and Units
•
a
Monitorina
HIGH PRESSURE WASH WATER
Copper (Total)
•
1.5/2.4 ma/1
(3)
each use/arab
Zinc "
•
2.8/3.3
(3)
n
n n
Nickel "
i
2.0/3.2
(3)
it
it n
Lead "
iO.76/1.2 "
(3)
vt
n n
STORMWATER DRAINS
Flow
003
4/24 GPM
l/m estimate
Oil and Grease
10/15 ma/1
It
arab
TSS
—/45
II
It
dH
6.0 - 9.0
it
It
Temperature
—/21 C
(2)
•t
It
Flow
004
2/9 GPM
l/m estimate
Oil and Grease
10/15 ma/1
n
arab
TSS
—/45
it
II
oH
6.0 - 9.0
it
n
Temperature
—/21 C
(2)
n
it
Flow
005
4/1000 GPM
it
estimate
Oil and Grease
10/15 ma/1
n
arab
TSS
—/45
n
It
pH
6.0 - 9.0
it
II
Temperature
—/21 C
(2)
n
It
Flow
006
10/1000 GPM
n
estimate
Oil and Grease
10/15 ma/1
n
arab
TSS
—/45
n
II
pH
6.0 - 9.0
n
It
Temperature
—/21 C
12)
n
II
Flow
007
7/2000 GPM
l/m estimate
Oil and Grease
10/15 ma/1
It
arab
TSS
—/45
n
It
dH
6.0 - 9.0
n
II
Temperature
—/21 C
(2)
it
It
Flow
008
42/2000 GPM
l/m estimate
Oil and Grease
10/15 ma/1
II
arab
TSS
—/45
n
n
pH
6.0 - 9.0
n
n
Temperature
—/21 C
12)
n
tt
Flow
009
14/1000 GPM
n
estimate
Oil and Grease
10/15 ma/1
19
arab
TSS
—/45 "
It
N
pH
6.0 - 9.0
It
II
Temperature
—/21 C
(2)
It
II
Flow
010
9/47 GPM
II
estimate
Oil and Grease
10/15 ma/1
It
grab
TSS
—/45
n
II
oH
6.0 - 9.0
n
n
Temperature
~/21 C
12)
n
tt
(1)Limited to 10 NTU above background, unless background is above 50 NTU: at this—,—
—point, the allowable increase is 20 percent. ;
(2)When ambient water temperature exceeds 21 degrees Celsius under qafriral conditions
no temperature increase will be allowed which will raise the receiving water
temperature more than 0-3 C. _
(3)Each vessel mist be sampled, unless the paint system has heen documented to be a
—nonsignificant metal source. Nonsignificant means the highest concentration Shall
—be no more than half the allowable average effluent limit.
-------
WA0037265: Occidental Chemical Corporation of Tkcoma, Washington, is in the
Inorganic Chemicals Manufacturing Category (40 CFR 415). The facility is primarily a
diaphragm cell chlor-alkali plant (SIC 2812), but it also has ammonia and muriatic aci
plants and a calcium chloride plant. Commercial products include chlorine, sodium
hydroxide, sodium hypochlorite, calcium chloride, muriatic acid, and ammonia. A singl
discharge from Outfall 002, the only outfall addressed in the permit, to the Hylebos
Waterway includes process, cooling, and storm waters for a maximum flow of 24.5 mgd.
Chlorine and caustic soda are produced by the electrolysis of brine in the type of eel
mentioned above. Die cell room wastewaters containing metal pollutants are recycled t
a salt pile and then through a brine purification system to the cells again in a close
loop. Chlorine waters are treated with steam stripping or, if necessary, the addition
of SO2. Lead contaminated asbestos designated as dangerous waste is drummed for shipm
to a secure landfill. Brine muds are sent to a city landfill; if, however, they fall
under state regulations for 10% salt, they are sent to a secure landfill. Limitations
for copper, lead, nickel, and TRC are based on BAT effluent guidelines [40 CFR
415.63(b)] using a production rate of 495 kkg of chlorine per day. Limits for pH and
TSS, using the same production rate, are based on BCT (=BPT,40 CFR 415.62(b)) as
determined by BP J; BCT guidelines have not yet been promulgated. The ammonia
limitations are also BPJ, though based an BAT guidelines for the Fertilizer
Manufacturing Category (40 CFR 418.23) using a production rate of 73 kkg of ammonia
per day. Hie flow limit is based on a 10-year storm event, and a pH excursion is
based on water guality criteria as determined by the WDOE. A bioassay is to be added
when the WDOE provides saltwater bioassay monitoring techniques. A temperature survey
was to be conducted during the summer of 1985 ("worst case" conditions) for
verification that the temperature limit will not violate water quality standards. A
single priority pollutant scan to include air scrubber water at the calcium chloride
facility and process water at the muriatic acid facility is required. The permit is
subject to reopening after promulgation of applicable BCT guidelines, and a SPCC plan
was to be submitted by 5/1/85.
Effective Date: March 1, 1985 Final Permit
Expiration Date: March 1, 1990 Abstract Date: March 25, 1986
EFFLUENT LIMITS (FINAL)
WAQ037265: Occidental Chemical Corporation
Pollutants Outfall Aver. /Max. Limits *and Units Monitoring
: : :
Flow
: 002
:24,500,000 gallons
1/d estimate
Temperature
>
:—/94 F
continuous
TSS (net)
•
•
:158/317 kg/d
a.7/3.4
mg/1**)
1/m 24 hr oomo
Copper, Total ( " )
:
:2.42/5.94 "
(0.026/0.064
•• **)
H tl
Lead, " ( " )
:
tl.19/2.92 -
(0.013/0.03
» **)
tl II
Nickel, " ( " )
:
:1.83/4.80 "
10.02/0.05
» **)
II II
Total Residual Chlorine (net)
*3.91/6.44 "
(0.04/0.07
» **)
4/d grab
Ammonia (as N)
:
:5.68/8.18 "
(0.06/0.09
1/m 24 hr coud
PH
:
:6.0 - 9.0
continuous
: : :
: : :
i * :
: : :
~Daily Average/Daily Maximum
~~Equivalent concentrations based an 24.5 mgd flow but not included in permit.
-------
WI0001309: The Kohler Company, which is located in Kohler, manufactures cast iron and
vitreous china bathware, brass plumbing fixtures, and internal combustion engines (SIC
3261, 3431, 3432, 3519). This facility is in the {Je£al Molding and Casting Category
(40 CFR 464), the Porcelain Enameling Category (40 CFR 466) and the ffetfll finishing
Category (40 CFR 433). An average of 1.4 mgd of process wastewater, noncontact
cooling water, and stormwater runoff is routed through two settling lagoons prior to
being discharged to the Sheboygan River via Outfall 001. There are seven internal
monitoring points and are described in the following: 101 consists of 50,000 gpd of
electroplating wastewater; 201 (A, B, and C) is 250,000 gpd of foundry wastewater and
air scrubber-dust control wastes; 301 (A and B) discharges 170,000 gpd from the
pottery process; 401 consists of 600 gpd of porcelain enameling wastewater and
groundcoat washwater; 501 is 110,000 gpd of enamel smelting frit quench water; 601
consists of 6000 gpd from the die cast building wastewater; and 701 discharges 5000
gpd of engine building process wastewater. Effluent limitations for Outfall 001 are
based on State water quality standards and BPJ. Limitations for the internal
monitoring points are based on the following categorical effluent guidelines and BPJ:
101, 601, and 701 - Metal Finishing; 201 - Metal Molding and Casting; 401 - Porcelain
Ehameling; 301 and 501 - BPJ. Two abbreviated chronic toxicity tests are required
within eight months of permit issuance and once every four months, thereafter. The
tests must use fathead minnows and Ceriodaphnia in treatments consisting of a control,
the IWC (57.8%), and 100% effluent. In lieu of obtaining an acute value from the
abbreviated chronic tests, the permittee may elect to eliminate the 100% effluent
treatment and perform acute toxicity tests at the same frequency as the chronic tests,
using three species. The acute tests must use treatments consisting of a control and
100% effluent treatment. With either test type, should one species prove to be the
most sensitive in three consecutive tests, the other species may be eliminated. A
Toxicity Reduction Evaluation may be required should the effluent prove to be toxic.
Effective Date: To Be Issued Draft Permit
Expiration Date: December 31, 1992 Abstract Date: April 27, 1989
EFFLUENT LIMITS (FINAL)
WI0001309: Kohler Conpany (Page 1 of 3)
Pollutants Outfall Avo./Max. Limits and Units Monitoring
Flow
001
>
rH
6
u
o
4J
•H
c
Total Daily
Antimony (Totall
444/1300 ua/1
1/m
grab
Beryllium "
1.3/— «
n
n
Cadmium "
6.4/22.0 ¦
ft
n
Coooer "
71.8/84.0 "
ft
n
Lead "
27.7/—
N
n
Silver "
2.0/19.6
n
n
CvanWe fAmenahlia to rhlorination 110.0/44.0 "
n
n
5
4J
£
-------
EFFLUENT LIMITS (FINAL)
WI0001309: Kohler Company (Page 2 of 3)
Pollutants Qiifall Aygt^laxt Limits SUV? Units Monitoring
Lead (Total)
101
0.43/0.69 ma/1
3/w 24-hr comn
Nickel "
2.38/3.98
«r
If N
Silver "
0.24/0.43
n
1/m "
Zinc
1.48/2.61
n
3/w "
Cvanide "
0.65/1.20
n
1/m
Total Toxic Oraanics
—/2.13
n
arah
Oil and Grease
26/52
n
3/w
TSS
31/60
n
" 24-hr conp
pH
6.0 - 10.5
1/d continuous
Flow
201A
monitor onlv
Total Dailv
Copper (Total)
0.016/0.029
ka/d
1/w 24-hr coup
Lead "
0.026/0.053
ft
ft ft
Zinc "
0.037/0.98
ft
ft ft
Total Phenols
0.03/0.086
ft
1/m
Oil and Grease
0.99/2.99
ft
1/w arab
TSS
1.5/3.81
n
" 24-hr corrp
oH
7.0 - 10.0
1/d continuous
Flow
20LB
monitor onlv
Total Dailv
Copper (Total)
0.0086/0.016
ka/d
1/w 24-hr comp
Lead
0.015/0.029
ft
ft ft
Zinc "
0.02/0.054
n
VI M
Total Phenols
0.016/0.048
N
1/m
Oil and Grease
0.54/1.68
ft
1/w arab
TSS
0.82/2.09
ft
" 24-hr conp
dH
7.0 - 10.0
1/d continuous
Flow
201C
monitor onlv
Total Dailv
Coooer (Total)
0.005/0.009
ka/d
1/w 24-hr coirp
Lead "
0.012/0.024
ft
ft ft
Zinc "
0.017/0.045
ft
ft fl
Total Phenols
0.009/0.027
ft
1/m
Oil and Grffas®
0.31/0.92
ft
1/w arab
TSS
0.46/1.16
ft
" 24-hr conp
pH
7.0 - 10.0
1/d continuous
Flow *
>* 301B
monitor only
Total Dailv
Chromium ffVital)
0.12/0.42 ma/1
1/w 24-hr coirp
Lead "
0.12/0.15
ft
ft fl
Nickel "
0.75/1.41
ft
n n
Zinc "
0.41/1.33
ft
n it
Aluminum "
1.8/4.55
ft
ft n
Iron "
0.51/1.23
If
n n
TSS
monitor onlv
n it
r»H
7.5 - 10
Flow
401
monitor onlv
Total Dailv
Chromium (Total)
0.0027/0.0065
ka/d
2/w 24-hr conp
I .pad "
0.0019/0.0023
R
fl II
•
* ' ¦
**Outfall 3Q1A mist be monitored for the same parameters and at the same frequency as
Oitfall 301B. however no limitations have been placed on 301A.
-------
EFFLUENT LIMITS (FINAL)
WI0001309: Kohler Company (Page 3 of 3)
Pollutants Ql&all Ava./Max. Limits and Units N
-------
WI0002798: Superior Fiber Products. Inc.. in Superior, produces hardboard form aspen
logs using the wet manufacturing process (SIC 2499). The final product is
characterized as Smooth-One Side, and is used for garage doors, table tops, and other
additional furniture. The facility is in the Timber Products Processing Category
(40 CFR 429) and discharges 10,000 gpd of process wastewaters and 670,000 gpd of
vacuum seal pump water and noncontact cooling water into Super ior Bay. Wastewaters
are treated in two settling ponds, and neutralized with caustic soda prior to
discharge via CXatfall 002. The effluent limitations for BCD are based on the proposed
EES effluent guidelines. TSS is from the previous Permit, and the remaining parameters
are based on water quality criteria. Acute toxicity tests are required on a quarterly
basis for two years and annually, thereafter. Chronic toxicity tests must be
conducted every six months on effluent concentrations of 100%, 30%, 10%, 3%, and 1%.
The State is in the process of determining the mixing zone and the Instream Waste
Concentration. Upon completion, the chronic tests will use a control, the IWC, and be
conducted quarterly. At least two species must be used for each test. The permittee
is required to perform a Toxicity Reduction Evaluation.
Effective Date: September 9, 1988 Final Permit
Expiration Date: June 30, 1993 Abstract Date: April 27, 1989
EFFLUENT LIMITS (FINAL)
WI0002798: Superior Fiber Products, Inc.
Pollutants Outfall Avg./HaXt Limits and Vnits Monitoriny
Flow
002
monitor onlv
1/d continuous
BCD5
1359/2603 ka/d
" 24-hr conp
TSS
340/680
91 II
Temperature
—/32 C
"
-------
WI0002810: The Nekoosa Packaging Corporation, in Tomahawk, produces sodium-based
neutral sulfite semi-chemical pulp from hardwood logs and waste paperboard (SIC 2631).
The pulp is used to produce the paper which serves as the corrugated center medium in
cardboard. The annual average paper production, at 10% moisture, is 1177 tons/day.
This facility is in the Pulp. Paper. ao£ Paperboard Category (40 CFR 430). The
permittee has five outfalls and are described as follows: 001 is the emergency
overflow from the south sump (raw wastewater); 003 is 4.3 mgd of treated process
wastewater from Lagoon No. 4; 004 is 9.1 mgd of noncontact cooling water; 005 consists
of the seepage from the lagoons to the groundwater; and 009 discharges 0.001 mgd of
stormwater drainage from a ditch adjacent to Pond No. 4. All outfalls, except 005,
empty into the Wisconsin River (Lake Mohawk sin). Wastewater is treated in a series of
four lagoons. The first lagoon is operated under anaerobic conditions and provides
BCD reduction and solids settling. The second lagoon has six surface aerators and the
third and fourth lagoons are used for stabilization. Effluent limitations are based
on the categorical effluent guidelines, water quality criteria, and those for BCD5 and
TSS reflect those in the previous permit. Limits for Outfalls 001 and 003 are
variable with respect to ammonia, BCD5, and Dissolved Oxygen. Daily maximum ammonia
limits are temperature/pH dependent and are listed in a matrix contained in the
permit. They range from 1005.2 mg/1 (T = 0-5; pH = 6.0-6.5) to 0.59 mg/1 (T ¦ 40.1-
45.0; pH = 8.51-9.0). BCD5 limits are dependent on river flow and temperature between
May 1 and October 31, and range from 1500 lb/d (T > 80 F; flow < 800 cfs) to
18,152 lb/d (T < 50 F; flow < 800 cfs; or T > 80 F; flow 2 2801 cfs). The permittee
may discharge BCD5 independent of the abovementioned if the daily average dissolved
oxygen concentrations downstream from 001 and 003 meet the minimum levels (range of
5.10 - 5.36 mg/1) listed in the permit. For the first two years, quarterly abbreviated
chronic toxicity tests, using Ceriodaphnia. must be performed on a control, the IWC
(3.6%), and 100% effluent. After two years, testing may be reduced to an annual
basis. Otarterly acute toxicity tests, using Ceriodaphnia. Daphnifl magna or TL euIsx,
and fathead minnows are required with a control and 100% effluent. Should one species
consistently (three consecutive tests) prove to be the most sensitive species, further
testing may be limited to that species only. Due to seepage into the groundwater, a
groundwater monitoring program is included in the permit.
Effective Date; Septeirber 16, 1988 Fined Permit
Expiration Date: June 30, 1993 Abstract Date: April 24, 1989
EFFLUENT LIMITS (FINAL)
WI0002810: Nekoosa Packaging Corporation (Page 1 of 2)
Pollutants Outfall Avo./Max. Limits and Units Monitoring
Flow
001 *
monitor onlv
continuous
BCD 5
10.579/21.158 lb/d
?/h renresent.
TSS
13.376/26.752 "
n "
dH
6.0 - 9.0
" arab
Flow
003
monitor onlv
continuous
BCD 5
10.579/21.158 lb/d
" 24-hr coitid
TSS
13.376/26.752 "
fl w
dH
6.0 - 9.0
" continuous
Temperature
monitor onlv
n n
Ammonia (Until 12/31/90)
n
l/m 24-hr com
(As of 01/01/91)
Dailv may. determined from matrix
II «
Copper (Total)
n
It «
Cadmium "
n
It I
Lead "
" (Effective until 12/31/90)
ft It
-/13.14 ua?l fAs of 0l/01/91)
n «
~Discharge is limited to short-term situations caused bv unavoidable mechanical
breakdowns. .
-------
EFFLUENT LIMITS (FINAL)
WI0002810: Nekoosa Packaging Corporation (Page 2 of 2)
PQllUtantS CXitfall Ava./Max. Limits and Units
Monitoring
Zinc (Total)
monitor onlv
1/m 24-hr coup
4.6-Din i tr o-o-cresol
II
ft vi
P-chloro-m-cresol
" (Effective until 12/31/90)
n vi
(As of 01/01/91)
No detection at 10 ua/1
vi n
Hardness (Total)
monitor onlv
VI VI
Effluent Toxicitv
n
see narrative
Total Kieldahl Nitroaen
" (monitor Mav - October)
1/m 24-hr conm
Nitrate + Nitrite
vt { w n vv j
II tl
Total Phosphorus
n i n n n ^
n n
dH
:6.0 - 9.0
vt ft
Flow
Influent** monitor only
Total Dailv
TSS
74/367 ka/d (30/100 ma/1)
1/d 24-hr conp
Total Copper ***
4/4 " (1.0/1.0 " )
vi n
Total Iron ***
4/4 " (1.0/1.0 " )
vi n
Oil and Grease
37/73 " (15/20 " )
" arab
dH
6.0 - 9.0
vt n
Flow
004
monitor only
Total Dailv
Temoerature
—/140 F
1/d continuous
Flow (Hydraulic Seepaae)
005
monitor onlv
1/m estimated
Flow
009
VI
1/a
Dissolved BCD5
n
" arab
Dissolved CCD
n
vv ti
Dissolved Oraanic Nitroaen
n
vt ti
Dissolved Ammonia :
n
vv n
Dissolved Nitrate + Nitrite
n
n vi
Dissolved Sodium :
ft
n n
Dissolved Alkalinity :
n
Vt VI
Total Dissolved Solids :
n
n vt
Specific Conductivity :
n
vt vt
dH :
n
vt n
REQUIREMENTS FOR GROUNDWATER MONITORING WELTS
Depth to Groundwater
monitor only
1/m arab
Groundwater Elevation
VI
Vt VI
Dissolved BCD5
(1)
Vt VI
Dissolved CCD
VI
n n
Dissolved Oraanic Nitroaen
Vf
ft n
Dissolved Ammonia :
VI
n n
Dissolved Nitrate + Nitrite
2.0 ma/1 (Preventive Action Limit)
VI It
Dissolved Sodium
(1)
VI vt
Dissolved Alkalinitv
ft
vt n
Total Dissolved Solids
250.0 ma/1 (Preventive Action Limit)
It VI
Specific Conductivity
(1)
ti n
dH
vv
vt n
Color
7.5 color units (PAL)
n vt
to the wastewater treatment system.
(1) Limits will be calculated after the State evaluates existing data.
-------
WI0003620s Nekoosa Papers. Inc. operates a wastewater treatment facility that treats
effluent from both the Nekoosa and Port Edwards pulp and paper mills (SIC 2611, 2621).
The Nekoosa facility has a bleached kraft pulping operation and the Port Edwards
facility has a magnesium-based sulfite pulp mill. Both facilities are in the Pulp.
Paper. £0& Paperboard Category (40 CFR 430) and manufacture writing grade papers. The
company has nine outfalls, eight of which discharge to the Wisconsin Eiygt, and
Outfall 005 discharges to the groundwater from the alum sludge dewatering system. The
following is a description of the outfalls: 001 is the emergency overflow for the
Chlorine dioxide lift station; 002 consists of 31.9 mgd from the joint wastewater
treatment system; 003 is an emergency overflow for the No. 8 paper machine clear
sewer; 004 discharges Port Edwards noncontact turbine cooling water; 005 is the
seepage from the alum sludge settling basin; 006 discharges once-through noncontact
cooling water from the Nekoosa mill; 007 is an emergency overflow for the Port Edwards
bleach plant; 008 is an emergency overflow used during a lift pump failure at the
Nekoosa mill; and 009 is the emergency overflow used during a lift pump failure at the
Port Edwards mill. Outfalls 001, 007, 008, and 009 are only emergency outfalls
through which raw wastewaters are discharged in the event of mechanical failures. In
the event of an overflow, the discharge must be sampled no less than once per hour.
Total quantities discharged may not exceed the effluent limitations. Wastewater
treatment consists of primary clarifiers. two settling laqPOHS where nutrients are
added, an activated filudafi SX££SID, three secondary fflarifieCS* a ifiam B2Q&
Primary sludge is mixed with thickened secondary sludge, and dewatered in coil
filters. The sludge is monitored according to the Sludge Management Plan prior to
land-application. Effluent limitations are water quality-based limitations. Daily
maximum ammonia limits are pH and temperature dependent and are listed in a matrix
contained in the permit. Maximum daily wasteload allocations for BCD5 are temperature
and river dependent and are also listed in a table. Qiarterly abbreviated chronic
toxicity tests are required for two years and annually beginning one year prior to
expiration. The tests must use fathead minnows and Ceriodaohnia in treatments
consisting of a control, the IWC (14.5%), and 100% effluent. In lieu of obtaining an
acute value from the abbreviated chronic tests, the permittee may elect to eliminate
the 100% effluent treatment and perform acute toxicity tests at the same frequency as
the chronic tests, using three species. The acute tests must use treatments
consisting of a control and 100% effluent treatment. With either test type, should
one species prove to be the most sensitive in three consecutive tests, the other
species may be eliminated. A Toxicity Reduction Evaluation may be required should the
effluent prove to be toxic.
Effective Date: Septentoer 29, 1988 Final Permit
Expiration Date: June 30, 1993 Abstract Date: April 25, 1989
EFFLUENT LIMITS (FINAL)
WI0003620: Nekoosa Papers, Inc. (Page 1 of 2)
Pollutants Qjtfall Avo./toax. Limits and Units Monitorinq
Flow 001.002.007.008.009 monitor onlv
•AM rontinuous
BCD 5
7172/13.808 ka/A
• " 24-hr como
TSS
12.232/22.764 "
# 91 It
Tenperature
monitor onlv
• " rontinuous
pH
5.0 - 9.0
# « n
Total Kieldahl Nitroaen
monitor onlv
:l/m 24-hr comD
Nitrite and Nitrate
It
f h n
Total Phosphorus
fl
9
•
-------
WI0003620: Nekoosa Papers. Inc. operates a wastewater treatment facility that treats
effluent from both the Nekoosa and Port Edwards pulp and paper mills (SIC 2611, 2621).
The Nekoosa facility has a bleached kraft pulping operation and the Port Edwards
facility has a magnesium-based sulfite pulp mill. Both facilities are in the Pulp.
Paper. an& Paperboard Category (40 CFR 430) and manufacture writing grade papers. The
company has nine outfalls, eight of which discharge to the Wisconsin River¦ and
Outfall 005 discharges to the groundwater from the alum sludge dewatering system. The
following is a description of the outfalls: 001 is the emergency overflow for the
Chlorine dioxide lift station; 002 consists of 31.9 mgd from the joint wastewater
treatment system; 003 is an emergency overflow for the No. 8 paper machine clear
sewer; 004 discharges Port Edwards noncontact turbine cooling water; 005 is the
seepage from the alum sludge settling basin; 006 discharges once-through noncontact
cooling water from the Nekoosa mill; 007 is an emergency overflow for the Port Edwards
bleach plant; 008 is an emergency overflow used during a lift pump failure at the
Nekoosa mill; and 009 is the emergency overflow used during a lift pump failure at the
Port Edwards mill. Outfalls 001, 007, 008, and 009 are only emergency outfalls
through which raw wastewaters are discharged in the event of mechanical failures. In
the event of an overflow, the discharge must be sampled no less than once per hour.
Total quantities discharged may not exceed the effluent limitations. Wastewater
treatment consists of primary clarifiers. two settling lagoons where nutrients are
added, an activated sludge systam, three secondary clarifiers. and a foam pond.
Primary sludge is mixed with thickened secondary sludge, and dewatered in coil
filters. The sludge is monitored according to the Sludge Management Plan prior to
land-application. Effluent limitations are water aualitv-based limitations. Daily
maximum ammonia limits are pH and temperature dependent and are listed in a matrix
contained in the permit. Maximum daily wasteload allocations for BCD5 are temperature
and river dependent and are also listed in a table. Quarterly abbreviated chronic
toxicity tests are required for two years and annually beginning one year prior to
expiration. The tests must use fathead minnows and Ceriodaohnia in treatments
consisting of a control, the IWC (14.5%), and 100% effluent. In lieu of obtaining an
acute value from the abbreviated chronic tests, the permittee may elect to eliminate
the 100% effluent treatment and perform acute toxicity tests at the same frequency as
the chronic tests, using three species. The acute tests must use treatments
consisting of a control and 100% effluent treatment. With either test type, should
one species prove to be the most sensitive in three consecutive tests, the other
species may be eliminated. A Toxicity Reduction Evaluation may be required should the
effluent prove to be toxic.
Effective Date: September 29, 1988 Final Permit
Expiration Date: June 30, 1993 Abstract Date: April 25, 1989
EFFLUENT LIMITS (FINAL)
WI0003620: Nekoosa Papers, Inc. (Page 2 of 2)
Pollutants OifcfaLl Avg./Max. Limits and Units Monitoring
Ammonia 001.002.007.008.009
•
fUnHl 12/31/90):
smonitor onlv
:l/m 24-hr coup
(As of 01/01/91):
:Listed in table (paae 7 of permit)
. n «i
Thallium (Until 12/31/90)
:monitor onlv
, n it
•
(As of 01/01/91):
:36.3/141 ua/1
. w n
2.3.7.8-TCDD :
imonitor onlv
tl/a
2.3.7.8-1CDF :
"
.It It
Flow : 004
!monitor onlv
:l/d continuous^
Tfemoerature :
:—/49 C
m n n
TSS !
:—/30 ma/1
:l/w arab
pH :
:6.0 - 9.0
# II II
•
•
•
-------
WI0037991: Consolidated Papers Inc.. in Wisconsin Rapids, operates the Water fraality
Center (WQC) which is a biological wastewater treatment facility that treats pulp and
paper mill process wastewater from the Biron, Kraft, and Wisconsin Rapids Divisions.
These three facilities, which fall under the Pulp. Paper. Paperboard Category (40
CFR 430), manufacture pulp, enamel, printing papers, and paperboard (SIC 2611, 2621,
2631) from waste paper. Wastewater from the Pfizer, Inc. Precipitated Calcium
Carbonate Plant is also treated. Outfall 001 is the main discharge from the WQC and
consists of 19.6 mgd of process wastewater from the three divisions of Consolidated
Papers and Pfizer, Inc. Outfall 010 is 2.8 mgd of stormwater and noncontact cooling
water from the Kraft division. Outfalls 011, 012, and 013 discharge 11.1 mgd, 11.9
mgd, and 2.4 mgd, respectively, of stormwater, seal water, and noncontact cooling
water from the Biron division. Internal Monitoring Point 112 samples the Biron
deculator precondenser and vacuum pump seal waters. Outfalls 014 and 016 are
emergency outfalls for process wastewater from the Biron and Wisconsin Rapids
divisions, respectively. Outfalls 015, 017, and 018 consist of seal pump water and
noncontact cooling water. All outfalls empty into the Wisconsin River. The treatment
facility consists of influent neutralization, primary clarification, extend
aeration# and secondary clarification. Primary and secondary sludges are thickened,
chemically conditioned and dewatered by one of three belt presses. The sludge is
hauled to a landfill site. Effluent limitations are based on NSPS effluent
guidelines# wastgl
-------
EFFLUENT LIMITS (FINAL)
WI0037991: Consolidated Papers, Inc. (Page 2 of 2)
Pollutants Qitfall Ava./Max. Limits and Uhits Monitoring
Flow
010
monitor onlv
1/d estimate
Termer ature
—/48.9 C
" arab
dH
6.0 - 9.0
ft ft
Flow 011.012.013
monitor onlv
" continuous
Temperature
»/48.9 C
ft ft
dH
monitor onlv
" arab
Flow
014
n
* Total Daily
BCD5
—/ll. 340 ka/d
* comD
TSS
monitor onlv
* »
Flow
015
It
1/d continuous
Temperature
—/40.6 C
" arab
dH
6.0 - 9.0
ft ft
Flow
016
monitor onlv
* Total Daily
BCD 5
—/10.200 ka/d
* comD
TSS
monitor onlv
* »
Flow
017
ft
1/w estimated
Temperature
—/35 C
" arab
dH
monitor onlv
n n
Flow
018
ft
1/d continuous
Temoerature
—/48.9 C
" arab
pH
6.0 - 9.0
ft ft
~Monitoring required only during periods of discharge.
-------
WI0043583: The Wisconsin Electric Power Company Pleasant Prairie Power Plant is a
coal-fired steam electric power plant (SIC 4911) consisting of two operating boilers
and steam-turbine generator units, each with an output of 580 megawatts. This
facility is in the steam Electric Power generating Category (40 cfr 423) and
discharges to Lake Michigan through the main outfall (001). Outfall 002 is the bypass
from 001 for intake deicing and Outfall 003, which discharges to Jerome Creek,
consists of coal pile runoff basin emergency overflow. A discharge from 003 is
allowed only when the storm event exceeds a 10-yr, 24-hr storm event. The flow from
Outfall 001 originates from four internal outfalls: 101 consists of 2.2 mgd of cooling
tower blowdown; 301 discharges 1.2 mgd of low volume wastewater; 401 is 0.845 mgd of
coal pile runoff; and 501 consists of 0.472 mgd of metal cleaning wastewaters.
CXitfalls 301, 401, and 501 are treated separately in the neutralization-precipitation-
sedimentation facility, which consists of solids-contact clarifiers and a dual mslia
filter with vacuum filters for sludge handling. Effluent limitations are based on the
categorical BPT/BAT effluent guidelines.
Effective Date: To be issued Final Permit
Expiration Date: March 31, 1993 Abstract Date: April 21, 1989
EFFLUENT LIMITS (FINAL)
WI0043583: Wisconsin Electric Power Company - Pleasant Prairie Plant
Pollutants Qjtfaii Avg./toax, kiinits and Units Monitoring
Flow
101
monitor only
1/d continuous
Temperature
n
fl tt
Intake Temperature
n
If II
Free Available Chlorine *
0.2/0.5 ma/1
1/w grab
pH
6.0 - 9.0
n ft
Chromium **
0.2/0.2 ma/1
" 24-hr comD
Zinc
1.0/1.0
n H
Copper
monitor only
M ft
Hardness
n
it n
Other Prioritv Pollutants
No Detectable Amounts when used "
Flow
301
monitor onlv
Total Dailv
TSS
74/367 ko/d (30/100 ira/1)
1/w 24-hr corns
Oil and Grease
*37/73 " <15/20 " )
grab
PH
6.0 - 9.0
n n
Flow
401
monitor onlv
Tnt-sl Dailv
TSS
—/183 kg/d (—/50 nc/1)
1/w 24-hr cone
Oil and Grease
—/55 " (~/7C) " )
" grab
pH
6.0 - 9.0
VI vi
Flow
501
monitor onlv
Total Dailv
TSS
74/367 ko/d (30/100 ma/1)
1 /A 24-hr coiro
Total CoDoer ***
4/4 " (1.0/1.0 " )
It VI
Total Iron ***
4/4 " (1.0/1.0 " >
vv n
Oil and Grease
37/73 " <15/20 " )
" grab
PH
6.0 - 9.0
va n
*Not to be discharged more than two hours per dav. —
**If there is no addition of cooling tower maintenance chemicals containing chromium
in other than trace amounts, monitoring will not be required, however, effluent
limitations will remain in effect.
***Monitoring only required when metal cleaning wastes are being treated and
discharged.
-------
WI0054500: Metallics. Inc. of Onalaska, performs stamping, lithographing, and metal
finishing operations in the production of metal nameplates and decorative trim (SIC
3479). The facility is in the Metal Finishing Category (40 CFR 433) and discharges
0.0208 mgd of metal etching and anodizing wastewaters to Halfway Creek. Pollution
abatement consists of neutralization, flocculation. sedimentation, and pressure
filtration. The combined plant discharge is via CXitfall 003, however, the limitations
and monitoring requirements apply to the separate internal monitoring points
designated as Outfall 103 for the treated process wastewater and CXitfall 203 for the
noncontact cooling water. Effluent limitations are based on water quality
considerations. The permittee has been given interim limits until the additional
treatment equipment has been fully installed and tested. Daily maximum ammonia limits
are pH and temperature dependent. They are listed in the permit in the form of a
matrix and range from 1.6 mg/1 (T = 20.1-22.0; pH = 8.81-9.0) to 229.0 mg/1 (T < 12 C;
pH < 7). Acute toxicity tests are to be performed on a combined sample from Outfalls
103 and 203, using a control and 100% effluent. Two tests must be performed within
180 days of commencing discharge to Halfway Creek, and three species must be used. If
toxicity is found, the tests must be continued on a quarterly basis. If one species
is clearly the most sensitive for three consecutive tests, further testing may be
limited to that one species. A result of less than 50% survival will be indicative of
acute toxicity. Should the discharge prove to be acutely toxic, a Toxicity Reduction
Evaluation may be required.
Effective Date: June 30, 1988 Final Permit
Expiration Date: December 31, 1992 Abstract Date: April 25, 1989
EFFLUENT LIMITS (FINAL)
WI0054500: Metallics, Inc. (Page 1 of 2)
Pollutants
Outfall
»
Avg.Max. Limits and Units
» «
Monitoring
Flow
003
monitor onlv
Total Daily
LTMTTS EFFECTIVE UNTIL AUGUST 31.
1989
Flow
103
monitor onlv
Total Daily
Temperature
«l
1/d
arab
pH
6.0 - 9.0
1/d continuous
TSS
31.0/60.0 ma/1
*
24-hr camp
Antimonv (Total)
monitor only
l/m
n
Beryllium "
n
ll
n
Ca3mium
—/46.9 ua/1
1/Y
IV
Chromium (Total)
1.71/2.77 ma/1
2/y
n
Hexavalent Chromium
monitor onlv
1/m
vv
Conner (Total}
VI
*
n
T 9
329.0/690.0 uo/1
2/y
n
Nickel "
2.38/3.98 ma/1
n
n
Silver "
monitor onlv
l/m
n
Zinc "
i—/948.0 uo/1
1/y
n
Cyanide "
monitor onlv
l/m
grab
Oil and Rrpasp
26.0/52.0 ma/1
2/y
19
Fluor ide
monitor onlv
l/m 24rJ3r_ffgnp
Ammonia
n
*
n
Tnfal Hardness
400.0 ma/1 minimum
*
VI
TtmHa Oraanics
t
—/2.13 ma/1
1/y
grab
»
~Monitoring to be performed every other production dav.
-------
EFFLUENT LIMITS (FINAL)
WI0054500: Metallics, Inc. (Page 2 of 2)
Pollutants Ontfflll Ava./Max. Limits and Units
Monitoring
uxi'ixio ciru-iivii no ur be
Flow
103
.. 170J
monitor onlv
Total Dailv
Temperature
If
1/d arab
dH
6.0 - 9.0
1/d continuous
TSS
31.0/60.0 ma/1
* 24-hr coitlP
Antimony (Total)
—/1.625 ma/1
Beryllium "
13.7/291 ua/1
7/m
Cadmium
—/46.9 ua/1
1/y "
Chromium (Total)
1.71/2.77 ma/1
2/v
Hexavalent Chromium
—/40.0 ua/1
1/m "
Copper (Total)
—/164.0 "
* "
Lead
329.0/690.0 ua/1
2/v
Nickel "
2.38/3.98 ma/1
n it
Silver
17.5/55.0 ua/1
2/m
Zinc "
—/948.0 ua/1
1/v
Cyanide "
12.4/55.0 "
2/m arab
Oil and Grease
26.0/52.0 ma/1
2/y
Fluoride
—/10.0
~ 24-hr como
Ammonia (May - Oct.)
21.9/**
* "
(Nov. - April)
101.0/"
* "
Total Hardness
400.0 ma/1 minimum
* "
Total Toxic Oraanics
—/2.13 ma/1
1/y arab
Flow
203
monitor onlv
Total Daily—
RECEIVING WATER MONITORII
Copper (Total)
*3 RECUIR]
monitor onlv 2/v not specified
Nickel "
it n it
Lead "
n » «
Chromium "
W n it
Cadmium "
it ii tt
SEDIMENT MONITORING REQUIREMENTS
Copper (Total)
monitor onlv 1/v not specified
Nickel
n n n
Lea3
n n it
Chromium "
n n it
Cadmium "
n n it
Aluminum "
n n n
Particle Size
• n it
•
B
•
•
•
•
"
~Monitoring to be performed every other production dav.
~~Daily maximum limits shall be determined from matrix contained in permit and
mentioned above> —
-------
WV0000116: Guyan Machinery Company, is located in Logan, West Virginia, and is
engaged in the manufacture and repair of mining equipment and supplies (SIC 3441,
3535). A guidelines category is not available for this industry. Hie plant has two
discharges to the Guyandotte River, each with daily maximum flows of 1.5 gpm. Outfall
001 includes noncantact cooling water and process wastewater from a high pressure
cleaning area. Outfall 002 consists of noncantact cooling water. Wastewaters are
routed to a sump where settling occurs before entering an oil/water separator followed
by discharge. Noncantact cooling water enters the river without treatment, The
permit limitations are based on water quality starv^-nrta (Chapter 1, Section 3 of
Administrative Regulations). Because treatment does not provide for the removal of
organics, non-detectable limits are required for 1,1,1-trichloroethane and toluene. A
BMP plan shall have been implemented by 60 days after the permit issuance date.
Effective Date: July 27, 1984 Final Permit
Expiration Date: July 26, 1989 Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
WV0000116: Guyan Machinery Ccrpany
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flew : 001 :—/0.0015 mqd
1/m measure
TSS • :—/15 ma/1
" qrab
Oil and Grease i :—/60 "
tl M
Detergent : :monitor
ft If
1,1,1-Trichloroethane : : nan-detectable
It It
Toluene : : non-detectable
II II
pH : :6.0-9.0
II II
: :
Flow : 002 :monitor only
1/y measure
Temperature : :—/87 F
" i.s.*
: :
: t
: :
: :
: :
: :
: :
: :
i i
: :
: :
: :
: : :
*i.s.=immarsion stabilization.
-------
WV0000779: Kaiser Aluminum and Chemicals Corp. located in Ravenswood, West Virginia,
produces aluminum from ore and forms aluminum sheet and plate (SIC 3334, 3353) in the
Aluminum Forming Category (40 CFR 467). Plant discharges are to the Ohio River at
Outfalls 001, 002, and 004. Noncontact cooling water, process wastewater, and
stormwater runoff are discharged at 001 and the limitations are from the previous
permit. The waste stream at 002 also consists of nonoantact cooling water, process
wastewater, and stormwater runoff, although the bases for the limitations are BAT
guidelines found in Subparts A, Polling With Neat Oils Subcategory, and B, Rolling
With Emulsions Subcategory. 004 consists of process wastewater, blocking well
effluent (installed to correct groundwater contamination due to cyanide and fluoride),
and waste streams from internal Outfalls 104 (anode cooling tower blowdown) and 204
(sanitary treatment plant effluent); the limits are based on the previous permit
(004), allowances for anode contact cooling water found in 40 CFR 421, Nanferrous
Metals Manufacturing Category as per BPJ (104), and water quality standards using a
WV Wasteload Allocation Process (204). Outfalls 003 and 005 are unoontaminated
stormwater runoff, and therefore are unregulated. Sanitary wastewater flows to
clarifiers, rotating biological contactors, and a chlorine contact chamber. Outfall
002 treatment includes recycle and oil/water separation—the oil is sold and the water
is spray irrigated. Other treatment is not specified. Process wastewater at 001
shall be eventually routed to 002. Due to the recent promulgation of applicable
guidelines, the permittee has until 2/11/87 in which to comply with limits at 104.
Semi-annual bioroonl taring shall be conducted at 004 by determining the static 96 hour
median DC50. If the LC50 is greater than 80%, the biomonitoring frequency may be
changed to once per year.
Effective Date: February 11, 1985 Final Permit
Expiration Date: February 10, 1990 Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
WV0000779: Kaiser Aluminum and Chemicals Corp. (Page 1 of 2)
Pollutants Outfall Avq./Max. Limits and Units Monitoring
: :
TSS
: 001
:34/54
lb/d
2/m 24 hr ccmp
Oil and Grease
:
:—/13
n
»
* grab
Cyanide***
t
I—/0.19
M
" 24 hr ccmp
TSS
: 002
:97.2/257.9
•i
ii ii
Oil and Grease
:
*59.8/125.8
«i
grab
Chromium***
:
:0.7/2.3
m
" 24 hr ccmp
Cyanide***
i
:0.5/1.5
M
M H
Zinc***
:
:2.3/7.6
II
II M
Aluminum
j
:12.8/33.3
II
II H
TSS
: 004
»369/580
II
II
II
Oil and Grease
t
*— /145
II
II
grab
Fluoride
t
*96/126
II
II
24 hr ccmp
Cyanide
t
:46/92
•1
II
ii
Antimony
t 104
*0.18/0.41
H
II
II
Nickel
:
:0.08/0.12
II
II
II
Aluminum
:
*0.57/1.28
II
II
tl
Fluoride
:
:4.18/7.32
•1
II
II
Benzo(a)pyrene
:
:—/0.002
II
II
II
Flow
: 204
t—/0.364
npd
l/m
measure
BOD-5
t
:30/60
TO/1
1/m 8 hr camp
-------
WV0000779: Kaiser Aluminum and Chemicals Corp. located in Ravenswood, West Virginia,
produces aluminum from ore and forms aluminum sheet and plate (SIC 3334, 3353) in the
Aluminum Forming Category (40 CFH 467). Plant discharges are to the Ohio River at
Outfalls 001, 002, and 004. Noncontact cooling water, process wastewater, and
storrrwater runoff are discharged at 001 and the limitations are from the previous
permit. The waste stream at 002 also consists of noncontact cooling water, process
wastewater, and storrrwater runoff, although the bases for the limitations are BAT
guidelines found in Subparts A, Rolling With Neat Oils Subcategory, and B, Rolling
With Bnulsions Subcategory. 004 consists of process wastewater, blocking well
effluent (installed to correct groundwater contamination due to cyanide arei fluoride),
and waste streams from internal Outfalls 104 (anode cooling tower blowdown) and 204
(sanitary treatment plant effluent); the limits are based on the previous permit
(004), allowances for anode contact cooling water found in 40 CFR 421, Nonferrous
Metals Manufacturing Category as per EPJ (104), and water quality standards using a
WV Wasteload Allocation Process (204). Outfalls 003 and 005 are uncontaminated
Btormwater runoff, and therefore are unregulated. Sanitary wastewater flows to
clarifiers, rotating biological contactors, and a chlorine contact chamber. Outfall
002 treatment includes recycle and oil/water separation—the oil is sold and the water
is spray irrigated. Other treatment is not specified. Process wastewater at 001
shall be eventually routed to 002. IXie to the recent promulgation of applicable
guidelines, the permittee has until 2/11/87 in which to comply with limits at 104.
Semi-annual bicmonitoring shall be conducted at 004 by determining the static 96 hour
median LC50. If the LC50 is greater than 80%, the bicmonitoring frequency may be
changed to once per year.
Effective Date: February 11, 1985 Final Permit
Expiration Date: February 10, 1990 Abstract Date: May 29, 1986
EFFLUENT LIMITS (FINAL)
WV0000779: Kaiser Aluminum and Chemicals Corp. (Page 2 of 2)
Outfall Avq./Max. Limits and Units
Pollutants
Monitoring
TSS
: 204
30/60 mcr/1
tl/m 8 hr ccno
TKN
•
•
18/36
2 it tt
Fecal Coliform
•
•
200/400 per 100 ml
: " grab
Flow
:001,002,
monitor only
:2/m* measure
:004,104
:
PH
1001,002,
6.0-9.0
:** grab
>004,204
:
:
•
•
•
•
•
•
:
t
: : :
: : :
: : :
**2/m-001, 004; l/d-002: l/m-204.
***M3nitoring not required if (1) First sample of each calendar year has less than
0.07 mq/1 cyanide, 0.084 mg/1 chromium, 0.33 mg/1 zinc; (2) Permittee certifies"
that the above pollutants are not and will not be used in the aluminum
forming process.
-------
WV0000787: American Cyanamid Co., located in Willow Island, West Virginia,
manufactures beta naphthol (BN) and its derivatives, urethane chemicals, specialty
chemicals, surfactants, catalysts, and animal feed intermediates (SIC 2869, 2833,
2865, 2819). The facility is in the Organic Chemicals and Plastics and Synthetic
Fibers Category (40 CER 414). Plant discharges are to an unnamed wet weather
ditchline to Cow Creek, a tributary of the Ohio River (Outfall 001), and to the Ohio
River (Outfalls 003, 004, and 007). 001 is process wastewater, nonoontact cooling
water, boiler blowdown, stonnwater runoff, sanitary wastewater, contaminated
groundwater, and wastewater from a sludge and an ash impoundment; 003, 004, and 005
are backflushes from intake well water piping; 006 is fly ash pond effluent,
discharged to groundwater; 007 is surface runoff/leachate from an area near the old
fly ash pond which is now covered and closed. Only treatment of 001 is described, and
it includes bar screening, neutralization, clarification, and activated
sludge/aeration; sludge receives chemical conditioning and filtration before landfill
on plant property. A small portion of the plant operations fall under the
Pharmaceutical Manufacturing Category (40 CFR 439); however, since BCT limits are
reserved and BAT limits cover only total cyanide, which iB present only in trace
amounts (20-55 ppb) in the effluent, these guidelines are not applied. Another small
portion (1.3%) falls under the Inorganic Chemicals Category (40 CER 415); it has been
determined, however, that the operations are not covered by the guidelines. Therefore
as per BPJ the limits on 001 are based on proposed guidelines for the organic
chemicals industry (40 CER 414, Subpart C, Oxidation Subcategory) and water
quality standards. Analytical data is not available to derive limits on 003, 004, and
007. Biomonitaring is required at 001, consisting of quarterly 48 hour static
toxicity tests using fathead minnows and Daphnia (pulex or magna), in replicate
following the procedures outlined in EPA publication No. 600/4-78-02. Upon review of
the biomonitoring results, the permit may be modified to include additional
biomonitoring requirements and/or a toxicity reduction plan. Other permit
requirements include: GC/MS analysis for organic priorty pollutants, performed semi-
annually (Outfall 001); quarterly reports on percentage removal efficiencies of the
treatment system for BOD-5, COD, T0C, TSS, and NH3-N; sludge analysis (shake test) at
the fly ash pond. The permittee shall continue to implement a previously submitted
BMP plan.
Effective Date: June 5, 1985 Final Permit
Expiration Date: June 4, 1990 Abstract Date: June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0000787: American Cyanamid Co. (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
Flew t
001 :—/8.0 mod
continuous
BOD-5 :
:2400/4800 lb/d
1/w 24 hr camp
TSS »
:2250/4000
ii •(
COD :
t13000/26000 "
M M
T0C :
monitor
II II
Anmonia fas N) :
: 1500/3000 lb/d
II •«
Fecal Coliform :
: 200/400 per 100 ml
" grab
TOC :
:1.0/2.0 mg/1
II M
Color :
:—/200 APHA
" 24 hr camp
Odor :
:48/120 threshold
1/m grab
Chloride :
»18000/26000 lb/d
1/w 24 hr cctod
Sulfate :
:60000/65000 •
II H
Total Zinc :
:1.5/3.0 mg/1
•i ii
Total Mercury :
:0.025/0.05 lb/d
ii ti
Total Phenolic Material :
:6/12
,f qrab
Benzene :
:—/40 ug/1
H H
-------
WV0000787: American Cyanamid Co., located in Willow Island, West Virginia,
manufactures beta naphthol (EN) and its derivatives, urethane chemicals, specialty
chemicals, surfactants, catalysts, and animal feed intermediates (SIC 2869, 2833,
2865, 2819). The facility is in the Organic Chemicals and Plastics and Synthetic
Fibers Category (40 CFR 414). Plant discharges are to an unnamed wet weather
ditchline to Cow Creek, a tributary of the Ohio River (Outfall 001), and to the Ohio
River (Outfalls 003, 004, and 007). 001 is process wastewater, nonoantact cooling
water, boiler blowdown, stormwater runoff, sanitary wastewater, contaminated
groundwater, and wastewater from a sludge and an ash impoundment; 003, 004, and 005
are backflushes from intake well water piping; 006 is fly ash pond effluent,
discharged to groundwater; 007 is surface runoff/leachate from an area near the old
fly ash pond which is now covered and closed. Only treatment of 001 is described, and
it includes bar screening, neutralization, clarification, and activated
sludge/aeration; sludge receives chemical conditioning and filtration before landfill
on plant property. A small portion of the plant operations fall under the
Pharmaceutical Manufacturing Category (40 CFR 439); however, since BCT limits are
reserved and BAT limits cover only total cyanide, which is present only in trace
amounts (20-55 ppb) in the effluent, these guidelines are not applied. Another small
portion (1.3%) falls under the Inorganic Chemicals Category (40 CFR 415); it has been
determined, however, that the operations are not covered by the guidelines. Therefore
as per EPJ the limits on 001 are based on proposed guidelines for the organic
chemicals industry (40 CFR 414, Subpart C, Oxidation Subcategory) and water
quality standards. Analytical data is not available to derive limits on 003, 004, and
007. Biomanitorinq is required at 001, consisting of quarterly 48 hour static
toxicity tests using fathead minnows and Daphnia (pulex or magna), in replicate
following the procedures outlined in EPA publication No. 600/4-78-02. Upon review of
the biomanitoring results, the permit may be modified to include additional
biomonitoring requirements and/or a toxicity reduction plan. Other permit
requirements include; GC/MS analysis for organic priorty pollutants, performed semi-
annually (Outfall 001); quarterly reports on percentage removal efficiencies of the
treatment system for BCD-5, COD, TOC, TSS, and NH3-N; sludge analysis (shake test) at
the fly ash parxi. The permittee shall continue to implement a previously submitted
BMP plan.
Effective Date:
Expiration Dates
June 5, 1985
June 4, 1990
Abstract Date:
Final Permit
June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0000787: American Cyanamid Co. (Page 2 of 2)
Pollutants
Outfall
Toluene
001 :125/225 uq/1
:l/w qrab
48 hr. Bioassay
: report
:i/q
Chloroform
:25/50 uq/1
:l/w qrab
PH
:6.0-9.0
:continuous
Flow,TOC,TSS,Total Iron
003,004~:manitor
•
PH
:6.0-9.0
• **
006 :no surface discharge permitted :
Flow : 007 : monitor
:l/q estimate
m « : -
S " rp-ah***
~Limits apply to each outfall individually. **Monitored upon occurrence; sample
types are estitrates (flew) and composites (TOC, TSS, iron, pH).
~~~Sample taken durinq discharge. ~~~~The permittee must collect six qrab samples
quarterly at various locations from the fly ash pond water to be analyzed for pH
arsenic, copper, iron, mercury, manganese, lead, zinc, aluminum and selenium.
Yearly a composite sludge sample (six grab samples) of the fly ash pond must be
analyzed for the same compounds as the quarterly water samples.
{1} TSS. TOC, total iron, total nanqanese, total zinc, total aluminum, total arsenic,
copper, mercury, lead, selenium, pH.
-------
WV0000868: Die Monsanto Company, located in Nitro, West Virginia, is engaged In the
production of organic chemicals, rubber chemicals, paper chemicals, and animal feed
supplements (SIC 2869, 2879, 2861) in the Organic Chemicals and Plastic and Synthetic
Fibers Category (40 CER 414). Four regulated discharges to the Kanawha River are
described as follows: Outfall 001 - process wastewater, cooling waters, stormwater
runoff, and sanitary wastewater; Outfalls 003, 004, and 005 - stooowater drained from
open fields and the parking area. Waste streams to Outfall 001 are routed through a
treatment plant consisting of sedimentation, neutralization, activated sludge,
chemical conditioning, anaerobic digestion, aeration, and clarification. Sludge from
the activated sludge process unit receives incineration. Outfalls 003, 004, and 005,
however, enter the river without treatment. Due to the absence of applicable
promulgated HPT/BAT guidelines, the permit limitations are based on EPJ using as
guidance the proposed BPT/BAT guidelines for the Organic Chemicals Category (FR v.48,
no. 55, pp 11828-11867, March 21, 1983), wasteload allocation reports, and the
previous permit. The permit requires the submitted of a proposal to reduce toxicity
at 001. In addition, the facility is required to submit the results of a feasibility
study/coet analysis for providing backup pump capabilities at the El lift station to
eliminate by-passing during storm event power outages via two unregulated emergency
discharges, Outfalls 006 and 007, by 7/11/86. Bioassay requirements include quarterly
48-hour static toxicity tests, using fathead minnows and Daphnia (Magna or Pulex) for
a minimum of four quarters, or until it can be determined which species is more
sensitive as indicated by the lowest EJC50 or LC50 value; the more sensitive species
shall be used thereafter, The permit is to be reopened after promulgation of
applicable guidelines. No BMP plan is included.
Effective Date: April 11, 1986 Final Permit
Expiration Date: March 10, 1991 Abstract Date: April 25, 1986
EFFLUENT LIMITS (FINAL)
WV0000868: Monsanto Company
Pollutants Outfall Avq./Max. Limits and Units Monitoring
:
:
•
•
Flew
tOOl
:monitor only
:continuous
BOD-5
:
:1505/2978 lb/d
:2/w 24 hr ccmp
TSS
:
:1300/1950 "
: "
It
Total Organic Carbon
:
*3706/5550 •
*l/w
«
TKN
:
:monitor only
:l/m
H
QC/MS sanple*
:
:N/A
:l/g
grab
PH
:
:6.0-9.0
:2/w
H
Flow
:003,004,monitor only
:l/m estimate
Total Organic Carbon
:005
:
t**
grab
TSS
:
:
j**
ti
PH
:
:
j**
H
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
:
*For volatile orqanics.
»*When discharge occurs.
-------
WV0001261: Kellwood Company, located on Route 1 in Spencer, West Virginia, produces
knit fabric cuter wear (SIC 2253) in the Textile Mills Category (40 CFR 410).
Facility operations result in a single discharge from Outfall 001 consisting of
process and sanitary wastewater. An aerated lagoon receives the wastewaters for
treatment prior to discharge to Spring Creek. Nitrogen, fecal coliform, dissolved
oxygen, and phenol limitations are based on water guality standards. Total chromium
limits are based on the previous permit. Total chromium and phenols do not have to be
monitored at the specified frequency if a yearly wastewater sample shows them to be at
less then detectable levels, and the facility certifies that they will not be used in
process operations. OOD, BOD-5, TSS, sulfides, and pH are based on HPT ("BAT)
effluent guidelines for Subpart E, Knit Fabric Finishing Subcategory, "Simple
Manufacturing" Subdivision, using a production factor of 3.4 lb/day. Die facility has
improved LC50 results since September, 1982, through the substitution of a scouring
agent and biomcnitoring. Pour bioassay tests, beginning 11/15/84, are to be conducted
at Outfall 001 consisting of quarterly 48-hour static toxicity tests using
Daphnia Pulex as the test organism. The permit is subject to reopening when
applicable BCT guidelines are finalized. A BMP Plan is not required.
Effective Date: November 15, 1984 Final Permit
Expiration Date: November 14, 1989 Abstract Date: January 22, 1986
EFFLUENT LIMITS (FINAL)
WV0001261: Kellwood Canpany
Pollutants Outfall Aver./Max. Limits and Units Monitoring
Flow
001 :—/0.088 mad
il/m
estimate
BOD-5
»8.5/17 lb/d
I II
24 hr camp
COD
:102/204
f **
ii
TSS
:37/74 " : "
Sulfide
sO.34/0.60
f M
ii
Total Chromium
t0.002/0.003 "
f M
ii
Phenols
t—/0.005
f **
M
Ammonia Nitrogen (NH3-N)
si.13/2.26
f N
ft
Fecal Coliform
t200/400 per 100 ml MPN
9 **
grab
Dissolved Oxygen
»> 6 mg/1
f 11
it
PH
*6.0 - 9.0
. N
ii
: i
: t
: :
: :
: :
: :
: :
: :
: t
: i
: :
: i
-------
WV0001805: Quaker State Oil Refining Corporation is located in Saint Marys, West
Virginia and is engaged in the production of lube oils, waxes, gasoline and other
related petroleum products (SIC 2911). The facility is in the Petroleum Refining
Category (40 CFR 419), Subpart A - Topping Subcategory. There are three outfalls
which discharge to Wolf Run of Tannery Run of the Ohio River. Outfall 001 (328 GPM)
discharges treated process and contaminated stormwater wastewaters, Outfall 002
(250 GPM) discharges combined wastewaters consisting of untreated non-contact cooling
water and unoantaminated stormwater runoff, and Outfall 003 (240 GPM) discharges non-
contact cooling water overflow from a spray pond. (Treatment methods for the process
wastewater and contaminated stormwater runoff are not discussed in the permit and
supporting documentation.) For Outfall 001, permit limitations for B0D5, COD, TSS,
Oil and Grease, Ammonia (as N), Sulfide, and the minimum daily limit for total chrome
are based on EPT with BPT=BAT from the effluent guidelines. Limits for the phenolic
compounds, total chrome (monthly average limit) and hexavalent chrome are BAT limits
based an an April 17, 1984 Settlement Agreement with NRDC, Inc. and API members which
are more stringent than the guideline based limits and the existing permit. Total
arsenic and chloride limits are based on water quality criteria and temperature and pH
limits at Outfalls 002 and 003 are based an WV Administrative Regulations for Water
Quality. Since there is no BAT limit for zinc, the permit limitation is based on
existing permit mass limitations. Biomanitoring requirements include minimum of four
semi-annual 48-hour static toxicity tests (in replicate) using the species Daphnia
Pulex. The facility must study and report on the sources of arsenic, zinc and
chloride in its discharge. Ihe permit sets forth an implementation schedule for
Oitfall 001 incorporating calculations determining the additional loadings associated
with contaminated storm runoff each month. The result of the calculations is added to
the process wastewater loading for each regulated parameter to provide the total
allowable loading for each particular parameter. This process was to begin May 10,
1985. A BMP plan is required.
Effective Date: November 9, 1984 Fined Permit
Expiration Date: November 8, 1989 Abstract Date: June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0001805: Quaker State Oil Refining Corporation (Page 1 of 2)
Pollutants
Outfall
Monitoring
Flow Flow** : 001
xN/A
0.576 M3D
:continuous
B0D5**** :
198
lbe/day
185
lbs/day
:2/w
24hr ccmp
COD**** :
:493
»
953
II
f 11
ii
TSS**** :
z 83
It
130
M
8 11
li
Oil and Grease :
:30
II
58
II
t 11
grab***
Ammonia (as N) *
:10.4
II
22.9
II
• tt
24hr canp
Sulfide :
s0.56
l<
1.23
II
f M
it
Total Chromium**** :
:1.2
II
2.82
II
:l/g
ii
Hexavalent Chromium**** :
:0.1
II
0.22
M
t "
II
Phenolic Caropounds**** *
*0.63
II
1.39
II
:2/w
24hr carp
Total Zinc :
il.5
It
2.0
II
2 11
II
~Monthly average/daily maximum.
**F1cm of raw process wastewater is to be continuously recorded beginning
May 10, 1985.
*~*3 grab samples shall be taken (faring the 24 hours of each reporting date at
spaced intervals of time with a minimum of 2 hours between samples, each sample
is to be analyzed, and the average of 3 samples used for the daily average number.
~~~~Beginning May 10, 1985, these limits shall be adjusted based on the additional
wasteload represented by contaminated stonnwater runoff.
-------
WV0001805: Quaker State Oil Refining Corporation is located in Saint Marys, West
Virginia and is engaged in the production of lube oils, waxes, gasoline and other
related petroleum products (SIC 2911). Die facility is in the Petroleum Refining
Category (40 CFR 419), Subpart A - Topping Subcategory. Itiere are three outfalls
which discharge to Wolf Run of Tannery Run of the Ohio River. Outfall 001 (328 GPM)
discharges treated process and contaminated stormwater wastewaters, Outfall 002
(250 GPM) discharges combined wastewaters consisting of untreated non-contact cooling
water and uncantaminated stormwater runoff, and Outfall 003 (240 GPM) discharges non-
contact cooling water overflow from a spray pond. (Treatment methods for the process
wastewater and contaminated stormwater runoff are not discussed in the permit and
supporting documentation.) For Outfall 001, permit limitations for B0D5, CCD, TSS,
Oil and Grease, Ammonia (as N), Sulfide, and the minimum daily limit for total chrome
are based on BPT with BPT=BAT from the effluent guidelines. Limits for the phenolic
compounds, total chrome (monthly average limit) and hexavalent chrome are BAT limits
based on an April 17, 1984 Settlement Agreement with NRDC, Inc. and API members which
are more stringent than the guideline based limits and the existing permit. Total
arsenic and chloride limits are based an water guality criteria and temperature and pH
limits at Outfalls 002 and 003 are based on WV Administrative Regulations for Water
Quality. Since there is no BAT limit for zinc, the permit limitation is based on
existing permit mass limitations. Biomonitoring requirements include minimum of four
semi-annual 48-hour static toxicity tests (in replicate) using the species Daphnia
Pulex. The facility must study and report on the sources of arsenic, zinc and
chloride in its discharge. The permit sets forth an implementation schedule for
Outfall 001 incorporating calculations determining the additional loadings associated
with contaminated storm runoff each month. Hie result of the calculations is added to
the process wastewater loading for each regulated parameter to provide the total
allowable loading for each particular parameter. This process was to begin May 10,
1985. A BMP plan is required.
Effective Date: November 9, 1984 Final Permit
Expiration Dates November 8, 1989 Abstract Dates June 10, 1986
EFFLUENT LIMITS (FINAL)
WV0001805: Quaker State Oil Refining Corporation (Page 2 of 2)
Pollutants Outfall Avq. /Max. Limits and Units Monitoring
Total Arsenic
s 001 imonitor
0.05 mg/1 :2/w 24hr ccmp
Chloride s
ti
100
i» *i
Bioassay :
minimum 4, 48-
•
•
hour static
•
•
semi-annual
Hardness
s
N/A
monitor mg/1 Ca003 sl/m grab
PH
:
6.0-9.0
1/d grab
Flow
: 002
N/A
monitor MED
1/m estimate
Temperature
s
monitor
monitor F
1/w i-s*****
PH
s
6.0-9.0
1/m grab
Flew
s 003
N/A
monitor M3D
1/m estimate
Temperature******
•
•
N/A
monitor F
1/w i-s*****
PH
•
•
6.0-9.0
s
•
•
s
*****i-s (iimersion-stabilizatian).
~~~~~~temperature is to be measured above (upstream) of the discharge, directly
at the discharge and below (downstream) of the discharge.
-------
WV0002542: Allied Chemical Corp. located in Nitro, West Virginia, manufactures
sulfuric acid and hydrofluoric acid (SIC 2819) in the Inorganic Chemicals
Manufacturing Category (40 CFR 415). Two discharges to the Kanawha River are
described in the facility's permit. Outfall 002 is ncncontact cooling water and
stormwater runoff, and Outfall 003 is treated process wastewater; treatment processes,
however, are not specified. Flow limits are maximum values as reported in the
permit application. TSS and fluoride limits are from the previous permit which are
more stringent than applicable guidelines. Hie basis for the nickel and zinc limits
are BAT guidelines as found in 40 CER 415.83 Subpart H, Hydrofluoric Acid Production
Subcategory; the pH limit on 001 is also based on effluent guidelines for the
inorganic chemicals industry. The pH and temperature limits an 002 are water guality
based. The permit requires a BMP plan to be completed within one year after the
issuance of the final NPDES BMP Guidance Document. Biamanitoring requirements are not
included.
Effective Date: January 4, 1984 Final Permit
Expiration Date: January 3, 1989 Abstract Date: May 12, 1986
EFFLUENT LIMITS (FINAL)
WV0002542: Allied Chemical Corp.
Pollutants Outfall Aver./Max. Limits and Units Monitoring
: :
Flew s 002 :—/22.6 mqd
1/w measure
Temperature : :—/110 F
1/m i.s.*
XM : :6.0-9.0
continuous
Flew : 003 :—/0.20 mqd
1/w measure
TSS : :36/86 lb/d
•• 24 hr camp
Fluoride, Total :
22/44
II II
Nickel, " :
0.5/1.5 "
1/m
Zinc, " :
1.7/5.5 "
II ii
PH :
6.0-9.0
l/d grab
:
:
:
: :
: :
:
$ : :
: :
: :
: :
~Immersion stabilization.
-------
WV0004405: L. C. P. Chemicals of West Virginia, Inc., of Moundsville, West Virginia,
manufactures chlorine and caustic soda by an electrolytic mercury cell process,
chloromethane products and by-product hydrochloric acid, and hydrochloric acid
(SIC 2812, 2819, 2869). The facility is in both the Inorganic Chemicals Manufacturing
Category (40 CFR 415) and the Organic Chemicals and Plastics and Synthetic Fibers
Category (40 CFR 414), with two discharges to the Ohio River. Outfall 001 consists of
process and sanitary wastewaters, and noncoritact cooling water; Outfall 002 consists
of stormwater runoff. Several internal outfalls regulated by the permit are as
follows: 101 — effluent from the mercury treatment system; 201 — effluent from the
sanitary treatment plant; 301 — effluent from neutralization treatment; and 311 —
discharge from a BOD-5 reduction unit. Outfalls 101, 201, and 311 flow to 001 prior
to entering the river, while 301 is presently discharged to an underground injection
well. Process wastewater treatment includes pH adjustment, sulfide precipitation,
carbon adsorption, underground (deep well) injection, and neutralization; treatment
information for the other waste streams, however, is not given. Hie facility shall
discharge to a POTW when one is available. The bases for the permit limitations are
as follows: 001 — EPJ using statistical analyses of wasteload data (mass. & oanc.
limits for TSS, TOC, chlorides, carbon tetrachloride, chloroform, methylene chloride);
previous permit (mercury); 002 — EPJ (TSS); 101 — EPJ (flow), BAT guidelines for the
inorganic chemicals industry (TRC, Mercury) based on a production rate of 249 tpd of
chlorine; 201 — BPJ (flow), previous permit with both mass and concentration limits
imposed (TKN, BOD-5, TSS, fecal coliform) using the following equation: mass limit
(lb/d) = (oanc. limit, mg/l)(0.015 mgd)(8.345 lb/mg/l-mgd); 311 — EPJ (flow, max.
chloroform), proposed effluent guidelines for the organic chemicals and plastics
industry (BOD-5, TSS, carbon tetrachloride, methylene chloride, avg. chloroform). The
pH limits at the outfalls are based on water quality standards. Quarterly bioassays
consisting of 48 hour static toxicity tests will be conducted at 001 using Daphnia
Pulex as the test organism for the determination of 80% survival. If survival is less
than 80%, a static 96 hour LC50 test will be performed. "Ehe wastewater shall be
characterized by GC/MS Analysis. A BMP plan is to be implemented no later than
8/19/86.
Effective Date: February 19, 1985 Final Permit
Expiration Date: February 18, 1990 Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
WV0004405: L. C. P. Chemicals of West Virginia, Inc. (Page 1 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
Flew
: 001
monitor only
4
4
1/w measure
BOD-5 :
«i
:l/m 24 hr ocnro
TSS :
5309/6757
lb/d
75.9/96.6 rog/1
: 1/w "
Total Residual Chlorine i
17/34
tt
: " grab
Chlorides :
—/200876
ll
tl/m 24 hr ocnro
Temperature :
monitor
1/w i-s
Mercury, Total :
—/0.25
lb/d
" 24 hr ccttd
Hexavalent Chromium :
monitor
M II
Carbon Tetrachloride :
—/ll. 2
lb/d
" grab
Chloroform :
—/185
ll
ll ll
Methylene Chloride :
—/202
ll
ll it
PH
:001, 301
6.0-9.0
ii it
Flew
: 101
—/0.1 mqd
" Treasure
Total Residual Chlorine :
0.95/1.6
lb/d
: " grab
Mercury, Total :
0.05/0.115
II
: " 24 hr oanro
Flow
: 201
—/0.015
mqd
:l/q measure
-------
WV0004405: L. C. P. Chemicals of west Virginia, Inc., of Moundsville, West Virginia,
manufactures chlorine and caustic soda by an electrolytic mercury cell process,
chloromethane products and by-product hydrochloric acid, and hydrochloric acid
(SIC 2812, 2819, 2869). The facility is in both the Inorganic Chemicals Manufacturing
Category (40 CFR 415) and the Organic Chemicals and Plastics and Synthetic Fibers
Category (40 CFR 414), with two discharges to the C8iio River. Outfall 001 consists of
process and sanitary wastewaters, and nonoantact cooling water; Outfall 002 consists
of stormwater runoff. Several internal outfalls regulated by the permit are as
follows: 101 — effluent from the mercury treatment system; 201 — effluent from the
sanitary treatment plant; 301 — effluent from neutralization treatment; and 311 —
discharge from a BOD-5 reduction unit. Outfalls 101, 201, and 311 flow to 001 prior
to entering the river, while 301 is presently discharged to an underground injection
well. Process wastewater treatment includes pH adjustment, sulfide precipitation,
carbon adsorption, underground (deep well) injection, and neutralization; treatment
information for the other waste streams, however, is not given. The facility shall
discharge to a FCTW when one is available. The bases for the permit limitations are
as follows: 001 — BPJ using statistical analyses of wasteload data (mass. & conc.
limits for TSS, IRC, chlorides, carbon tetrachloride, chloroform, methylene chloride);
previous permit (mercury); 002 — BPJ (TSS); 101 — BPJ (flow), BAT guidelines for the
inorganic chemicals industry (IRC, Mercury) based an a production rate of 249 tpd of
chlorine; 201 — BPJ (flow), previous permit with both mass and concentration limits
imposed (TKN, BOD-5, TSS, fecal coliform) using the following equation: mass limit
(lb/d) = (conc. limit, mg/l)(0.015 mgd)(8.345 lb/mg/l-mgd); 311 — BPJ (flow, max.
chloroform), proposed effluent guidelines for the organic chemicals and plastics
industry (BOD-5, TSS, carbon tetrachloride, methylene chloride, avg. chloroform). Hie
pH limits at the outfalls are based an water quality stanrianis. Quarterly bioassays
consisting of 48 hour static toxicity tests will be conducted at 001 using Daphnia
Pulex as the test organism for the determination of 80% survival. If survival is less
than 80%, a static 96 hour LC50 test will be performed. The wastewater shall be
characterized by GC/MS Analysis. A BMP plan is to be implemented no later than
8/19/86.
Effective Date: February 19, 1985 Final Permit
Expiration Date: February 18, 1990 Abstract Date: May 23, 1986
EFFLUENT LIMITS (FINAL)
WV0004405: L. C. P. Chemicals of West Virginia, Inc. (Page 2 of 2)
Pollutants Outfall Avg./Max. Limits and Units Monitoring
BOD-5
: 201
3.8/7.6 Ib/d
30/60 mg/1
:l/g 8 hr ccrnp
TSS
:
3.8/7.6 "
30/60 "
i n »
•
TKN
:
2.3/4.6 "
18/36 M
. It H
Fecal Coliform
:
200/400 per 100 ml
: " grab
PH
:201, 002
6.0-9.0
, t» H
•
TSS, Chlorides
: 301
monitor
:l/w 24 hr coup
Flow
: 311
—/25 cram
: " measure
BOD-5
:
40/100 mg/1
: " 24 hr ocmp
TSS
:
47/137
• it n
Carbon Tetrachloride
:
—/50 ug/1
: " grab
Chloroform
:
50/200
a II •»
Methylene Chloride
:
~/50
. II *1
Flow
: 002
monitor
:l/g estimate
TSS
:
—/60 mg/1
: " grab*
~When discharging
-------
WV0004626: Quaker State Oil Refining Corp. is located two miles south of Newell, West
Virginia, and is in the Petroleum Refining Category (40 CER 419). The facility
manufactures finished oil products (SIC 2911) from Pennsylvania crude oil which
include lube oils, waxes, gasoline, and distillate fuels. The oils are blended and
packaged an site. The plant has two discharges to the Ohio River: Outfall 001 is
process wastewater and contaminated stormwater runoff, and Outfall 002 is cooling
tower blowdown. Treatment of 001 is not specified; 002, however, enters the river
untreated. The permit limitations for 001 are based an BPT/BAT effluent guidelines
for Subpart 0, Lube Subcategory (40 CFR 419.42, 419.43). Cooling tower blowdown is
not covered in the guidelines for the petroleum refining industry. Therefore, for
waste stream 002, the promulgated BAT guidelines for the Steam Electric Power
Generating Category (40 CER 423.13) are applied, based on a BPJ determination. The
permit contains a schedule of compliance to construct a filtration system and an
aeration basin; the start-up dates were to be 6/1/85 and 10/1/85, respectively. The
permittee was to submit a proposal to install and/or construct a representative
sampling point and continuously recording flow measuring device for the actual cooling
tower blowdown to the river by 2/20/84. Until the construction is completed, interim
limits will apply. Biomonitaring requirements include Bemi-annual 48-hour static
toxicity tests in replicate, conducting a minimum of four bioassays at 001 using
Daphnia Pulex as the test species and conducting a minimum of three bioassays at 002
vising fathead minnows as well as Daphnia Pulex. The permit may be modified to
incorporate a toxicity reduction plan. The facility will perform a study to determine
the sources of copper, zinc, and phenolic compounds in the blowdown, and was required
to submit a BMP plan not later than 3/20/84.
Effective Date: December 20, 1984
Expiration Date: December 19, 1989
EFFLUENT LIMITS (FINAL)
WV0004626: Quaker State Oil Refining Corp.
Pollutants Outfall Avq./Max. Limits and Units
Flow
: 001
:—/0.163 mqd scontinuous
BOD-5
•
•
:158/310 lb/d
2/w 24 hr cxd
COD
:
:1241/2388
H II
TSd
•
•
:150/235
» H
Oil and Grease
•
•
:52/99
" grab
NH3 as N
:
s71/156
" 24 hr ccrro
Sulfide
:
:0.91/2.04 " : "
Total Chromium
•
•
»1.4/4.1
1/Y
Hexavalent Chromium
•
•
:0.12/0.26
tt M
Phenolic Compounds
:
:1.1/2.3
2/w
TOC
m
•
:monitor
1/m
Total Arsenic
•
•
: "
2/w
Fecal Colifonrt
:
:200/400 per 100 ml :l/m grab
PH
:
:6.0-9.0 :l/d
Flow
i 002*
: monitor
continuous
Oil and Grease
•
•
:—/10 mg/1
1/w grab
TSS
:
:30/45
" 24 hr ocra>
TOC, Total Copper,
:
:monitor
II II
Total Zinc, Phenolic Compounds
:
PH
:
:6.0-9.0
1/d grab
t : r
* Interim limits apply 12/20/84 until the permittee installs and/or constructs a
representative sampling point and continuously recording flow measuring device for
the actual cooling tower blowdown to the river. At such a time, the final limits
will apply (as specified above), effective through 12/19/89.
Final Permit
Abstract Date: May 12, 1986
-------
WV0005169; Mahay Chemical Coco., of New Martinsville, West Virginia, is in the
Organic Chemicals/ Plastics and Synthetic Fibers Category (40 CFR 414). The facility
manufacturers polyurethane intermediates and precursers (including polyethers),
toluene diisocyanates, polymeric isocyanates, polyester, polycarbonate, hydrochloric
acid, and iron oxide pigments (SIC 2821, 2866, 2819, 2816, 2873, 2869, 2868).
Discharges to the Ohio River are from Outfall 001—process wastewater, cooling tower
and boiler blowdown, filter backwash, sanitary wastewater, and storm runoff, and
Outfall 002—stormwater runoff overflow. Treatment is by neutralization,
sedimentation, activated sludge, and carbon adsorption; sludge from the activated
sludge process and primary clarification is oentrifuqed and incinerated. In the
absence of promulgated effluent guidelines, the permit limits are BRJ based on the
following: (1) previous permit whose limits are more strircjent than proposed
guidelines to prevent backsliding (ammonia, phenols, oil and grease, color, BQD-5,
TSS, chlorides); (2) proposed EPT/BCT guidelines (pH); (3) water quality criteria
(fecal coliform); (4) analysis of stormwater runoff data (TOC); (5) actual plant
performance data (toxic pollutants). The chlorides limits may be increased to
avg./max. values of 25000/368000 lb/d when marketing conditions for by-product HCI are
depressed. A BMP plan is required, as are quarterly bioassays to include 48-hour
static toxicity tests using Pimephales and Daphnia (pulex or magna), in duplicate; 80%
survival (in an unspecified effluent concentration) as an average of both tests
indicates lew toxicity.
Effective Date: April 18, 1985 Final Permit
Expiration Date: April 17, 1990 Abstract Date: May 9, 1986
EFFLUENT LIMITS (FINAL)
WV0005169: Mobay Chemical Corp.
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flew
: 001
—/5.0
ngd
: continuous
BCD-5 :
1360/2095
lb/d
:l/w 24 hr carp
TSS :
2030/3045
II
• n
•
ll
Aimonia-Nitrocien :
1250/1875
II
• "
•
ii
Oil and Grease :
800/960
tt
: " 3grabs/24hr
Phenols :
5.4/10.9
II
: " 24 hr carp
Chlorides :
150000/225000
II
i M
ii
Color :
200/300 Pt. Co. Units
• "
•
it
TOC :
monitor
i "
M
Phenol :
—/5.5
lb/d
:l/m
qrab
2-Nitrophenol :
—/6.6
II
f 11
it
1,2-Dichlorobenzene :
—/46.7
II
S M
ll
Benzene :
—/19.7
41
t "
ll
Toluene :
—/69.7
II
t "
ll
2,4-Dinitrotoluene ;
—/62.3
II
• H
•
ii
2,6-Dinitrotoluene :
—/16.8
It
f "
M
Nitrobenzene ;
—/85.4
M
• **
•
II
Fecal Coliform :
200/400 per 100 ml
:l/w
II
Chlorobenzene :
—/9.3
lb/d
:l/m
II
Chrcmium, Total :
—/10.8
H
:l/w 24 hr cano
Lead, Total :
—/15.7
H
f w
tt
Zinc, Total :
—/9.3
H
• ll
»
•1
PH !
6.0-9.0
:continuous
Flow
: 002
monitor only
{estimate*
TOC :
—/31.0
mg/1
jgrab*
pH :
6.0-9.0
• »i *
•
:
•
•
*When discharging.
-------
WV0005533: 3M Company/ located in Middleway, West Virginia, manufactures lithographic
printing plates, processing chemicals, and dampening sleeves used by the printing
industry (SIC 2795, 2869, 2649, 3555). Two outfalls discharge to Turkey Run of
Opequon Creek: Outfall 001 consists of process and sanitary wastewaters, and oooling
water blowdown; Outfall 002 consists of water treatment backwash and water softener
backwash and raw water intake overflow. Outfall 001 is treated by equalization,
ammonia stripping, chemical precipitation, coagulation, neutralization, sedimentation,
aeration, stabilization, chlorination, and dechlorination. Outfall 002 is treated by
sedimentation and dechlorination. Effluent limitations are based on BPJ for BAT arxi
water quality standards. The facility has applied for a revision of water quality
standards for chlorides, hexavalent chromium, toted cyanide, ammonia, and fluoride. A
previously granted variance was rescinded due to an over-chlorination problem causing
adverse Impacts on the benthic community observed in June, 1980. As a result, hioassav
requirements were added to the permit for (Xitfall 001. Dechlorination has led to good
recovery: Nearly 100% survived in 100% effluent. Quarterly 48-hour acute static
toxicity tests using fathead minnows and Daphnia Pulex as test species are required.
An annual benthic survey is to be conducted at Turkey Run the third quarter of each
calendar year. A BMP plan was to be submitted by March 3, 1985.
Effective Date: December 3, 1984 Final Permit
Expiration Date: December 2, 1989 Abstract Date: February 6, 1986
EFFLUENT LIMITS (FINAL)
WV0005533» 3M Company
Pollutants Outfall Avq./Max. Limits and Units Monitoring
Flow
001
:—/1.06
mgd
(continuous
BOD-5
:188/375
lb/d
:l/w 24 hr cane
GOD
:399/744
H
t M
tl
TSS
:188/375
ft
• «
If
Aluminum, Total Plant*
*—/30.4
M
f 11
n
Aluminum*
rreport
• «i
ti
Ammonia (Summer)
:—/0.56
mg/1
• H
tl
(Winter)
CM
H
"»s.
1
•
r
l«
I it
•i
Chloride
:—/100
•1
• *l
li
Fluoride
j—/I
II
t "
H
Cyanide, Total
»—/5
ug/1
i "
•1
Cyanide, Amenable
treport
s "
n
Hexavalent Chromium
t—/50
ug/1
t ii
•i
Fecal Coliform
:200/400 cts per 100 ml
:l/m
grab
Nitrates
:report
:l/w 24 hr canc
PH
:6.0 - 9.0
1 H
grab
Flow
002
(report
:2/m measured
TSS
:—/60
mq/1
t 11
24 hr ocmo
Chloride
«— /100
II
S M
tl
Aluminum*
:report
:l/w
»
PH
*6.0 - 9.0
t M
grab
*3btal plant value is ecrual to the sum of the values for 001 and 002;
values
obtained for each outlet are to be reported?
-------
WV0023281: Wheeling Pittsburgh Steel Carp, of Follansbee, West Virginia, is in the
Iran and Steel Manufacturing Category (40 CFR 420) producing sinter for use in iron
blast furnaces (SIC 3312). A single discharge enters the Ohio River from Outfall 001
consisting of nonoontact cooling water, clearwell overflow, surface runoff, and
process wastewater (wet scrubber blowdtown) from internal Outfall 101. Only process
wastewater is treated, receiving neutralization and clarification before combining
with 001. Because 001 contains large amounts of nonoontact cooling water and
clearwell overflow, technology-based mass limits are not imposed. Limits on 101,
however, cure based on BPT (^BCD/BAT guidelines using a production rate of 1722 tpd of
sinter. The facility claims that because of past restraints put on the treatment
system by the imposition of pH limits on 101, zinc limits may not be achievable.
Therefore, pH is now limited at 001 and deleted from 101. According to a compliance
schedule, the permittee shall achieve the monitoring requirements pertaining to sample
type at 001 no later than 11/29/85. During the interim, 24 hour comp. samples shall
be taken as grab samples. Biomonitoring requirements are not inducted. Hoe permit
does contain a EMP plan.
Effective Date:
Expiration Date:
March 29,
March 28,
1985
1990
Abstract Date:
Final Permit
June 5, 1986
EFFLUENT LIMITS (FINAL)
WV0023281: Wheeling Pittsburgh Steel Corp.
Pollutants Outfall Avg./Max. Limits and Units
Monitoring
Flow
001
monitor only
1/m estimate
TSS, Oil and Grease,
grab
Total Lead, Total Zinc
EH
6.0-9.0
Flow
101
/163 qpttT
4/m» measure
TSS
86/259 lb/d
" * 24 hr
oorop
**
Oil and Grease
17752"
4/m* grab
4/m* 24 hr
Total Lead
0.52/1.6
comp
**
TOtal Zinc
0.77/2.3
4/m* 24 hr
carp
**
EH
monitor
4/m* grab
*The permittee shall not collect all four monthly samples in the same week, and
shall attempt to keep the sampling separated by a week.
*»No later than 8 months fran the permit issuance date, the permittee shall achieve
compliance with the monitoring reguiranents (sample type) at 001.
24-hour oamp. samples shall be taken as grab sanples.
In the interim.
-------
WY0000442; The Frontier Oil and Refining Company, in Cheyenne, operates a 35,000
bbl/day oil refinery which produces gasoline and asphalt. This facility is in the
Cracking Subcategory of the Petroleum Refining Category (40 CFR 419, Subpart B) and
has a size factor of 0.95, a process factor of 1.53, and a process configuration of
8.49. Treatment of process and storm wastewater consists of an API separator and a
series of non-aerated and aerated ponds. Part of the waste stream is discharged via
Outfall 003 to Crow Creek and the remainder is routed to a large evaporation pond
known as Porter Draw Pond. Normally, there is no discharge from Porter Draw Pond,
however, it is possible to discharge to Porter Draw via Outfall 004. Limitations for
BOD, COD, ammonia, sulfide, and TSS are based upon BCT/BAT calculations, whereas,
those for Total Chromium, Hexavalent Chromium, and Phenols are based upon BPT/BAT
calculations. The limits for Oil and Grease were derived using Wyoming's in-stream
water quality standards. Quarterly static renewal acute toxicity tests with
Ceriodaphnia and larval fathead minnows are to be performed starting the second
quarter of 1988. The effluent is considered toxic if mortality is 20% or greater. If
acute toxicity occurs in the routine test, a second test must be performed within four
weeks. Should acute toxicity occur in the second test, the permittee will be required
to conduct monthly toxicity tests. If acute toxicity is detected prior to January 1,
1990, and the permitting authority deems it necessary, a Toxicity Reduction Evaluation
may be required. If the toxicity cannot be eliminated by January 1, 1991, a
compliance plan, detailing control measures and a compliance schedule, must be
submitted. Should this plan be acceptable to the permitting authority, the permit may
be reopened and modified.
Effective Date: January 18, 1988 Final Permit
Expiration Date: December 31, 1992 Abstract Date: November 2, 1988
EFFLUENT LIMITS (FINAL)
WY0000442: Frontier Oil and Refining Company
Pollutants
Avo./Max. Limits*and Units
Monitoring
Flow
:003.
¦ - - - -
004:monitor onlv
icontinuous
pH
•
:6.0 - 9.0 :l/d orab
COD
•
:2225/4307 lbs/d
sl/m como
Anmonia as N
•
:153/336
:l/w
Sulfide
•
:1.5/3.3
:2/m
Bpr>5
•
:320/576
:l/w
TSS
•
:256/401
# n n
• ¦ m m wm
Oil and Grease
•
:93/176 " (10 ma/1** instant)
: " grab
Phenols
•
:2.1/4.3
:2/m com
Total Chromium
•
:2.4/7.0
sl/m "
Hexavalent Chromium
•
:0.24/0.55
. If IT
Temoerature
0
:monitor only
teute.Toxicity
•
i< 20% mortalitv of Ceriodaphnia
:l/g static
•
•
: 140 nri ana ratneaa minnow iso nri : renewa
•
• •
•
S . . _ i
~Dailv averaae/dailv maximum.
Total discharge from 003 & 004 not to exceed _
**This limitation shall go Into effect
-------
WY0001546: Star Valley Cheese Co-op operates a cheese processing plant (SIC 2026)
in Ihayne, Wyoming, and is in the Dairy Products Processing Category (40 CTO 405).
Outfall 001 is process wastewater, and CXitfall 002 is an untreated waste stream
consisting of noncontact cooling water. Both outfalls are discharged to the Bast Side
Canal. Due to previous water pollution problems, the facilty has modified its
wastewater treatment system. Process wastewater is routed to equalization tanks and
then to either of two aerated reactor vessels, where chemicals are added to further
the treatment process. After aeration, settling occurs, and the clear liquid portion
is decanted and discharged through 001. A sludge drying system will be installed and
the dried sludge will be used as animal feed. Hie permit limits are BPJ based on a
State of Wyoming determination that BCTgEPT effluent guidelines, using the following
production rates: 5900 lb/d of butter, 5200 lb/d of mozarella and provalane cheese,
and 21100 lb/d of ricotta cheese. Biomanitoring requirements and a BMP plan are not
included; however, the permit does contain a standard reopener clause for toxic
pollutants.
Effective Date: December 31, 1985 Final Permit
Expiration Date: December 31, 1990 Abstract Date: March 4, 1986
EFFLUENT LIMITS (FINAL)
WY0001546: Star Valley Cheese Co-op
Pollutants
Outfall
Avq./Max. Limits*and Units
Monitoring
Flow
:001, 002
monitor only
scontinuous
E*L
6.0 - 9.0
:2/w grab
BCD-5
001
11.7/29.4 kg7d
17.7/43.9
ccmp
TSS
BCD-5
TSS
002
11.7/29.4
17.7/43.9
»Daily average/daily maximum. Total discharge frcm 001 & 002 not to exceed
the above limits.
-------
WY0003115: Pacificorp operates the Dave Johnson Power Plant in Glenrock, Wyoming.
This facility is a coal-fired steam electric generating plant in the Steam Electric;
Power Generating Category (40 CFR 423). Condenser cooling water (up to 200 MGD) is
discharged via CXitfalls 001 through 006, and the two bottom ash settling ponds which
receive waste fron various floor and surface (including coalpile) runoff, water
treatment plant backwash, sewage treatment plant effluent, metal cleaning wastes, and
wet scrubber blowdown discharge through Outfalls 007 and 008. Outfall 011 is the
emergency overflow for internal and external plant drainage and the sewage treatment
plant. Outfall 020 is the discharge from the sewage treatment plant, which is routed
to the ash ponds before being released. All outfalls discharge into the North Platte
River- Effluent limitations are based on 3Q£! Wyoming's in-stream water quality
standards. Beginning in the fourth quarter of 1988, quarterly chronic static renewal
toxicity tests are required, using CeriOflaphnia and fathead minnow larvae. These
tests are to be performed with 100% effluent, which will consist of a flow weighted
composite of Outfalls 001 through 008. The effluent will be considered toxic if the
survival, growth, or reproduction of either test species is significantly less (at
the 95% confidence interval) than the control. As of August 1, 1991, there is to be
no chronic toxicity from the combined discharges of outfall 001 through 008. Should
toxicity be detected, and the permitting authority deems it necessary, a Toxicity
Reduction Evaluation may be required. The TRE is to establish the cause of toxicity,
locate the source, and to eliminate the toxicity. If the permittee is unable to
eliminate the toxicity by August 1, 1991, a proposed compliance plan, detailing an
approach to control the toxicity and a compliance schedule, is to be submitted
immediately, if the plan is acceptable to the permitting authority, the permit may be
reopened and modified.
Effective Date: August 1, 1986 Final Permit
Expiration Date: July 31, 1993 Abstract Date: November 3, 1988
EFFLUENT LIMITS (FINAL)
WY0003115: Pacificorp
Pollutants
Oitfall
&g^tejk_liau.tg*and units
Monitoring
FiPW..
001 - 00b:monitor onlv
:continuous
Teirperature
•
!North Platte River P Hildebrand is
:l/d
•
inever to exceed 25.6 C
•
Total Residual Chlorine
•
si.84 kg/d (Dailv Max) (0.1 mo/1**)
s ***see helnu
Flow
s007.008
:monitor onlv
:continuous
DH
•
s6.0 - 9.0
:l/w grab
TSS
•
s 30/100 ncr/1
# It II
•
:—/1.0 "
sl/m "
Total Iron
•
s—/1.0 "
, «i n
Oil and Grease
•
/10
scant, visual
Fecal Coliform
•
:1000/2000/4000**** f*/100 mis)
:l/m arab
Flow (when discharaing)
! 011
:monitor onlv
s instant.
dH
•
•
»
sl/d grab
TSS
•
, IV It
•
Oil and Grease
•
«
, n it
KX&.
m i30/45/90**** ma/1
;l/nu
~Monthly average/daily maximum.
** Wot to exceed 0.1 to/1,at anytiipg.
»** Monitoring mist beyin no later than four minutes after chlorination and be
repeated at four minute intervals until chlorine residual reaches zero.
*»** monthly avo/weeklv avq/dailv max —
-------
WYOO25950: Pathfinder Mines Corp. - Big Eaale Mine is located approximately 15 miles
south of Jeffrey City, Wyoming. The facility mines uranium (SIC 1094) in the Ore
Mining and Dressing Category (40 CFR 440). Process wastewater from open mine pits is
first routed through a barium chloride feed system and then to a single cell
settling paid. Discharges from the settling pond are from Outfall 001 to Crooks Creek
via an unnamed drainage ditch. Permit limitations are based on B&X effluent guidelines
for the uranium mining industry (40 CFR 440.33 Subpart C, Uranium, Radium and Vanadium
Ores Subcategory). The permit states that monitoring of CCD and total radium 226 is
not required. Runoff from the disturbed mining areas is to be restrained by
sedimentation control structures designed to contain runoff resulting from a 10 year,
24 hour precipitation event (2.3"). The type of control structures being used is not
specified. The permit contains a standard reopener clause for toxic pollutants.
Biomonitoring requirements dictate that quarterly acute static renewal toxicity tests
be conducted with Ceriodaphnia spp. (48 hr) and larval fathead minnow (96 hr). Should
acute toxicity be detected prior to July 1, 1990, a Toxicity Reduction Evaluation may
be required.
Effective Date: July 1, 1988 Final Permit
Expiration Date: June 30, 1993 Abstract Date: October 3, 1988
EFFLUENT LIMITS (FINAL)
W5f0025950: Pathfinder Mines Corp. - Big Eagle Mine
Pollutants
Outfall
Avg./Max. Limlts*and Units
Monitoring
Plow
001*** .report
1/w instant.
TSS
:20/30 ma/1
" grab
fYD
:100/200
not reouired
Total Zinc
:0.5/1.0 "
1/q grab
Dissolved Radium 226
s3/10 nC/1
1/m grab
Total Radium 226
:10/30
not reouired
Total Uranium (as U)
:2/4 ma/1
1/m grab
Oil and Grease
!< 10 "
n » **
pH
:6.0 - 9.0
1/a
Biamonitorino
:< 20% mortality of Ceriodaphnia or
s fathead minnow larvae
1 /q
•
•
•
t
t
•
•
~Monthly averaae/Dailv maximm
**ln addition, the sancle shall be monitored visually.
~~~Discharge increases caused bv precipitation in excess of a 10 year. 9.4-hour or
larger event (2.3") or snowmelt of equivalent volume are not subi** to the above
limits
-------
W5f0032590: The Union Pacific Railroad Company is in the process of cleaning up the
company's defunct tie treating plant in Laramie. The permittee plans to construct a
Reverse Gradient Cutoff Wall Containment System, including a water and wastewater
control and treatment system consisting of: (1) construction of a subsurface drain
around the inside perimeter of a soil-bentonite cutoff wall which will surround the
contaminated area; (2) a subsurface drain around the outside perimeter of the cutoff
wall which will be one foot higher than the inside drain to maintain a hydraulic
gradient to the inside; (3) construction of a wastewater treatment plant for the
water collected inside the contaminated area; and (4) an irrigation system located
within the containment area. The wastewater treatment facility mentioned in (3) will
consist of an oil-water separator, a secondary oil removal column containing an oil
adsorbent material followed by three columns of activated carbon. Under favorable
conditions, the effluent from the oil-water separator will be spray irrigated to
reduce the volume of water through the treatment system and to allow soil micro-
organisms to provide biological treatment. Effluent from the treatment system will be
discharged to the Laramie River. Uncontaminated waste will be discharged from the
outside drain (Outfall 001) and contaminated waste will be discharged from the inside
drain (Outfall 002). Effluent limitations are based on EPA water quality criteria.
The quality of wastewater discharged at 001 and 002 shall not cause the value of "Y"
to be exceeded as determined by the following equation: (Flow volume of Laramie River
at Boyd Bridge in MOD X in-stream concentration at Boyd Bridge in mg/1) + (Effluent
volume at 001 in MGD X effluent concentration of 001 in mg/1) + (Effluent volume at
002 in MGD X effluent concentration of 002 in mg/1) = (Flow volume of the Laramie
River + flow volume of 001 + flow volume of 002 in MGD) X (Y).
Effective Date: March 20, 1986 Final Permit
Expiration Date: January 31, 1991 Abstract Date: March 6, 1989
EFFLUENT LIMITS (FINAL)
V&0032590: Union Pacific Railroad Company
Pollutants
Outfall
ftygt/Maxt limits and Pnits
Monitoring
Flow (Laramie R. @ Bovd Bridge)
monitor only
l/w instant.
Flow (QQ1 and 002)
Arsenic (Total Recoverable
0.04 mo/I (Y Value)
continuous
2/m gonp
Trivalent inorganic)
Copper (Total Recoverable)
Q.021 mg/1 (Y Value)
l/w prab
Zinc
0.047
Phenol
Pentachlorophenol
0,0032
eh_
$,Q - 9.0
Beryllium (Total Recoverable)
monitor only
lix.
Cadmium
Chromium
flex. Chromium
Iron
Lead.
Mercury
Nickel
Selenium
Silver
ftcenaphthene
Benzene
2.4-Pimethylphenol
Polvnuelear Aromatic Hydrocarbons
Ammonia
Oil and Grease
Phosphorus
-------
Wmwomammi
-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
- Part D -
KEYWORD INDEX
Acrylates (production of)
MS 1775
Acrylic Fibers (production of)
VA 2160 VA 3654
Acrylic Latex Materials
(production of)
FL 2593 NT 4286
-Treatment by
NH 21172 TX 8907 WY 32590
Adipic Acid (production of)
FL 2488 VA 5291
Adits
AK 35165
Administrative Order (in order to
meet limits)
MA 442
Aeration (of wastewater)
-Final aeration to raise dissolved
oxygen level prior to discharge
Activated Sludge (treatment by)
AL
2801
AL
22314
00
1147
AK
680
AL
302
AL
3247
GA
329
IA
2089
IL
3140
AL
22314
GA
329
GA
1619
IL
2453
IL
24074
KY
3514
GA
2160
GA
3778
IA
191
KY
3701
KY
73237
IA
868
IA
3620
IL
744
IL
1244
IA
5479
IA
49492
IA
59901
IL
1350
IL
1414
IL
1767
MD
94
MD
1155
MD
1121
IL
2453
IL
2861
IL
34622
MS
1783
NJ
4391
NY
1732
IN
108
IN
2861
IN
3573
OH
965
PA
8800
SC
914
IN
3581
KY
2119
KY
3484
SC
1848
SC
2798
SC
37826
KY
3514
KY
3701
KY
64645
SC
38555
TN
1899
TX
91855
IA
3191
IA
3689
IA
3905
WA
809
WV
787
WV
868
IA
5851
IA
51942
IA
51993
WV
5533
WY
1546
MD
345
MD
2658
MS
213
MS
574
MS
1783
MS
3042
-Unspecified
aeration
NC
4952
NC
6548
NJ
4006
AK
396
AK
38652
AR
37770
OH
9261
OK
2429
OK
34321
00
1121
IN
45284
KY
2119
OR
141
OR
566
OR
1074
KY
2780
MD
55182
NC
72648
OR
2402
PA
8800
PA
8885
OR
1074
PA
8800
SC
1015
PR
21407
SC
914
SC
1333
IN
442
WI
2810
SC
1872
SC
2151
SC
3441
SC
26506
SC
33022
SC
37770
Aerobic Digestion (of wastewater]
SC
38121
SC
38148
SC
42188
GA
1791
IA
191
IL
1244
IN
2330
IN
2461
IN
2640
IL
1350
IL
3140
IL
4219
TX
86
TX
2933
TX
3531
NY
1732
PR 21407
SC
302
TX
3948
TX
5576
TX
7021
SC
914
WV 868
TX
7862
TX
8907
TX
52825
TX
55107
TX
77593
VA
1660
Aerospace Industry
VA
2160
VA
3433
VA
4677
CA
4111
WA
78
WA
230
WA
281
WA
621
WA
680
WA
809
Agricultural Antibiotics
WA
825
WI
3620
WV
787
(production of)
WV
868
WV
5169
NJ
4952
1
-------
Keyword Index
Agricultural Chemicals (production of)
-Fertilizers
IN 329 IN 2861
Air Control Equipment (production of)
CT 1007
Aircraft
-Manufacture
MD 4782
-Manufacture of Parts
NH 1341
Air Flotation
(also see Dissolved Air Flotation)
AL 841 IL 1414 KY 3484
UT 507
Alkyd Resins (production of)
TX 5576
Aluminas, specialty (production of)
LA 41718 MD 311
Ames Test (bioassay for mutagen-
icity using microorganisms)
IL 1244 IL 1350 IL 2453
NJ 4952 NJ 5100
Ammonia (production of)
AK 507 LA 3280 OR 1597
OR 1635 TX 9105 VA 5291
Ammonium Nitrate (production of)
GA 2071 GA 2356
NE 60 OR 1635
Ammonium Sulfate (production of)
GA 2160 VA 5291
Anaerobic Treatment
-not specified
IL 1414 IL 4219 KX 3484
WA 281
Anodizing
IL 1724
MD 93521 VIA 299
Antacids (production of)
MS 2020
Antibiotics (production of)
IN 3581 PA 8419
Aluminum (smelting of)
API Separator (for gravity
oil
OR 60 OR 1708
WA 299
removal)
WA 540 WA 931
00 1147
AK 841
GA
4332
IL 1244
IL 1414
IL
2861
Aluminum Canmaking
IL 4219
IN 108
IA
41718
NJ 29327
MD 345
MD 981
NC
24350
MT 477
ND 248
PA
12637
Aluminum Extrusions
UT 507
VT£ 442
GA 124
Argon Gas
(production
Of)
Aluminum Ingot (production of)
IA 3280
MD 2429
Ash Pond Discharge
Aluminum Products
GA 24104
IA 3611
IN
116
IN 3573 MD 93521
WA 299
MS 2925
ND 370
OH
9261
WA 931
SC 1333
SC 3255
IN
2640
Asphalt (production of)
IL 1244
Automatic Washers (production of)
OH 965
2
-------
Keyword Index
Automobile Jacks (production of)
IN 639
Backsliding
IL 33863 WV 5169
Baffles
AK 35165 TX 3654
Ballast Water (treatment of)
AK 841 AK 23248
Barium Chloride
AZ 2144 WY 25950
Basic Oxygen Process
IL 269
Basin Plan (to establish water
quality limits)
-301 Water Quality Plan
CA 4111 CA 5096 CA 5134
CA 29491 CA 55115 CA 57177
GA 2160
-303 Water Quality Plan
VA 50822
Basin System
CA 4464
GA
1791
MD
1121
MS
574
SC
3255
TX
2933
TX
3654
VT (Best Available Technology)
AK
396
AK
23248
AK
35165
AK
43206
AL
108
AL
213
AL
302
AL
1597
AL
3247
AL
3891
AL
29378
AL
54704
AR
582
AR
1147
AR
1449
AR
37770
AZ
2144
CA
4464
CA
5096
CO
248
CO
1147
CO
41351
CO
41360
CT
515
CT
2437
DE
51
FL
2771
FL
37338
FL
37869
FL
37923
GA
124
GA
329
GA
507
GA
1201
GA
1791
GA
2071
GA
2356
GA
3646
GA
3778
GA
4332
GA
24104
IA
191
BAT (Best Available Technology)
(Continued)
IA
3387
ID
167
ID
1163
ID
25259
IL
1244
IL
1350
IL
1384
IL
1724
IL
1767
IL
1830
IL
2453
IL
2861
IL
3115
IL
3794
IL
4219
IL
34622
IN
116
IN
205
IN
639
IN
665
IN
2666
IN
2887
IN
3581
KY
2119
KY
3484
KY
3603
KY
3701
KY
3778
IA
761
IA
841
IA
914
IA
3191
IA
3280
LA
3824
IA
4464
IA
5291
IA
5606
IA
5851
MA
1414
MA
1554
MA
2151
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
MD
345
MD
981
MD
1155
MD
1261
MD
1279
MD
2429
MD
2658
MD
54321
MD
55182
ME
639
ME
1406
ME
22985
MD
1881
MD
4782
MD
4863
MD
93521
MS
2232
MS
2925
MS
2941
MT
477
NC
1460
NC
3450
NC
4260
NC
4243
NC
23710
NC
35661
NC
58297
ND
248
ND
24368
NE
19
NE
60
NE
507
NE
701
NE
26565
NH
396
NH
1023
NH
1279
NH
1341
NH
21148
NH
21229
NJ
540
NJ
3166
NJ
4286
NJ
4308
NJ
5100
NM
28100
OH
926
OH
965
CXI
5142
OH
6327
OK
191
OK
34321
OR
1597
OR
1635
OR
1708
PA
8800
PA
9202
PA
10987
PA
44920
PR
23451
SC
1368
SC
1872
SC
1848
SC
2453
SC
3255
SC
3441
TN
442
TN
1465
TN
2461
TN
27677
TX
3573
TX
7021
TX
7862
TX
8907
UT
531
ur
507
VA
1015
VA
1160
VA
2160
VA
3051
VA
3433
VA
3654
VA
4677
VA
5215
VA
5291
VA
5312
WA
264
WA
281
WA
299
3
-------
Keyword Index
BAT (Best Available Technology)
(Continued)
WA 540
WA
621
WA
680
WA 931
WA
3000
WV
779
WV 2542
WV
4405
WY
442
WY 3115
WY
25950
Batch Discharge
CA 4111 MA 442 NY 72061
Batch Treatment
NC 35661 NJ 3867 OH 9261
Batteries (production of)
SC 1856
Bauxite (refinery)
IA 5606
BCT (Best Conventional Technology)
AK
680
AK
1015
AK
396
AK
43206
AL
3115
AL
1597
AL
54704
AR
37770
CO
1147
CO
41351
CO
41360
FL 2771
FL
37923
GA
1201
HI
281
ID
167
ID
957
ID
1180
IL
1350
IL
34622
IN
1350
KY
2119
KY
3603
KY
3484
KY
3701
KY
64645
IA
841
IA
868
IA
914
IA
4740
IA
5291
MA
3361
MD
2429
MD
4782
MS
3042
MT"
248
Mr
477
MT
26336
ND
248
NE
701
NJ
5746
OK
191
OR
221
OR
1597
OR 2402
FR
23451
IN
442
TN
1465
TX
3573
IX
7862
ITT
507
VA
2160
VA
3433
VA
3654
VA
3697
VA
4677
VA
5312
WA
78
WA
264
WA
281
WA
299
WA
540
WA
1040
WI
43583
WY
442
BCT Cost Reasonableness Test :
(40 CFR 122.62) :
TX 4839
•
Best Demonstrated Technology :
PA 11100
4
Benthic Organisms
-Sampling Required
AK 23248 SC 4286 SC 40517
SC 42188 VA 1015 VA 4804
WV 5533
Benzaldehyde (production of)
WA 281
Benzene (production of)
TX 4227
Benzoic Acid (production of)
WA 281
Bioassay
-Used to set limits or to deter-
mine toxicity or lack of toxicity
of wastewater prior to issuing
permit
AR
582
CA
4464
CA
4839
CO
35394
GA
1619
GA
2071
GA
3646
IL
2453
KY
1431
IA
892
IA
4464
MS
2232
NC
4952
NJ
2666
NJ
4120
NJ
30406
RI
1180
SC
1848
IN
1473
TX
3654
TX
91855
WA
680
WA
3000
WA
37263
WV
868
WV
4405
WV
5169
WV
5533
-Bicmonitoring of effluent and/or
in receiving water required in
permit (also see Biological Moni-
toring in Receiving Water)
AK
38652
AR
680
AR
1449
AR
36554
AR
37770
FL
2771
FL
37923
GA
507
IL
2453
IN
2861
KY
2119
KY
3484
KY
3514
KY
3701
KY
73237
LA
3115
IA
3441
IA
3751
IA
54828
IA
59846
MA
1414
MD
94
MD
311
MD
345
MD
981
MD
1155
MD
1252
MD
1279
MD
2429
MD
3247
MD
5434
MO
40782
MS
671
MS
1970
MS
27995
NC
3522
NC
4243
NC
4260
NC
6548
-------
Keyword Index
-Bianonitoring of effluent and/or
in receiving water required in
permit (Also see Biological Moni-
toring in Receiving Water)
(Continued)
NC
23710
NC
24350
NC 42501
NC
51161
NC
72648
ND 370
NH
21148
NJ
540
NJ 787
NJ
957
NJ
3166
NJ 3867
NJ
4286
NJ
4308
NJ 4391
NJ
4952
NJ
5100
NJ 5240
NY
72061
OK
1031
OK 1643
OR
515
OR
1708
OR 30589
PA
8419
PA
11100
RI 1139
RE
21539
SC
302
SC 1180
SC
1333
SC
2780
SC 24554
SC
26506
SC
37826
SC 38121
SC
42188
IN
1457
IN 1465
IN
1619
IN
1899
IN 2640
IN
3425
IN
27715
IN 29378
TX
2933
TX
3948
TX 4839
TX
7021
TX
8761
VA 1015
VA
1295
VA
1660
VA 2160
VA
3051
VA
3433
VA 3654
VA
3697
VA
4677
VA 5291
VA
5312
VA
26557
VA 50822
WA
281
WA
299
WA 931
WV
779
WV
787
WV 4626
WY
3115
WY
25950
Bicmonitoring-Acute
AK
23248
AK
43206
AL 108
AL
1597
AL
1970
AL 2666
AL
2801
AL
3115
AL" 3247
AL
29378
AL
54704
AL 55239
CA
29491
CA
5096
CA 81787
FL
2593
FL
37869
GA 124
GA
329
GA
1201
GA 1619
GA
1791
GA
2160
GA 2356
GA
3646
GA
3778
GA 4120
GA
4332
GA
24104
GA 26735
GA
49336
ID
26468
IL 1244
IL
1350
IL
2453
IL 2861
IL
3140
IL
27074
IN 3581
KY
1431
KY
2119
KY 3603
IA
761
IA
841
IA 914
Bicmonitoring-Acute (Continued)
IA
2771
IA
3280
IA
3689
LA
3824
IA
5479
IA
51993
IA
51942
MS
2232
MT
477
NE
19
NE
60
NE
507
NE
647
NE
701
NE
1210
NE
26565
NH
21172
OH
965
OR
60
OR
221
OR
566
OR
1074
OR
1112
OR
1597
SC
40517
SD
299
TX
3531
TX
7862
TX
8907
UT
507
VA
4804
WA
78
WA
230
WA
264
WA
299
WA
540
WA
825
WA
1040
WA
25721
WI
1309
WI
2798
WI
2810
WI
3620
WI
37991
WI
54500
Bicroonitoring-Chronic
AK
396
AK
23248
AL
302
AL
26328
CA
81787
FL
2771
ID
1163
ID
26468
IL
1244
IL
1350
IL
2861
IL
24074
IN
3581
LA
868
IA
5606
IA
41718
OH
965
OR
566
OR
1074
OR
1112
SC
1490
IX
52825
WA
230
WA
2062
WA
21954
WA
25121
WI
1309
WI
2798
WI
2810
WI
3620
WI
37991
Biological Assessment (monitoring
to determine impact of discharge,
also see Benthic Organisms)
AK 23248 AK 43206 AL 2801
CT 2101 SC 1180 SC 1830
SC 1848 SC 4286 SC 37826
SC 38121 SC 40517 SC 42188
VA 1015 VA 4804
Biological Monitoring (also see
Receiving Water Monitoring)
AK 23248 AK 43206 CA 81787
OR 1112 VA 1015
Biological Oxidation
MT 477 NJ 4120
Biological Treatment (unspecified)
AL 1597 AL 1970 AL 3891
AL 36544 00 1147 ID 1163
-------
Keyword Index
Biological Treatment (unspecified)
(Continued)
IL 24074 IA 914 IA 3115
NJ 2666 NJ 4286 NY 72061
OR 60 OR 1589 PA 8800
PA 9300 UT 507 VA 1015
WA 1091
Bicmonitoring (see Bioassay)
Blended Fuels Program
NY 72061
Blcwdown
-Boiler
AL
1970
CA
5096
cr
2101
FL
1040
FL
34690
FL
37869
GA
2160
IA
3611
IL
744
IL
1244
IL
1384
IL
1414
IL
1767
IL
1830
IL
2453
IL
2861
IL
34622
IN
329
IN
1414
IN
1929
IN
2666
IN
2861
IN
2887
KY
2780
KY
3484
KY
3514
KY
3603
IA
3191
MD
981
ME
22985
MD
370
MD
4863
MD
93521
NC
4243
NC
58297
NE
60
NE
507
NJ
787
OR
2021857
PA
11100
SC
1830
IN
1619
IN
27715
IN
29378
TX
3573
IX
7021
TX
9105
UT
507
VA
3051
VA
50822
-Cooling Tcwer
AL
1970
CA
5096
CO
1121
FL
1040
FL
37869
GA
507
GA
2071
GA
2160
GA
4120
IA
191
IL
1244
IL
1767
IL
2453
IL
2861
IL
34622
IN
108
IN
116
IN
2887
KY
3484
KY
3603
KY
3701
KY
64645
IA
761
MD
94
MD
345
MD
2658
MD
54321
MS
2925
MS
28258
NC
58297
NE
60
NE
507
NE
701
OK
2429
OR
1112
OR
141
OR
30589
OR
2021857
IN
1619
IN
2640
IN
29378
TX
3531
-Cooling Tcwer (Continued)
TX 7021 TX 8761 TX 9105
UT 507 VA 1015 VA 2160
VA 5291 VA 50822
-Deionizer
IL 34622
-Softener
IL 34622 OH 9261 IN 1414
IN 1619 IN 1929
-Unspecified
CA 5134
Blue Book, EPA (Water Quality
EMP Plan (required in permit)
AK
396
AK
23248
AK
38652
AK
43206
AL
2801
AL
3247
AL
22314
AL
46370
AZ
2144
00
248
00
1147
FL
2593
FL
2771
FL
34690
FL
37338
FL
37869
FL
37923
GA
124
IA
191
ID
809
IL
2267
IN
2666
IN
3581
IN
45284
KY
1431
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
IA
761
IA
54828
IA
59846
MA
22225
MD
311
MD
1279
MD
4863
NC
58297
NE
60
NE
507
NE
647
NE
26565
NJ
540
NJ
787
NJ
3166
NJ
3867
NJ
4120
NJ
4286
NJ
5100
NJ
5240
OH
6327
OR
515
OR
1112
OR
1589
OR
2542
RI
21539
SC
302
SC
914
SC
1015
SC
1180
SC
1333
SC
1368
SC
1490
SC
1830
SC
1848
SC
1856
SC
2453
SC
2780
SC
2798
SC
3255
SC
3441
SC
4286
SC
24554
SC
26506
SC
33022
SC
37770
SC
37826
SC
38121
SC
38148
SC
38555
SC
40517
SC
42188
IN
27715
UT
531
VA
2160
VA
3654
VA
5215
VA
5312
VA
26557
WA
281
WA
931
WA
2062
WA
30899
6
-------
Keyword Index
EMP's (Best Management Practices
— facilities and practices in
use)
AL 213 AL 3891 CO 35394
FL 2488 FL 37869 GA 2071
LA 60 MD 4863 MS 2941
OR 2542 WV 23281
B0Du (Ultimate BOD; used in
wasteload allocations)
MS 2941
BOD 5 (without nitrification
suppression)
BRJ (Best Professional Judgement,
used to set limits)
AK
396
AK
663
AK
680
AK
841
AK
26662
AK
27511
AK
35165
AL
302
AL
1597
AL
1970
AL
2666
AL
3247
AL
22314
AL
26328
AL
54704
AL
55239
AR
680
AR
1147
AR
1449
AR
36544
AR
37770
CA
4111
CA
5096
CA
6165
CA
29491
CO
591
CO
1121
CO
32158
CO
36897
CT
515
cr
1007
CT
1457
DE
51
FL
2488
FL
34690
FL
37338
FL
37869
GA
1201
GA
1619
GA
1791
GA
2071
GA
3646
GA
3778
HI
281
IA
3611
IA
3620
ID
892
ID
957
IL
2267
IL
2691
IL
24074
IL
34622
IN
116
IN
655
IN
1350
IN
1414
IN
1929
IN
2887
KY
1431
KY
2119
KY
2780
K£
3484
KY
3514
KY
3603
KY
3701
KY
3786
KI
64645
IA
761
IA
841
IA
868
IA
2771
IA
3689
IA
3751
IA
3905
IA
5291
IA
5606
IA
5851
IA
41718
IA
49492
IA
54828
MA
1414
MA
1554
MA
2151
MA
3077
MA
3361
MA
4600
MA
103128
MA
22225
MA
26646
MA
26735
MD
345
MD
1155
MD
1252
MD
1279
ME
639
ME
1406
BRJ (Best Professional Judgement,
used to set limits) (Continued)
ME 2216
ME
22985
MO
281
M0 370
MO
1881
MD
2411
M0 2534
MO
4782
MO
4863
MS 1775
MS
1970
MS
2232
M3 2941
M5
28258
MS
31704
MT 477
MT
26336
NC
892
ND 248
ND
370
ND
24368
NH 469
NH
1023
NH
1279
NH 1325
NH
21148
NH
21172
NJ 540
NJ
787
NJ
957
NJ 3166
NJ
3867
NJ
4120
NT 4286
NJ
4308
NJ
4391
NJ 4952
NJ
5100
NJ
5240
NJ 5746
NJ
29327
NY
1732
NY 7269
GH
493
CH
523
OH 965
GH
5142
CH
6327
GH 9261
OK
191
OK
1031
OK 1643
OK
2429
OK
34321
CR 515
CR
2542
OR
30589
CR 30929
PA
5444
PA
8419
PA 10987
PA
11371
PR
23329
PA 23451
RI
21610
SC
302
SC 914
SC
1180
SC
1333
SC 1356
SC
1848
SC
1856
SC 2151
SC
2453
SC
3255
SC 3441
SC
26506
SC
37826
SC 38121
SC
38555
SD
299
IN 264
IN
442
IN
1457
IN 1465
n*
27715
TX
3531
IX 4227
IX
4839
TX
5576
TX 7021
TX
8761
TX
55107
IX 64912
OT
507
VA
2160
VA 3433
VA
3654
VA
4677
VA 4804
VA
5291
VA
5312
VA 26557
WA
281
WA
299
WA 540
WA
825
WA
1040
WA 3000
WI
1041
WI
1309
WV 787
WV
4405
WV
4626
WY 1546
FT (Best Practicable Technology]
AK 1015
AK 26662
AL 108
AL 302
AL 3115
AL 3247
AL 29378
AR
582
AR
1147
AR 1449
CA
5134
CO
1121
GA 124
GA 507
GA
1201
GA 1719
GA 3778
GA 24104
-------
Keyword Index
EFT (Best Practicable Technology)
(Continued)
HI
281
IA
3522
ID
1163
ID
25259
IL
1244
IL
1350
IL
1384
IL
2861
IL
3417
IL
3794
IL
4219
IN
116
IN
205
IN
2666
IN
2861
IN
2887
IN
3581
KY
2119
KY
3484
KY
3603
KY
3701
IA
761
IA
841
IA
914
IA
2771
IA
3115
IA
3751
IA
3905
IA
4740
MD
94
MD
1261
MD
2429
MD
55182
MD
1881
MD
2534
MS
213
MS
2020
MS
27995
MT
35
MT
248
NC
3522
NC
4243
NC
4260
NC
5266
NC
6548
NC
24350
NC
35661
NE
26565
NH
21148
NJ
4286
NJ
4952
NM
28100
OH
9261
OR
2402
SC
1015
SC
1872
SC
3255
sc
3441
SD
299
IN
27677
TX
3948
TX
7862
UT
531
VA
1015
VA
1660
VA
3433
VA
4677
VA
5215
VA
5291
VA
5312
HA
230
WA
281
WA
299
WA
621
WA
680
WA
825
WA
931
WA
1040
WI
2798
WI
43583
WV
116
Brine Purification System
WA 37265
Bubble Concept (sum of discharge
values of all outfalls equals
total facility discharge, which
is the regulated value)
IA 3620 MD 1261 MD 1279
MS 26140
Buffer Zone
FL 37869
Butadiene (production of)
IA 914 TX 3531 TX 4227
Bypass Emergency Outfall
00 32158 MS 28258 PA 9300
WV 868
Cadmium Sulfide Pigments
(production of)
MD 1279
Caprolactam (production of)
GA 2160 VA 5291
Carbofuran
NY 345
Carbon Adsorption Treatment
(Granular Activated Carbon)
AL 213
00
36897
IN
2861
IN 3573
KY
3484
IA
5487
MA 442
MD
2411
MS
27995
NC 24350
NJ
5100
NJ
30406
NY 345
NY
7048
SC
37826
SC 40517
IN
2461
TX
52825
WV 5169
WY
32590
Carbon Dioxide,
Liquid
(production of)
IA 3280
VA
5291
: Carbon Tetrachloride
: (use in production)
: TX 4839
: Carpets (production of)
: GA 24104 VA 2677
: Catalytic Chemicals (production of)
: MD 311
: Caustic (production of NaOH)
: TX 8907 KY 3484
: OR 1597
: Cellophane Film (production of)
: IN 1414
: -of Process Waste
: IN 2861 OK 191
: -of Sludge
: (see Sludge - Cenfrifuge)
: Ceramic Tiles (production of)
PA 11894
8
-------
Keyword Index
Chemical Addition (coagulation,
precipitation, flocculation)
-Inorganic Precipitates (lime,
alum, ferric chloride, etc.; also
see
Lime and Settle Treatment)
AK
38652
AL
2666
CA
6165
oo
32158
OO
35394
CT
515
CT
1007
CT
3671
ID
167
ID
25259
IL
1244
IL
1350
IL
3115
IL
3140
IL
3794
IL
24074
IL
33863
IN
27
IN
45284
KY
2119
KY
3484
KY
3514
KY
3603
LA
3905
MD
311
MD
981
MD
1252
MD
2429
MD
2658
ME
2861
MD
2411
MS
2232
MS
2925
NC
4260
NC
6548
NE
507
NE
647
NE
701
NE
26565
NJ
4391
OH
965
OH
3051
OK
1643
OR
69
PA
11894
PR
23329
SC
1848
SC
2780
SC
38555
UT
531
VA
1295
VA
3654
WA
680
WI
34866
WV
868
-Not
Specified
AK
23248
AK
43206
AL
213
AL
302
AL
841
CO
1147
CT
1457
CT
2101
DE
51
FL
37869
FL
37923
GA
329
GA
3646
GA
26735
IA
191
ID
167
ID
26468
IL
1767
IL
2861
IN
108
IN
205
IN
329
IN
639
IA
-761
LA
868
LA
914
IA
3191
LA
3824
LA
5291
IA
5851
MA
1554
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
MD
1279
MD
55182
ME
1406
MD
93521
MS
671
MS
2020
NC
24350
NE
1210
NH
1023
NH
1341
NJ
3867
NJ
4006
OH
523
OH
3051
OR
30589
PA
8800
PA
9202
PA
11371
PA
44920
SC
1180
SC
1872
SC
4286
SC
24554
IN
1457
IN
1465
TN
1899
IN
2640
-Not Specified (Continued)
IN 27715 TX 7439 TX 77593
TX 94498 VA 1015 WA 540
WA 621 VIA 2062 WA 5450
-Polyelectrolytes
AK 23248 KY 2119
Qiemical Blending Facility
NJ 787
Chemical Oxidation
-Cyanide (see Cyanide Treatment)
IL 33863
-Efcenols (see Fhenols, Oxidation of)
-Unspecified
CA 4111 CT 1457 MA 2151
NH 469 OH 493 WA 931
Chemical Reduction
-Unspecified
AR 1147 CT 1457 MD 1155
MS 2232
Chlor-Alkali Facility
KY 3484 LA 761
Chlorinated Solvents (production of)
KY 2780
Chlorination (of wastewater, also
see Disinfection)
AK
680
AK
27511
AK
38652
AL
302
AL
1970
GA
329
GA
1719
GA
2160
GA
26735
GA
49336
IA
2089
ID
1180
IL
744
IL
1414
IL
1830
IL
2453
IL
3115
IL
24074
IL
34622
IN
116
IN
2887
IN
3581
Kf
3778
IA
3191
IA
3280
IA
3689
IA
5479
IA
5487
MD
1155
MD
2429
MD
2658
MD
3247
MD
1121
MS
1783
NC
3450
NC
3522
NC
6548
NC
35661
NC
58297
ND
370
NE
701
NH
1325
9
-------
Keyword
Chlorination (of wastewater, also
see Disinfection) (Continued)
NJ
4286
NJ
4391
MN
28100
OK
2429
OR
60
OR
141
OR
1074
PA
8800
PA
9300
PA
11894
SC
302
SC
914
SC
1848
SC
2151
SC
2453
SC
26506
SC
38121
SC
38555
SC
37826
SD
288
IN
1899
TX
86
TX
4839
TX
6271
TX
7439
TX
8907
TX
52825
TX
91855
VA
1295
VA
3697
VA
4677
VA
5312
VA
50822
WA
299
WV
5533
Chlorine Gas (production of)
KY 3484 LA 761 ME 639
OR 1597 TX 8907
Chlorine Toxicity Evaluation
SC 914
Chlorofluorocarbons (production of)
KY 3603
Chlorosul famic Acid
(production of)
IN 329
Chrcanate Conversion
LA 3751
Chromium Treatment (also see
Chemical Reduction)
-Hexavalent Chromium Reduction
AR
302
CA 4111
CT
515
CT
1007
CT 1708
GA
124
GA 2071
IL 1724
IN
639
MA
1414
MD 1155
MD
1252
ME
639
ME 1406
MD
93521
MS
671
NE 507
NE
1210
PA
11371
SC 1473
SC
1872
SC
2780
SC 4286
SC
24554
TN
1473
TX 2933
OT
531
Circuit Boards (production of)
IN 655 NH 21148 PA 44920
Index
Clarification
AK
38652
AL
1597
IL
24074
CT
2101
GA
1201
GA
1791
GA
4336
GA
24104
IA
191
ID
1163
IL
1350
IL
1414
IL
3115
IN
27
IN
2861
IN
45284
KY
2119
KY
3603
KY
3701
LA
914
IA
2771
LA
3689
LA
51993
IA
51942
MD
311
MD
345
ME
286
MT
35
NC
3522
NC
4243
NC
4260
NC
6548
ND
370
NJ
4120
NJ
5100
OR
141
OR
566
OR
30589
OR
1074
OR
1112
PA
8800
PA
10987
PA
11100
PA
11894
SC
1015
SC
1180
SC
1490
SC
2151
SC
2798
SC
3255
SC
26506
SC
37826
SC
38121
TN
1899
TX
7862
TX
52825
TX
77593
VA
3433
VA
3654
VA
3697
VA
4677
VA
50822
WA
78
WA
264
VIA
825
WA
1091
WA
21954
WI
3620
WI
37991
WI
43583
WV
23281
Coal Mining
AL 46870 MD 55182
Coal Pile Runoff (also see
Leachate)
FL 37869 GA 1201 MD 55182
370 MS 2925 MS 28258
ND 370 OH 9261
Cobalt Catalyst (production of)
VA 5291
Coke
-Production of
AL 29378 MD 370 IL 1244
Oolumbium (smelting/refining)
OR 1112
10
-------
Keyword Index
Ccmminution (preliminary treatment
of wastewater or sludge by
grinding)
-Wastewater
AL 1970 GA 49336 ND 370
NE 701 SC 302
Compliance Schedule (also see EMP
Plan and Construction, of New
reatment Facilities)
AK
1015
AL
213
AR
1147
CA
4111
CA
5134
FL
2488
FL
37869
IL
2691
IN
2666
IN
45284
KY
3603
KY
3778
IA
R92
LA
3191
MD
1155
MD
2429
MN
392
MS
3212
NE
647
NE
26565
NH
1279
NJ
3867
NJ
787
NJ
4120
NJ
4308
NJ
4952
NY
345
OH
523
CXI
965
OH
9261
PA
11371
RI
1139
RI
1180
SC
1848
IN
2640
UT
507
VA
1660
WA
281
WV
4626
Dncentration (discharge limits)
AK
396
AK
23248
AK 37303
AK
38652
AK
43206
AL 302
AL
841
AL
3247
AL 1970
AL
2801
AL
26328
AL 46370
AR
680
AR
1147
AR 36554
CA
29491
CA
81787
CO
1121
CO
32158
CO
35394
CO
36897
CT
1007
CT
1457
CT
2101
CT
2437
DE
51
OS
.665
FL
1040
FL
2488
FL
2771
FL
34690
FL
37338
GA
1201
GA
2160
GA
4120
GA
26735
IA
2089
ID
26468
IL
744
IL
1244
IL
1350
IL
1414
IL
2453
IL
2691
IL
3115
IL
3417
IL
33863
IN
27
IN
108
IN
116
IN
1414
IN
2861
IN
2887
IN
3573
IN
54267
KY
2780
KY
3778
KY
3786
KY
64645
IA
60
IA
841
IA
914
IA
2771
LA
3191
IA
3751
IA
3824
IA
3905
IA
4464
IA
5479
11
Concentration (discharge limits)
(Continued)
IA
5851
IA
51993
IA
54828
IA
59901
MA
442
MA
1554
MA
1571
MA
2151
MA
3077
MA
4600
MA
103128
MA
26735
MD
94
MD
311
MD
1155
MD
2429
MD
2658
MD
3247
MD
54321
MD
55182
ME
1406
ME
22985
MD
2411
MD
3236
MD
93521
MS
2232
MS
2925
MS
26140
MS
28258
MT
477
mt
26336
NC
892
NC
3450
NC
4243
NC
4260
NC
35661
NC
42501
NC
51161
NC
58297
ND
370
NE
19
NE
60
NE
507
NE
1210
NH
469
NH
1023
NH
1279
NH
1325
NH
1341
NH
21148
NH
21229
NJ
787
NJ
957
NJ
3166
NJ
3867
NJ
4391
NJ
5746
NJ
29327
NM
28100
OH
493
OH
523
OH
6327
OH
9261
OK
191
OK
1031
OK
1643
OK
2429
OK
34321
OR
141
OR
566
OR
1112
OR
1635
OR
1708
OR
30589
OR
2021857
PA
1790
PA
9300
PA
11100
PA
11894
PA
44920
RI
1139
SC
1015
SC
1368
SC
1490
SC
1830
SC
1848
SC
1856
SC
2151
SC
2780
SC
4286
SC
37826
SC
40517
SD
299
IN
264
IN
1457
TN
1619
IN
1473
ON
2640
IN
27715
TX
86
TX
2933
TX
3573
TX
4227
TX
4839
TX
7021
TX
7862
TX
8761
TX
9105
TX
55107
TX
64912
VA
1015
VA
1660
VA
2160
VA
3697
VA
4677
VA
4804
VA
5215
VA
5291
VA
5312
VA
26557
VA
50822
WA
281
WA
299
WA
931
WA
1040
WA
2062
WI
1309
WI
54500
WV
4405
WY
3115
WY
32590
Concentration Derived Mass Limits
DE 51 IL 744 IL 3794
-------
Keyword Index
Concentration Derived Mass Limits
(Continued)
IL 4219 IN 655 KS 1887
Ki 3778 MA 1414 MA 26646
MD 370 MS 2232 MS 2925
PA 11371 SC 1848 TX 4839
Construction (of new treatment
facilities to meet permit
limits)
CA
4111
GA
26735
IN
2861
Cycles of Concentration
MD
345
MS
1970
NE
26565
intake flew to blcwdown
NJ
4308
OH
965
PA
11371
power plant)
PA
11894
SC
37826
FL 37869
Consent Decree
CO 591 MD 1261
Contact Cooling Water
IL 744
MD 94
NE 1210
SC 1848
WA 299
IL 3115
MD 345
NJ 957
VA 5291
OR 1112
MA 442
NE 647
NJ 4286
VA 5312
Contract Hauling
-of wastewater
IN 1929 NJ 787
Controlled Release
(of wastewater)
CA 4111 IN 1350
SC 38121
Cooling (of wastewater)
IA 51942 SC 40517
TX 8907 VA 2160
NJ 5240
IN 1899
Cooling Tower
(see Blowdown - Cooling Tower)
Com Products (production of)
IA 3620 IL 3417 IN 27
-Milling or finishing of
NC 35661 SC 2151 VA 50822
Cumulative Discharge Limits
ND 24368
Cyanide (treatment of)
-Destruction
AR 1449 CT 2437 GA 1619
GA 26735 MA 1414 MA 1554
NE 507 NJ 3867
-Oxidation
CA 4111
MA 26646
IL 1742
PA 11371
MA 1554
SC 4286
12
Cyclohexane (production of)
TX 8907
Cyclohexanol (production of)
VA 5291
Cyclohexanone (production of)
VA 5291
Daphnia Magna Bioassay
AL 22314 VA 2160 WV 787
WV 1261 WV 1805 WV 4626
WV 5169
Dechlorination (of wastewater)
AR 1147 FL 37869 IL 24074
KY 3484 IA 3689 IA 5487
MD 1155 NC 35661 OK 2429
IN 2461 VA 1295
Demineralization (of process or
wastewater, also see reverse
osmosis)
00 32158 TX 3573
Detergents (production of)
SC 37826
Detoxification
AL 1597
Development Document (used to set
limits)
AR 36544 IA 60 NE 507
TX 8761
-------
Keyword Index
Diffuser/Sutsnerged Outfall
AK 23248 GA 3778 NJ 4120
SC 38121 WA 230 WA 281
WA 1091
Dilution (allowed to attain
permit or water quality limits
in place of treatment)
AK 23248 CA 4111 OR 1635
Dilution Ratio (of discharge
considered in setting limits)
CA 5134 IN 1350 IN 1929
NY 72061 SC 2151
Dimethyl Terephthalate (production of)
SC 1333 SC 2798
Dinitrobutylphenol (pesticide,
production of)
MS 27995
Disinfection (of wastewater,
type not specified)
AL 22314 IA 6135 IL 1244
Disinfection (of wastewater,
type not specified)
NY 1732 PA 8885 PR 21407
SC 1848
Dissolved Air Flotation
(DAF, also see Air Flotation)
AK 841 AK 23248 IL 1244
IL 2861 IN 108 LA 914
IA 51942 IA 51993 MD 345
NC 4260 NC 6548 SC 38555
TX 4839 VA 5215 WA 21954
Dissolved Oxygen Monitoring Program
(required in permit)
GA 1619
Distillers Dried Grain & Solubles
KY 64645
EMR's (Discharge Monitoring
Reports, used in setting
limits)
MS 2232 NJ 5240 13
Distillation
IL 1244 IL 33863 KY 3484
Distillation Recovery
NY 72061
Drinking Water Standards (used to
set limits)
CA 81787 KY 3484 IA 60
MD 1155
Drydock
-Floating
RI 21539
Dumping Zone
AK 37303
Effluent Guidelines (used in
setting permit limits)
AK 1015 AK 26662 AK 37303
AK 38652 AL 108 AL 302
AL 2801 AL 3115 AL 3247
AL 29378 AL 46370 AR 1449
CA 4839 CA 5134 00 248
CO 1147 CT 515 CT 1457
CT 2101 CT 2437 CT 3671
DE 51 FL 2771 FL 37338
FL 37869 FL 37923 GA 124
GA 329 GA 507 GA 1201
GA 1791 GA 2071 GA 2356
GA 3646 GA 3778 GA 4120
GA 24104 GA 26735 GA 49336
IA 191 IA 2089 IA 3522
IA 3611 IA 3620 ID 1163
ID 1180 ID 26468 IL 1244
IL 1724 IL 2453 IL 2861
IL 3794 IL 4219 IN 108
IN 116 IN 205 IN 639
IN 655 IN 1350 IN 2666
IN 2861 IN 2887 IN 3581
IN 54267 KY 2119 KY 3484
KY 3514 KY 3603 KY 3778
IA 761 IA 868 IA 3115
IA 3191 IA 3751 IA 3824
IA 5606 IA 5851 IA 51993
MA 442 MA 1414 MA 1554
MA 1571 MA 2151 MA 3077
MA 3361 MA 4600 MA 22225
-------
Keyword Index
Effluent Guidelines (used in
setting permit levels) (Continued)
MA
26646
MA
26735
MD
94
MD
345
MD
981
MD
1155
MD
1279
MD
2429
MD
2658
MD
3247
MD
54321
MD
55182
ME
639
ME
1406
ME
22985
NM
256
M0
2534
M0
93521
MS
191
MS
213
MS
574
MS
2020
MS
2232
MS
2925
MS
2941
MS
3042
MS
27995
MS
28258
MS
31704
MT
248
MT
35
MT
447
NC
3450
NC
4260
NC
3522
NC
4243
NC
5266
NC
6548
NC
23450
NC
23710
NC
35661
NC
58297
ND
370
NE
19
NE
60
NE
701
NE
26565
NH
396
NH
1023
NH
1279
NH
1341
NH
21148
NH
21229
NJ
4286
NJ
4308
NJ
4952
OH
965
OH
3051
OH
9261
OK
191
OK
2429
OK
34321
OR
60
OR
141
OR
221
OR
1597
OR
1635
OR
1708
OR
2402
OR
30589
PA
11100
PA
8419
PA
8800
PA
9202
PA
11371
PA
12637
PA
44920
SC
1015
SC
1333
SC
1368
SC
1830
SC
2151
SC
2453
SC
2780
SC
3255
SC
3441
SC
4286
SC
24554
SC
38121
SC
42188
TN
1465
TX
86
TX
2933
TX
3573
TX
7862
TX
8907
TX
9105
UT
531
VA
1015
VA
1660
VA
2160
VA
3051
VA
3433
VA
3654
VA
4677
VA
5215
VA
5291
VA
5312
WA
78
WA
230
WA
281
WA
299
WA
540
WA
809
WA
931
WA
2062
WA
3000
WI
1309
WI
2798
WI
2810
WI
37991
WI
43583
WV
4626
WY
3115
WY
25950
Effluent Standards, State (also
see General Permit Requirements)
-Industrial Waste
00 591 00 32158 00 41351
-Industrial
CT 2437
IL 1244
IL 2861
IL 3794
KY 2119
NM 28100
TX 52825
Waste (Continued)
DE 51
IL 2453
IL 3115
IL 4219
KY 3514
OH 9261
FL 37338
IL 2691
IL 3417
IL 24074
KY 3603
TX 5576
-Sanitary Waste
CO 33537
EIS (Environmental Impact
Statement)
FL 37869
Electric Appliances (manufacture of)
MD 1155
Electrical Cable
IL 744
Electrical Components (production of)
MD 4863
Electrical Motors and Controls
(production of)
MO 2411 SC 4286
Electrochemical Treatment
(unspecified)
Electrocoagulation
00 35394
Electrodes (production of)
SC 38555
Electroflocculation
00 35394
Electronic Equipment
CD 36897
Electroplating Wastewater
GA 26735 IN 1929 MD 2411
MD 4863 MS 671 ME 1210
PA 1554 PA 11100 PA 11371
SC 1848 SC 2780 UT 531
14
-------
Keyword Index
Emulsifiers (production of)
SC 37826
Endangered Species Act
OK 34321
Environmental Supervisor
(appointment required at
facility by permit)
OR 515 OR 2542
EPA Regional Guidance (for permit
limits, especially for storm-
water and non-contact cooling
water)
FL 37338 IL 2861 KY 3484
KY 3701 LA 841 LA 59901
NH 469 NJ 957 NJ 2666
NJ 4120 NJ 4391 NJ 5240
NJ 29327 OK 1031 OK 34321
TX 7021 TX 9105 TX 91855
VA 1295 WV 787 WV 1261
Equalization (of wastewater flew)
AK
38652
AL
1597
AR
36554
AR
37770
CA
81787
cr
1007
DE
665
FL
37869
GA
1619
GA
3778
GA
26735
IA
191
IL
2356
IL
3140
IL 4219
IL
34622
IN
108
IN
329
IN
2861
IN
3573
KY
2119
KY
3514
KY
3701
KY
3778
KY
64645
IA
841
IA
3689
IA
5487
IA
51942
IA. 51993
MA
3361
MD
981
ME
2861
MS
2020
MS
2941
MS
31704
MT
477
NC
892
NC
3450
NC
4260
NC
35661
NE
507
NE
701
NJ
3166
NJ
4006
NJ
4120
NJ
4286
NJ
4391
OH
965
OK
2429
OR
141
PA
11100
PA
12637
SC
302
SC
1180
SC
1490
SC
1848
SC
2151
SC
2798
SC
3255
SC
3441
SC
38121
TX
3531
IX
5576
TX
7862
TX
8907
TX
52825
VA
2160
VA
3433
VA
50822
WA
230
WY
1546
Estuary (discharge to)
FL 37869
Ethanol (production of)
KY 64645
Ethylene (production of)
IA 191 KY 3484 TX 3531
Ethylene Dichloride (production of)
KY 3484 TX 4227
Evaporation (for treatment of
wastewater, also see Ponds,
Evaporation)
AZ 2144 IN 1929
Extended Aeration (Activated
Sludge Treatment)
-Process Waste
GA 1619
IL 34622
MS 191
NC 3450
NC 5266
SC 1490
SC 4286
GA 1791
IA 51993
MS 2941
NC 3522
OH 6327
SC 2453
VA 2160
IL 1244
ME 2216
MS 31704
NC 4243
OK 34321
SC 3255
WI 37991
-Sanitary Waste (also see Package
Plant)
GA 329 IN 2887 MD 2429
OH 9261 SC 1848 SC 38121
SC 42188 TN 1899
Eyewear Products (production of)
MA 3361
Facility Plan (Per Section 201
of CWA, industry included in
plan)
AL 841 NJ 5746
Farmland Application
ID 809
Fatty Acids (production of)
IA 868 VA 3433
15
-------
Keyword Index
Feed/Meal (production of)
IA 3620 IN 27 MO 2534
Fertilizer (production of)
GA 2071 GA 2356 NE 60
VA 5291
Film (production of)
OH 6327
Filter Backwash (wastewater
regulated in permit)
GA 4120 OR 566
WA 1040
Filter Press
CT 2101 DE 665
IN 3573 KY 3778
NC 4260 ND 370
PA 11894 SC 1856
SC 38121 WI 54500
Filtration
-Backwash water
KY 3484 KY 3514
-Diatcnvaceous Earth
CT 1457 IL 33863
-Dual Cloth Media
NC 35661
-Final (type unspecified)
NC 35661
-Lamella
GA 26735
-Membrane
NC 4260
-Multi-media
IL 744 IL 33863
IA 3191 NY 7048
VA 2160 WI 3583
-Non-specified
AL 213 CA 81787
00 35394 00 36897
SC 3441
GA 4120
MD 1279
OH 9261
SC 3441
KY 3603
IL 24074
PA 11894
00 1121
CT 3671
Non-specified (Continued)
FL 2771
FL
37869
GA
329
IL 24074
IN
108
KY
3484
KY 64645
IA
3905
MA
26735
MD 1252
MD
2429
MD
2658
MD 54321
ME
22985
ND
370
OH 523
OH
3051
OH
9261
PA 11100
SC
1848
SC
1856
SC 1872
SC
2151
SC
2453
IN 2461
TX
8907
TX
52825
TX 91855
¦Polishing
GA 26735
•Pressure
OK 2429
¦Rapid Sand
00 32158
GA
4332
IL
1830
IL 3794
IN
205
IN
329
IN 3573
IA
771
IA
3689
MD 1155
NC
24350
NE
701
NH 21172
PA
9202
PA
10987
PA 12637
PA
44920
SC
37826
TX 5576
¦Slew Sand
IL 1830
IL
3794
PA
44920
-Straw
CA 55115
-Trickling
IA 2089 VA 3654 VA 50822
WA 21954
-Vacuum
IL 1414
IL
3794
IL
33863
IL 34622
IN
329
IN
45284
MD 981
OR
566
WA
825
: WI 43583
•
: First Flush (of storm water,
: requiring treatment)
; AL 841 TX 5576
•
: Fish Tainting Testing
MT 35 SC 3812
16
-------
Keyword Index
Flatware
CT 2437
IL 2356
Flavors (production of)
SC 3441
Flotation (unspecified wastewater
treatment, also see Dissolved
Air Flotation)
AK 396
IA 2089
LA 3280
IA 5291
OH 965
GA 329
IL 33863
IA 3824
NH 469
PA 8885
GA 1201
IA 3191
IA 3905
NY 7269
SC 42188
Flue Gas Desulfurizaton
FL 37869 TX 86
Fluoride Treatment (also see Lime
and Settle Treatment)
CA 4111 WA 299
Fluorocartoons (production of)
NJ 3166 TX 8907
Fluoropolymers (production of)
NJ 3166
Fluorosulfonic Acid
(production of)
IN 329
Foam Breaking
AL 841
Foam Separation Chamber
SC 38121
Formaldehyde
(production or use of)
OR 2021857 TX 5576
Fragrances (production of)
SC 3441
French Drain System
AL 26328
Frit (production of)
MD 1252
Fuel Oil (production of)
IL 1244
Galvanizing, Hot-Dip
NE 647 NE 26565
Garment Hangers (production of)
FL 2771
Gasoline (production of, also see
Petroleum Refining Category in
Effluent Guidelines Index,
40 CER 419)
UT 507
GC-MS Scan
CA 29491
MD 345
OH 965
VA 3697
IN 329
NE 19
VA 3433
VA 4677
IN 655
NE 507
VA 3654
General Permit Requirements
(Procedures and limits set by
State using BRJ, but not a
General Permit, also see
Effluent Standards State)
ME 22985 TX 4227
Glycerine Refining Process
NJ 957
Glycols (production of)
KY 2119
Gold (mining of)
AK 43206
Gravity Separation
AK 396 OK 2429 TX 55107
WA 2062
Greige Cloth (non-finished cloth)
GA 3778 SC 2453 SC 3255
Grinding
AK 680
IA 5479
MD 2429
Grit Removal
GA 1201 NH 469 OR 1112
SC 2453 VA 26557
17
-------
Keyword Index
Groundwater
-Contamination
CA 4111
FL 34690
NE
26565
-Monitoring
AK 396
AL 1970
FL 34690
FL 37869
MD 345
NE
647
NE 1210
NE 26565
NJ
2666
VA 4677
WA 281
WI
2810
-Potential Discharge
NJ 4286
-Pump-out
NC 72648
-Use
OR 2402
Hafnium (sanelting/refining)
OR 1112
Hall Process (Aluminum Smelting)
WA 299 VJA 540
Hardboard (production of)
MS 3042 OR 2542 VA 1660
WI 2798
Hazardous Waste Contingency/
Management Plan
AL 1970 NJ 4391 NY 72061
Hazardous Waste Disposal
SC 38121
Health Products
-Animal
PA 8419
-Human
In 1104 PA 8419
Heat Recovery
NC 243 SC 2151
Herbicides (production of)
AL 1970
Hexamethylene (production of)
FL 2488
Hollcware (production of)
CT 2437 MA 1554 MA 26735
Hydraulic Equipment
(production of)
TX 7439
Hydrazine (H N-NH )
-Raw Material
CA 4111
-Used for wastewater dechlorination
NC 35661
Hydrochloric Acid (production of)
KY 2780 KY 3484 KY 3603
OR 1597 W7 4405
Hydrocyclane (used for size
classification)
MD 1279
Hydrofluoric Acid (production of)
KY 3603
Hydrogen, Liquid (production of)
LA 3280
Ice Cream (production of)
NJ 4308
Ilmenite (FeTiO , heavy iron-black
mineral used as ore for titanium)
NJ 5746
Imhoff Tank
LA 761 VA 50822
Incineration (of process wastes or
wastewater)
AL 1597 CT 3671 IN 2861
M0 370 OR 566 WA 281
WA 78 WA 621 WV 5169
18
-------
Keyword Index
Indicator Pollutant (such as TOC
or a single toxic metal to
indicate the presence of other
pollutants)
IA 191 LA 54828 MD 2534
NE 507 TX 5576 WA 281
Indirect Discharger (also see
POIW and Pretreatment)
AL 841 CA 55115 CA 57177
VA 5291
Industrial Gases (production of)
IA 3280
Industrial Organic Chemicals
PA 8419
Influent Monitoring (required in
permit)
00 33537
Injection Wells (see underground
injection)
In-Plant Pollution Control
SC 2151
Intake Structure Requirements
(see Section 316 (b) of Clean
Water Act regarding design and
capacity of cooling water intake
structures to minimize adverse
environmental impact, e.g.
entrainment of fish and aquatic
species. Also see 40 CFR 402.)
MD 2658
Integrated Circuits
(production of)
FL 34690 FL 37338 OR 30929
Integrated Facility (see Multi-
Category Plant)
Internal Outfall (limits imposed
on an internal treatment process
flcwing to another treatment unit
or to a combined outfall that is
also regulated)
AK 841
AL
302
AR
36554
CO 1121
CT
515
GA
4120
GA 26735
IL
2691
IL
3115
IN 27
IN
205
IN
2887
IN 639
IN
2861
KY
3484
KY 3603
IA
761
IA
2771
IA 3115
IA
3751
IA
5606
IA 5851
MA
442
MD
94
MD 981
MD
1252
MD
2429
MD 2658
MD
54321
ME
639
ME 22985
MS
2232
MS
2925
MS 27995
MS
28258
MS
31704
NM 28100
OH
493
OH
6327
OH 9261
PA
11100
SC
1015
SC 1333
SC
3255
SC
38121
SC 38555
SC
42188
ON
1465
TX 3531
TX
52825
VA
2160
VA 3654
VA
4677
VA
5215
VA 5291
VA
5312
WI
1309
WI 37991
WI
43583
WV
867
Ion Exchange
AL 2666
AZ
2144
CA
81787
IA 3689
IA
59901
MA
1554
ME 1406
MS
574
SC
1848
IN 1473
TX
3531
TX
94498
Iron Redox System (for heavy met<
reduction)
TX 8761
Irrigation Systems
(production of)
NE 26565
: -Spray Irrigation
: IL 3115 MD 3247 OR 2402
: VA 3433 WiT 32590
: Jewelry (production of)
: MA 4600
: Joint Permit
CA 5134
19
-------
Keyword Index
Joint Treatment
CA 5134
K-flex Plasticizers (production
of)
VIA 281
Kraft (pulping process,
production of pulp)
AL 841
AL 2801
GA
1201
GA 49336
ID 1163
MS
213
MT 35
OR 221
OR
515
OR 1074
SC 1015
SC
42188
WA 78
WI 3620
WI
37991
Lagoon (also see Ponds)
-Aerated, Aerobic, or Non-specified
AK
841
AL
841
AL 2666
AL
3115
AL
22314
00
1147
00
32158
FL
2593
GA
329
GA
1201
GA
3778
GA
24104
GA
49336
IA
3387
ID
1180
IL
1350
IL
1384
IL
3115
IL
4219
IN
27
IN
205
IN
1350
IN
1414
IN
2666
IN
2861
IN
3581
IA
868
IA
3824
IA
3905
MD
345
MD
1261
MD
3247
MD
370
MD
4863
MS
1970
MS
2232
MS
3042
MS
3212
MS
26140
MT
35
MT
248
NC
3522
NC
4243
NC
4260
NC
6548
NC
23710
NC
35661
ND
248
ND
370
ND
24368
NE
647
NH
396
NJ
5100
NJ
30406
OH
523
OH
965
OR 566
OR
1074
SC
302
SC
1015
SC
1180
SC
1368
SC
3255
SC
37826
SC
42188
SD
299
TX
4839
TX
6271
TX
7862
TX
8907
ITT
507
VA
1295
VA
1660
VA
3051
VA
3654
VA
4677
VA
26557
WA 299
WA
680
WI
2810
WI
3620
-Anaerobic
AR 40304 GA 3778 ID 1180
IL 3417 MS 1783 MS 26140
-Anaerobic (Continued)
ND 24368
NH
396
WA
3000
WV 1261
-Polishing
AL 3247
GA
3778
GA
24104
IN 27
IN
1414
IA
5479
MD 2429
MS
3042
NC
3522
NC 23710
NJ
4286
NJ
5100
OH 965
SC
1848
TX
5576
VA 3654
lancy System (for treatment of
metal bearing wastewater,
consists of neutralization,
sedimentation and electroplating)
MA 2151
land Application
-Solid Waste
IL 3140
-Wastewater
GA 3778 IL 1767 MT 248
OR 2402 PR 23451 SC 302
TX 9105 VA 5312
Iandfilling (see Sludge and Solid
Waste)
KX 2119 KY 3514
laxatives (production of)
MS 2020
Lsachate (also see Goal Pile
Runoff)
-frctti Tailings
00 35394
Lead Ore (mining/milling of)
AK 38652 AK 43206 00 591
Lead, Wastewater Treatment System
IA 761
Leather
PA 9300
20
-------
Keyword Index
Li^itbulbs (production of)
NH 1325
T.-iw> and Settle Treatment
(also see Fluoride Treatment
and Chemical Addition)
-for Fluoride Removal
SC 1848
-for Metals Removal
NE 647
-unspecified
CO 591
Liquid Radwasts System
GA 4120
Literature Source (used to set
limits)
MT 26336
Lubricants (production of)
-Synthetic
MD 345
Luggage (production of)
MA 2151
Magnetic Tape (production of)
00 36897
Maleic Anhydride (production of)
IL 34622
Manganese Metal (production of)
MS 2232
Mass
(discharge
limits)
AK
841
AK
1015
AK
23248
AK
26662
AK
37303
AL
108
AL
1970
AL
2666
AL
2801
AL
3115
AL
3247
AL
54704
AR
1449
AR
36554
AR
37770
CA
5134
DE
665
FL
2488
FL
37923
GA
124
GA
329
GA
507
GA
1619
GA
2071
GA
2160
GA
2356
GA
3646
Mass
(discharge
limits)
(Continued)
GA
3778
GA
4332
GA
24104
GA
26735
GA
49336
IA
2089
IA
3620
ID
1163
ID
1180
IL
1244
IL
2453
IL
3115
IN
27
IN
205
IN
329
IN
2666
IN
2861
IA
60
IA
761
IA
841
IA
868
IA
914
IA
3115
IA
3280
IA
3689
IA
3751
IA
3824
IA
5479
IA
51942
IA
51993
MA
1571
MD
345
MD
981
MD
1252
MD
1279
MD
2429
MD
3247
ME
639
ME
2216
M0
2534
M0
93521
MS
191
MS
213
MS
1970
MS
2232
MS
2941
MS
3042
MS
27995
MT
477
NC
892
NC
3522
NC
3450
NC
4243
NC
4260
NC
5266
NC
6548
NC
23710
NC
24350
NC
35661
NC
42501
NC
51161
NE
60
NE
26565
NH
469
NH
1279
NJ
957
NJ
3166
NJ
3867
NJ
4391
NJ
4952
NJ
5240
OH
493
OH
6327
OK
191
OK
1643
OK
34321
OR
60
OR
141
OR
566
OR
1074
OR
1112
OR
1597
OR
1635
OR
2402
PA
8419
PA
8800
PA
9300
SC
302
SC
1015
SC
1180
SC
1333
SC
1830
SC
1848
SC
1856
SC
2453
SC
3255
SC
24554
SC
26506
SC
38121
SC
42188
IN
1457
TN
1465
TN
1473
TN
2640
TX
4839
TX
7021
TX
7862
TX
8761
TX
52825
TX
64912
UT
507
UT
531
VA
1660
VA
2160
VA
3051
VA
3697
VA
4677
VA
26557
WA
230
WA
264
WA
299
WA
540
WA
931
WA
1040
WI
2798
WI
3620
WI
37991
WV
4405
: Mass and Concentration Limits
: (for the same pollutant)
: CA 4111 CA 5096 CA 5134
CA 55155 CA 57177 CT 515
21
-------
Keyword Index
Mass
and Concentration Limits
-Poles & Pipe
(for
the same pollutant) (Continued)
NE 26565
FL
2771
FL
37869
IA
191
IL
2691
IL
3115
IL
3417
Metals Flotation Mill
IN
639
IN
1350
IN
1929
MT 26336
IN
3581
IN
45284
KY
3603
KY
64645
IA
5851
MA
3361
Methanol (production of)
MD
94
MD
1279
MD
370
TX 3531
MD
4782
MS
671
MS
2020
MS
2941
MS
27995
MS
28258
Methylamines (production of)
MT
35
MT
477
MT
26336
KY 3701
ND
248
ND
370
NE
16
NE
507
NE
647
NE
701
Methylethyl Ketoxime (production
NE
26565
NJ
4952
NJ
5100
VA 5291
NJ
5240
OH
493
OH
523
OH
965
OH
6327
OK
2429
Missle Systems (production
of)
OR
30929
PA
8419
PA
8800
MA 1414
PA
9202
PA
11100
PA
11894
PA
44920
SC
1180
SC
1830
Mixing Zone
SC
1856
SC
2780
SC
3255
AK 23248
FL 37869
HI
191
SC
3441
SC
4286
SC
24554
HI 281
HI 21059
MS
2925
SC
37826
SC
38555
SC
42188
OR 141
OR 221
OR
515
IN
1899
TX
3573
TX
9105
OR 1074
OR 1112
OR
1589
UT
507
VA
3654
VA
4677
OR 1597
OR 1635
OR
1708
VA
5291
WI
2810
OR 2402
OR 2542
OR
30589
OR 30929
OR 2021857
TX
8907
Mass
Derived Concentration
Limits
WA 264
WA 281
WA
1040
AL
302
NH
396
IN
27715
WA 2062
Melamine Resin (production of)
OR 2021857
Mercaptans (production of)
TX 52825
Mercuiy, Wastewater Treatment System
KY 3603 IA 761
Metal Cleaning Waste
-Fewer Plants
AR 1147 FL 37869 MS 2925
LA 3191 IA 5851 TX 86
Metal Fabrication (also see Sheet
Metal Fabrication)
-Structures
NE 647
Model (used to set permit limits)
MS 1970 MS 42188 SC 1015
SC 3255
Molecular Seives (production of)
AL 2666
Molybdenum (mining of)
00 35394
Monitoring or Monitor-Only
(permit or discharge provision,
particularly for toxic
pollutants)
AK 841 AL 108 AL 1970
CA 4111 CA 81787 00 591
00 32158 00 33537 CT 1007
FL 37869 GA 1619 GA 2071
IL 744 IL 1244 IL 2691
22
-------
Keyword Index
Monitoring or Monitor Only
(permit or discharge provision,
particularly for toxic
pollutants)
(Continued)
IN 205
IN
329
IN
639
IN 655
IN
1929
IN
2666
IN 2887
KY
2780
KY
3484
FY 3603
IA
60
IA
761
IA 2771
MA
1414
MA
103128
MD 94
MD
345
MD
2429
ME 639
M0
4782
MO
93521
MS 2925
NC
4260
NC
3450
NC 42501
NC
51161
NC
72648
NE 701
NE
1210
NH
1023
NH 1229
NH
1325
NH
1341
NJ 540
NJ
787
NJ
3166
NJ 3867
NJ
4391
NJ
29327
NM 28100
OH
965
OR
1112
OR 1708
PA
8419
PA
8800
PA 9202
PA
11100
PA
11894
RI 21539
SC
302
SC
1180
SC 1333
SC
3441
SC
24554
SC 38121
SC
42188
UT
507
VA 1015
VA
1660
VA
2160
VA 3654
VA
3697
VA
4804
VA 5215
VA
5291
VA
5312
VA 50822
WI
1309
WI
2810
WI 3620
WI
37991
Multi-Category Plant (more
than
one Effluent
Guidelines
Category)
AL 302
AL 3247
CA 5134
IA 191
IL
1724
IN
205
IN 2861
KY
2780
IA 761
IA 914
MD
1155
MS
2232
MS 27995
NE
1210
CH
965
OR 515
SC
1332
SC
42188
UT 531
VA
3603
VA 5215
VA 5291
WA 281
WA
2062
WI 1309
Muriatic Acid (dilute hydrochloric
acid, production of)
IA 761
Negotiation (of permit limits)
FL 2488 LA 761 IA 914
MS 2232 OH 965 OK 1031
Net Limits
AL 55239
CA
5134
FL
2488
IA 3611
IA
3620
IN
205
IN 329
KY
3484
KY
3603
IA 5291
IA
51942
IA
51993
MD 54321
MT
248
MT
477
NJ 957
OR
1597
OR
1635
SC 38121
TN
1465
IN
2640
VA 5291
VA
5312
Neutralization (see pH Adjustment)
New Facility Protection Period,
10-Year (Sec. 306 (d) of the
Clean Water Act, results fran
construction a new treatment
plant to corply with a previous
permit)
SC 2151
New Source and/or New Source
Performance Standards (NSPS)
FL 37869 GA 49336 ID 26468
IN 54267 MS 28258 MS 31704
MT 35 SC 38121 SC 42188
IX 7862 WI 37991
Newspring (production of)
OR 566 WA 825 WA 1040
Nitric Acid (production of)
GA 2071 GA 2356 MS 27995
NE 60
Nitrification
IL 1767 PA 8800 VA 2160
Nitrogen, Liquid (production of)
IA 3280
No Backsliding (prohibition
against relaxing previous limits in
absence of changes in production,
plant expansion, etc., per Clean
Water Act and 40 CFR 122.62 (1)).
IA 914 MA 1554 MA 2151
MA 3361 MA 4600 MA 26735
23
-------
Keyword Index
No Backsliding (prohibition
against relaxing previous limits in
absence of changes in production,
plant expansion, etc., per Clean
Water Act and 40 CFR 122.62 (1)).
(Continued)
ME 639 ND 248 NH 1341
NJ 5240 OK 1643 SC 302
IN 264 TX 4839 TX 52825
No Discharge (see Zero Discharge)
No Treatment Provided
FL 1040 XL 2267 IN 655
MD 94 MD 2429 NE 26565
Non-contact Cooling Water
(discharge or regulation of)
AK 1015
AL 2801
CT 515
FL 1040
GA 1201
GA 3646
IL 1384
IL 1830
IN 329
IN 3581
KY 3778
IA 2771
IA 51942
MA 1414
MA 3361
ME 639
MD 4782
MS 1970
MS 2941
NC 24350
NE 507
NH 1279
NJ 540
NJ 3166
NJ 5100
OK 1031
OR 2542
AK 37303
AL 3115
CT 1457
FL 37923
GA 1619
IA 3611
IL 1414
IL 2267
IN 639
IN 2861
KY 64645
IA 3115
IA 51993
MA 1554
MD 1252
ME 1406
MD 4863
MS 2232
NC 4243
ND 370
NE 1210
NH 1325
NJ 787
NJ 3867
NJ 29327
OR 141
AL 302
AR 1449
DE 51
GA 124
GA 1791
IL 744
IL 1767
IL 3794
IN 1350
Kf 2119
IA 914
IA 5291
MA 422
MA 3077
MD 2429
ME 22985
MS 191
MS 2925
NC 4260
NE 19
NH 1023
NH 21229
NJ 957
NJ 4391
OH 965
OR 1635
CR 2021857 PA 8419
Non-contact Cooling Water
(discharge
or regulation of)
(Continued)
PA 11100
RI
1139
SC
302
SC 1830
SC
1848
SC
1856
SC 2780
SC
3441
SC
4286
SC 24554
TN
264
IN
1899
TN 27715
IN
29378
TX
86
TX 3573
TX
7021
VA
3433
VA 3654
VA
5312
WA
281
WA 299
WA
2062
WI
2798
WI 3620
WI
37991
WV
38466
Non-Degredation
Policy
-of Effluent
CO 32158
OH
523
-of Receiving Stream
00 591
Nonindicator Ccnpounds
IA 54828
Nonyl Ihenol (production of)
WA 281
NFDES Application, Form 2C
(Reported discharge quantity or
concentration used to set limits)
IA 191 MD 2411 SC 1848
TX 9105
NRC License (Nuclear Regulatory
Commission)
GA 4120 SC 1848
NSPS
ID 26468
SC 2151
TX 7862
K£ 73237 MS 28258
SC 38121 SC 42188
TX 94498 WI 37991
24
Nuclear Fuel (production of)
SC 1848
Nuclear Cores (production of)
VA 3697
Nutrient Addition (for biological
wastewater treatment)
AL 841 KY 64645 CR 515
OR 2542
-------
Keyword Index
Nylon (production of)
FL 2488 SC 302 VA 2160
VA 5312
Nylon Resin (production of)
VA 2160
Offeil (disposed, of)
AK 26662
Oil Seeds (production of)
NC 4260
Oil/Water Separation (Flotation,
API Separator, Skimming, etc.)
AK
23248
AL
841
AR
1147
CA
4839
CA
5134
OD
1121
GA
4332
IL
1414
IL
1244
IL
2861
IL
3794
IN
116
IN
205
IN
1929
KY
3701
LA
841
LA
5851
IA
51993
LA
59901
MA
22225
MD
94
MD
345
MD
981
MD
2429
MD
2658
MS
1970
MS
2925
MS
26140
NC
4260
NC
24350
NC
42501
NC
72648
NE
1210
NJ
30406
OH
3051
OH
9261
OR
1112
RI
21610
SC
1180
SC
37826
IN
264
TX
86
TX
3531
TX
3948
TX
6271
TX
7862
VA
3433
VA
4804
VA
5215
WA
540
WA
2062
WA
21954
WV
116
WV
779
WY 32590
Oral Contraceptives
FR 21407
Oleum (production of)
CA 5134 VA 5291
Organic Intermediates
(production of)
AL 1970 SC 3441 IN 2640
IN 3425 IN 29378
Organic Peroxide (production of)
VA 3433
QRSANOO Water Quality Standards
(used to set limits)
IN 2666
Outboard Motors (production of)
IL 2267
Oxidation
-unspecified
CT 3671 FR 23329
-catalyzed by ultraviolet light
00 36897
Oxidation Tcwer (see Trickling
Filter)
Oximes (production of)
VA 5291
Oxygen, Liquid (production of)
LA 3280
Package Plant
-Activated Sludge/Extended
Aeration (generally for sanitary
wastes)
AL
1970
CA
4111
CO
33537
GA
1619
GA
2071
IL
1244
IN
2887
IN
45284
KY
3778
IA
60
IA
41718
MD
2429
MD
2658
M3
1775
MS
31704
NC
4260
NE
701
NE
26565
NJ
4286
OH
9261
OR
1074
OR
1708
SC
1333
SC
1848
SC
26506
SC
38121
SC
38555
SC
42188
TX
4839
VA
3697
-Fhysical/Chemical Treatment for
Industrial Wastes
NY 72061
Paper (production of)
SC 1015 SC 38121
Paperboard (production of)
IN 1350 OR 566 MS 191
WA 264 WA 1040 WI 2810
25
-------
Keyword Index
Paste Sizing Agent (production of)
VA 3433
Parshall Flume
SC 38121
PCB's (used in electric
transformers)
IL 2267 NY 247
Pellet Traps (used to catch
plastic pellets in wastewater)
IA 191
Percent Removal
-of raw wastewater pollutants,
target used to set or ocnpare
effluent limits
TX 3531 TX 5567 UT 507
-minuraum percent removal required
as a limit in the permit
ND 248 NJ 4952
Perchlorates (Raw material,
(CIO )
CA 4111
Pesticides (production of)
AL 1970 CA 5134 IN 2861
NY 345 IN 1619
Petrochemicals (production of,
also see Organic Chemicals"
Category (40 CFR 416) in
Effluent Guidelines Index)
CA 5134 TX 4227
Petroleum Pipeline
NC 51161
Petroleum Refining
AK 841 CA 5134
CA 57177 GA 4332
NC 24350
CA 55115
IN 108
FH Adjustment (in wastewater
treatment)
AK 23248 AL 213 AL 302
Hi Adjustment (in wastewater
treatment)
AL 841
AL 2666
AL 46370
AR 38544
CA 6165
CT 1007
CT 2101
DE 51
FL 2771
FL 37923
GA 507
GA 2160
GA 26735
ID 25259
IL 1830
IL 3794
IN 205
IN 1414
IN 25079
KY 3484
KY 3778
IA 841
LA 3280
LA 3824
IA 5857
MA 1554
MA 26646
MD 981
MD 1261
MD 54321
ME 1406
191
27995
35661
370
647
1279
NJ 3867
NJ 4391
OH 493
OK 191
OK 2429
OR 30589
PA 11100
PA 44920
MS
MS
NC
ND
NE
NH
(Oantinued)
AL 1597
AL 2801
AR 582
CA 4111
CA 81787
CT 1457
CT 2437
DE 665
FL 37338
GA 124
GA 1619
GA 3646
GA 49336
ID 26468
IL 2861
IL 34622
IN 329
IN 2666
IN 45284
KY 3514
KY 64645
IA 2771
IA 3441
IA 5479
IA 41718
MA 2151
MD 311
MD 1155
MD 1279
MD 55182
MD 370
MS 2020
NC 4260
NC 58297
NE 60
NH 469
NH 1341
NJ 4006
NJ 5100
CH 523
OK 1031
OR 1112
PA 8800
PA 11371
RI 1139
AL 1970
AL 3247
AR 1449
CA 5134
OO 35394
CT 1708
CT 3671
FL 2488
FL 37869
GA 329
GA 2071
GA 4120
IA 191
IL 1724
IL 3140
IN 27
IN 639
IN 2861
KY 2780
KY 3603
IA 761
IA 3191
IA 3689
IA 5487
MA 1414
MA 3077
MD 345
MD 1252
MD 2658
ME 639
M0 93521
MS 2232
NC 6548
ND 248
NE 507
NH 1023
NJ 3166
NJ 4120
NY 1228
OH 965
OK 1643
OR 1597
PA 9202
PA 11894
SC 914
26
-------
Keyword Index
ffl Adjustment (in wastewater
treatment (Continued)
SC
1180
SC
1473
SC
1490
-Inorganic
SC
1848
SC
1856
SC
3441
IA 761 OH 523
SC
24554
SC
26506
SC
42188
IN
1457
IN
1465
IN
1473
Pistons and Piston Rings
IN
1619
IN
1899
IN
2640
(production of)
IN
27715
IN
29378
IX
3531
IN 1929
IX
5576
TX
6271
TX
7862
TX
8907
ITT
531
VA
2160
Pitch (production of)
VA
3433
VA
3697
VA
4804
IA 868 VA 3433
WA
540
WA
621
WA
680
WA
2062
WI
2798
WI
37991
Plant Expansion (to increase
WI
54500
WV
868
WV
4405
production capacity)
WV
5169
WV
5533
WV
23281
GA 3778
Pharmaceuticals
(production of)
Plastercizers (production of)
IN
2861
IN
3581
NE
701
MD 345
NT
540
NJ
4952
PR
21407
PR 23451
Phase II Bond Release
AL 46370
Phenol (production of, Priority
Pollutant No. 65)
OR 2021857 WA 281
PH Excursions/Waivers
IN 655 MA 1554
Phosphoric Acid (used as raw
material)
IA 59901
Photoprocess ing
SD 299
rhysical/Chemical Treatment Plant
AL 3247 MD 183 NC 35661
NE 507 VA 1015
Pickle Acid (used in iron and
steel manufacturing)
NE 26565
Pigments (production of, also
Plastic Products (production of)
SC 1830 IN 2640
Plastic Resins (production of)
AL 54704 IA 841 MS 1970
Plywood (production of)
OR 515 OR 2542
Pollution Reduction Report
PA 5444
Polyester (production of)
-Knit
NC 35661
-Bulk
SC 302
SC 2798
Polybutyleneterephthalate
(production of)
KY 3701
Polyester Resin (production of)
SC 1333 SC 26506 IN 442
TX 5576
27
-------
Keyword Index
Polyester Fiber (production of)
SC 26506
Polyethylene (production of)
IA 191 IA 3689 LA 5479
TX 4839
Polypropylene (production of)
IA 3689 TX 4839
Polystyrene Resin (production of)
MA 442
Polyvinyl Chloride (production of)
GA 329 NJ 4286 NJ 4391
Polyvinyl Pyrrolidone (production of)
KY 3701
etc.
)
AK
396
AK
23248
AK
35165
Polyvinylidene Fluoride (production
AL
22314
AR
37770
CA
4111
of)
CA
5134
00
1121
GA
507
KY 3603
GA
1201
GA
26735
GA
49336
IA
191
IA
2089
ID
892
Ponds (also see Lagoons and Pits)
ID
957
ID
1180
IL
1350
-Cooling
IL
34622
IA
4464
IA
5479
MS 28258
MA
4600
MD
345
MD
370
MS
1775
MS
2941
MS
3042
-Evaporation
MT
248
MT
477
NC
4260
TX 8761
NC
4464
ND
248
ND
24368
OH
965
PA
8419
SC
1015
-Fire
SC
1180
SC
1830
SC
1848
VA 3654
SC
3255
SC
3441
SC
38121
SC
38555
SC
42188
IN
27677
-Lime
TX
3654
TX
9105
VA
3697
CO 41351 00 41360
VA
4677
VA
5312
WY
25950
-Mud
00 41351
-Percolation
FL 37338
-Settling
CO 41360
AK 43206
AL
2666
AL 55239
AL 46370
GA 124
GA
329
GA 1201
GA 24104
IA
191
IN 2887
Potassium Nitrate
KY 3603
KY
64645
IA 841
production of)
IA 2771
MD
311
MS 27995
-Settling
(Continued)
MD
981
MD
2429
MS
1970
MS
2232
MS
2925
MT
26336
NC
4243
ND
240
NJ
5746
OR
1112
PA
11894
SC
1180
SC
1368
SC
1848
SC
37826
SC
38121
TN
8761
VA
1660
WI
1309
WI
2798
WY
3115
-Spill Control
MS 2232
-Spray
MD 370
-Unspecified (for biological
oxidation, holding, polishing,
Porcelain (production of)
CO 33537
Porcelain Enameling
OH 965
Post Mining Limits
28
-------
Keyword Index
POIW (Publicly CXmed Treatment
Works)
-Discharge of process wastewater
SC
1368
SC
1490
SC
1856
to
SC
2151
SC
2798
SC
3255
AL 841 IL 2267 MD 370
SC
3441
SC
4286
SC
24554
NC 35661 NJ 957 SC 1856
SC
37770
SC
38555
SC
37826
TX 4227 VA 5291
IN
264
IN
1465
IN
1619
IN
1899
IN
2461
IN
2640
-Requirement to divert process
IN
3425
IN
27715
TX
2933
waste to
TX
3654
TX
3948
TX
8761
NH 1279 m 23451
TX
64912
TX
77593
UT
531
WI
2798
WI
2810
WV
779
Poultry Processing
WV
1261
WV
2542
WV
4405
MS 26140 NC 6548
PPG (Raw material)
CA 4111
Precious Metals Ores
MT 26336
Pretreatment (also see Indirect
Discharger and POIW)
AK 841 00 33537 MO 4863
NJ 540 SC 1856
Previous Permit
Limits
(used to
set new limits)
AK
841
AL
108
AL 213
AL
1597
AL
2666
AL 3891
AL
26328
AR
680
AR
1449
AR
36544
DE
51
DE-
665
GA
329
GA
1201
GA
1619
IL
33863
IN
1350
KY
1431
KY
3484
KY
3603
KY
3701
IA
60
IA
841
IA
914
IA
5487
IA
49492
IA
59846
MA
1414
MA
1554
MA
2151
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
ME
639
ME
1406
ME
2861
M0
370
MT
477
NE
19
NH
396
NH
1023
NH
1279
NH
1325
NJ
957
NJ
3867
NJ
4006
NJ
4120
NJ
4286
NJ
4952
NJ
5240
OH
5142
OK
1643
OK
34321
OR
221
OR
2021857
PA
8885
SC
302
SC
1180
Previous Permit
set new limits)
Limits (used to
(Continued)
Priority Pollutant Scans
-None Detectable Requirement
CO 32158 CO 41351 CO 41360
NC 3522 NC 58297 NJ 5100
RI 1139 WA 37265
-Periodic analysis required in
permit
AL 1597 AR 37770 IA 191
IL 2691 IL 2861 NC 4243
NJ 5240 VA 3654 VA 3697
VA 4677 VA 5291
Process Area Rainfall Allocation
(pollutant loadings from process
area due to rainfall runoff)
TX 7862
Process configuration (numerical
parameter used to describe the
capacity of a petroleum
refinery, see 40 CFR 419)
IN 108 GA 4332 IA 51942
ND 248
Production
-Increase provided for in permit
GA 3636
KY 3603
NE 701
SC 38121
TX 52825
GA 3778
NC 23710
IA 51993
SC 42188
TX 56592
IN 2861
NE 507
OH 965
TX 7862
VA 26557
29
-------
Keyword Index
Production (Continued)
-Report levels with monitoring
results
AK 1015 AK 26662 OR 515
OR 2542 WA 299
Propylene (production of)
IA 191 TX 3531 TX 4227
Protected Stream (no discharge
of effluents except unpolluted
cooling water)
MO 4782 MD 4863
Pump Hour Meter and Pump Curve
(to record flew)
FL 37869
Rainfall Event (permit limits
related to rainfall, e.g., 10
year, 24 hour rainfall event,
10Q24)
VA 1015
Receiving Water Monitoring
AK 23248
AL 2801
IN 2861
ND 24368
RI 21539
AK 38652
CA 4111
MS 3042
NJ 4952
SC 1180
AK 43206
CA 5134
NC 35661
OR 1112
SC 3441
Receiving Water Monitoring
(Continued)
SC 37826 SC 38121 SC 42188
VA 1015 VA 3654
WA 540
Recovery
GA 2356
IA 5606
Recycle
-Closed Loop
ND 24368 WA 281
-Process Materials
00 32158 IN 2861
SC 1848 SC 2151
WA 281
NJ 5746
SC 38121
-Program required to reduce fresl
Pumps (production of)
water usage
M0 2411
OR 515
OR
2542
WA
264
P7C Resin (production of)
-Wastewater
MS 1970 OK 1031
AK 23248
AL
26328
AL
29378
CA 4111
CA
4464
FL
37923
Quality Assurance Program for
GA 2356
IL
2691
IN
1929
Wastewater Monitoring
K£ 3603
KY
64645
ME
1406
(EPA Region 2)
M0 370
MD
1121
MS
671
NY 540 NJ 957
NJ 4308
MS 28258
mt
477
NC
4243
NJ 5240 FR 23329
m 23451
NC 35661
ND
24368
NE
19
NH 1341
NJ
4286
FR
1708
Radium Reduction
PA 8885
SC
1368
SC
2151
MN 28100
IN 1457
TX
86
TX
8761
WA 37265
WV
779
Red Book, EPA (Water Quality
Standards used to set limits,
also see Blue Book, EPA)
AL 29378
AL
46370
FL
37869
SC 1473
IL 1244
IL
3794
IL
4219
IN 54267
MD
55182
SC
3255
Regenerate Wastewater (also see
Ion Exchange)
-Ion Exchange, unspecified
NE 701
Rendering
MS 26140
30
-------
Keyword Index
Recpener Clause
AK 663
AK
680
AK 23248
AL 1970
AL 2666
AL 2801
AL 3115
AL
3247
AL 3891
AL 29378
AL 54704
AL 55239
AK 27511
CA
5096
CA 55115
CO 248
CO
35394
FL 2771
HI 281
HI
21059
IL 1830
IN 27
IN
108
IN 116
IN 205
IN
1350
IN 1414
IN 1929
IN
2887
IN 3573
IN 3581
KX
2119
KY 3484
KY 3514
KY
3603
KY 3701
IA 3115
IA
3824
IA 41718
IA 49492
MD
311
MD 1155
MD 2658
MD
281
MD 1121
MD 1181
MD
4782
MS 213
MS 1783
MS
3212
MS 28258
NC 3522
NC
4243
NC 4952
NC 4260
NC
6548
NC 7285
NC 23710
NC
24350
NC 68004
NC 72648
NE
60
NJ 4308
NJ 4006
NJ
30406
OK 191
OR 221
OR
2021857
PA 8800
PR 23329
RI
1139
RI 21530
SC 2780
SC
33022
SC 37770
SC 38148
SC
38555
TN 2640
IN 3425
IN
1899
TN 27715
IN 29378
TX
52825
VA 3697
VA 4804
WA 264
WA 299
WA 825
WA
30899
WV 1261
WY 1546
wy
25950
Revegetation (of land on site
required)
AL 46370
Reverse Osmosis
-Discharge of Reject Water
FL 37338
-Treatment
(also see Demineralization)
00 32158 WA 25721
Ribose (production of)
NJ 4952
31
Rivets (production of)
KiT 3786
Rocket Engines (production of)
CA 4111
Rosin (production or use of as
raw material)
AL 841 VA 3433
Rotating Biological Contactors
ID 25259 PA 12637 SC 302
VA 3654 W 779
Rubber (production of)
GA 329 LA 916 IA 3824
MS 1775
Rutile, Synthetic (production of)
AL 26328
Safe Drinking Water Act (drinking
water standards used to set NPDES
limits)
MD 1155
Salinity (regulation of)
00 33537
Sanpling, proportional to flew
IN 1465
Sanitary Treatment
IL 744 IL 1414 IL 1384
IL 1767 IL 1830
Sanitary Waste
-Discharge to F0IW
AR 1449 CA 4111 CA 57177
00 32158 MD 94 MD 4863
MS 671 NJ 787 NJ 957
OR 515 TX 5576 VIA 230
WA 281
-Joint treatment with process
waste
00 33537 KY 3603 KY 3484
K¥ 3701 KY 64645 MS 2941
NE 701 NJ 4286 OR 141
SC 302 VA 5312
-------
Keyword Index
-Separate treatment on site
(also see Package Plant)
AL
302
AL
1970
CA
4111
FL
37869
IL
744
IL
34622
IN
2861
LA
3191
IA
5851
IA
59901
MD
2658
MS
2232
MS
2925
MS
28258
MS
31704
NE
647
NE
26565
OH
9261
OK
2429
OR
1708
OR
2542
PR
23451
SC
1848
SC
38121
SC
38555
SC
42188
TX
1465
TX
3531
TX
3573
TX
4839
TX
9105
VA
3654
VA
3697
VA
4677
WA
299
-Separate Treatment off site
AK 1015
Sawmill
OR 515 OR 2542
Scavenger Tank
MD 1279
Screening (of wastewater)
AK
1015
AK
37303
AK
38652
AL
2801
AL
22314
CA
55115
GA
1201
GA
24104
GA
49336
IA
2089
IL
3417
IN
2666
IA
3824
IA
5479
MD
1279
MS
213
MS
31704
NC
6548
NC
23710
NH
1279
OR'
60
SC
302
SC
1368
SC
1490
SC
2151
SC
2453
SC
3255
SC
38121
SC
40517
TX
86
VA
4677
VA
26557
WA
264
WA
825
Scrubber Water :
-Air Pollution Control :
Ki 3484 K¥ 3701 WA 229 :
-Discharge of :
IA 2089 MD 345 MD 2429 :
MS 28258 :
Seafood Processing :
AK 1015 AK 26662 AK 37303 :
32
Secondary Treatment (unspecified
biological treatment)
MS 31704 SC 1872 VA 3697
VA 4677 VA 1660
Secondary Treatment Standards
(40 CFR 102 and 40 CFR 133,
used to set limits)
AL
302
AR
680
CA 4111
FL
37869
IN
2887
IN 45284
IA
60
IA
3191
LA 5851
MD
2429
MD
2658
MS 1775
NE
26565
NM
28100
OH 523
OK
191
OK
2429
OR 2542
SC
302
SC
1015
SC 1333
SC
33022
SC
37770
SC 38148
TN
1465
TX
86
TX 3573
VA
4677
WA
299
WA 21954
Sediment
-Sampling
AK 23248 AK 43206 WA 540
-Pond Dredging Program
GA 3646
-Control Pond
FL 37869 IN 54267
Sediment Analysis Required
-Zinc
M0 93521
Sedimentation
AK
43206
AZ
2144
GA 2160
ID
167
ID
25259
IL 1350
IL
1724
IL
1830
IL 3140
IN
205
IN
2887
IN 3573
KY
3701
IA
319
IA 585
IA
868
IA
3280
IA 3441
MD
1155
MD
2429
MD 2658
MD
55182
M0
370
MD 1881
MS
671
NY
1228
OH 9261
OK
2429
OR
60
PA 8885
RI
1139
SC
37826
SC 42188
TN
2640
TX
86
TX 3948
TX
6271
TX
7439
UT 507
WA
540
WA
680
WI 54500
WV
868
WV
5169
-------
Keyword Index
Semiconductor Circuits
FL 34690 PA 11100
Septic Tank (generally for
sanitary wastes)
IL 4219 KY 3701 IA 841
IA 5479 ND 248 TX 9105
Settlement Agreement (to set permit
limits)
IA 2089 IN 108 IN 2666
MD 1261
Settling (clarification of
wastewater)
-Lamella
GA 26735
NE
647
NH
1023
-Primary
AL 2801
FL
2488
GA
1201
GA
1619
GA
49336
IN
2861
Kir
3603
KY
3701
ME
2216
MS
213
MS
31704
MT
35
MT
248
ND
24368
NJ
4286
NJ
4391
OH
9261
OR
566
OR
2402
PA
8800
SC
1015
SC
1180
SC
1830
SC
3441
ur
507
VA
3654
VA
26557
WI
3620
-Secondary
or Final
AL
302
AL
2666
AL-
2801
AL
3115
AL
46370
AR
1449
AR
38544
CA
4464
CA
6165
CT
1708
CT
2437
CT
3671
DE
51
FL
2771
FL
37338
FL
37869
FL
37923
GA
124
GA
507
GA
1619
GA
3646
GA
3778
IA
191
ID
809
IL
1350
IL
1724
IL
2691
IL
2861
IL
3115
IL
3417
IL
34622
IN
329
IN
639
IN
25079
KY
2780
KY
3603
KT
3701
KY
64645
IA
761
IA
841
IA
3191
IA
3689
IA
3905
IA
5479
MA
1414
MA
2151
MA
3361
MD
94
MD
345
MD
981
MD
1155
33
-Secondary or Final (Continued)
MD
1252
MD
1279
MD
55182
ME
1406
M0
1716
MO
93521
MS
191
MS
213
MS
671
MS
2020
MS
2941
MS
31704
MT
477
NC
892
NC
3450
NC
5266
NC
6548
NC
58297
NE
60
NE
507
NE
701
NE
1210
NH
469
NJ
3166
NJ
3867
NJ
4286
NJ
4391
NM
28100
NY
1228
OH
493
OH
523
OH
965
OH
3051
OK
1643
OK
34321
OK
191
OR
141
OR
566
PA
8419
PA
11371
PA
11894
SC
302
SC
1180
SC
1333
SC
2151
SC
2453
SC
2780
SC
3255
SC
3441
SC
37826
SC
38121
SD
299
TN
442
TN
1465
IN
27715
TX
86
TX
3531
TX
5576
TX
7021
TX
52825
VA
4677
VA
26557
WA
230
WI
2810
WI
3620
WY
1546
Sheets and Pillowcases
(production of)
SC 3255
Shipbuilding and Repair
IA 60 NC 7285 NC 68004
RI 21539 SC 33022 SC 37770
SC 38148 VA 4804 VA 5215
WA 2062 WA 30899
Shock Absorbers (production of)
NE 1210
Silver
(recovery of by sand filter)
CO 32158
-Mining
AK 43206
SIS Hardboard Process
NC 5266
-------
Keyword Index
Skimming
(also see Oil/Water Separation)
AL 1970 AL 55239 FL 2488
K1 3701 IA 3689 NC 24350
NC 51161 OH 9261 PA 12637
SC 1180 TX 3654 TX 4839
Slimicide (use or treatment of)
FL 2488 NJ 540
Sludge (treatment, dewatering,
arid disposal)
-Aerobic Digestion
GA 1791
MD 2429
OR 141
SC 2453
SC 38121
IL 1244
NC 3450
SC 1333
SC 3255
IN 3573
NC 3522
SC 2151
SC 26506
-Anaerobic Digestion
WA 21954
-Belt Filter Press
AL 22314 KY 2119
NE 701 OR 566
PA 11894 SC 1180
VA 26557 WA 621
-Centrifuge
IN 2861
SC 1473
IN 25079
SC 24554
ND 370
PA 8419
TN 2640
WI 37991
KY 3701
-Chemical Addition
TO 2640 VA 26557
-Coil Filter
WI 3620
-CJilorination
MA 4600 NH 469
VA 1660
-Dewatering, unspecified
AL 2801 AL 205 IL 1414
NC 4260 OR 60 PA 9300
SC 1180 WA 2062
-Drying Beds
AR 36544 CT 1007
CT 1708
-Drying Beds
GA 507
KY 73237
NC 892
NJ 4286
SC 914
SC 2453
TN 442
(Continued)
IL 1724 IL 24074
IA 3905
NC 3450
PA 10987
SC 1180
SC 2780
-Gravity Filtration
ND 370 NJ 4120
-Heat Drying
IL 2861 PA 8885
-Incineration
AL 1597 KY 3603
PA 8419
-Lagoon
AL 302
GA 1201
IN 2666
SC 1015
SC 3255
AL 2666
IL 1350
KY 3603
SC 1180
SC 3441
MD 345
NC 3522
PA 44920
SC 1490
SC 3255
VA 3654
WY 1546
OR 1112
AR 36554
IL 1724
NE 1210
SC 1368
VA 3654
-Land Application
CA 5134
GA
507
GA 2160
IL 1350
IL 2861
KY 3701
MT 477
NC
3522
NC 4260
NC 5266
NC
6548
OR 141
SC 1333
SC
1368
SC 2151
SC 3255
SC
26506
IN 442
IN 1457
VA
1660
VA 3433
WA 230
WI
3620
WI 37991
-Landfilling
EE 51
GA 3778
IL 34622
KY 2119
MD 2429
MS 213
OR 1112
PA 11894
TN 1457
GA 329
IL 1724
IN 3573
MA 26646
ME 1406
NH 1341
PA 8419
SC 24554
WA 2062
GA 507
IL 24074
IN 45284
MD 311
MD 93521
NJ 5100
PA 9202
SC 38121
WA 21954
34
-------
Keyword Index
-Lime Sludge
NY 1732
-Management Plan
GA 3778 WI 3620
-Pressure Filter
CT 515 GA 4120
NE 647 OK 2429
-Thickening
-Used as Fuel
MS 2941
-Vacuum Filter
IL 1414 GA 1619
IN 45284
MA 1414
ME 1406
NY 345
CM 965
PA 9202
KY 2119
MD 311
MO 3262
NY 1228
OR 566
IN 1457
WI 37991
MD 93521
IN 27715
AL
22314
CT
515
GA
1619
GA
2160
GA
3778
IL 24074
IN
329
IN
2861
KY
2119
KY
73237
LA
3191
MA
1554
MA
26735
MD
2429
ME
1406
NC
3450
NC
5266
NE
701
NH
1341
NJ
4286
OH
493
PA
8419
PA
10987
PA
11894
PA
44920
SC
1180
SC
2151
SC
38121
TN
1457
VA
5215
VA
26557
WA
2062
WI
3620
WI
37991
IN 329
IA 3191
MD 981
MS 213
OH 493
PA*8419
VA 26557
Sodium Sulfate (production of)
NJ 4952
Solid Fuel, Racket (production of)
CA 4111
Solid Vasts
-Disposal Off-site
AK 1015
-Landfill
AL 22314
FL 37869
IA 5606
PA 8885
TX 77593
WV 787
AL 46370
IA 3387
MD 2429
SC 38121
WA 264
CA 4839
KY 73237
NY 1228
TX 86
WA 37265
-Management Plan Required
MD 1155 WA 281 WA 931
Solids Separation
AK 26662 IA 5487 IA 49492
MD 1279 WA 264
Solvent Extraction
AL 1597 OR 1112
Solvent Management Plan
CT 1708 CT 2437 CT 3671
FL 37338 IN 639 ME 2861
MS 671 SC 1872 SC 4286
Spill Prevention
-SPCC Plan (40 CFR 112)
WA 825
AL
213
AL
22314
AL
46370
AZ
2144
CO
591
CO
36897
-V-Press
00
41351
CO
41360
FL
2488
MS 213
IA
2089
IL
33863
IA
841
IA
59901
OR
60
OR
221
Sodium Chlorate (production of)
OR
515
OR
566
OR
1074
KY 3603 MS 2232 OR 1597
OR
1597
OR
1708
OR
2402
OR
30589
OR
30929
m
23329
Sodium Silicate (production of)
WA
78
WA
264
WA
621
IN 329 IA 761
WA
680
WA
809
WA
931
WA
1040
WA
1091
Spray Irrigation
FL 2593 MD 3247
35
-------
Keyword Index
Stabilization Basins (also see
lagoon, Pond and Activated
Sludge)
AL 3115
AL 3247
IL
1384
IL 1767
IL
3140
IN
3581
KY 3514
IA
3280
LA
54828
NE 60
OK
191
OR
515
SC 1368
SC
38121
SC
42188
VA 5312
WI
2810
State Certification Requirements
(used to set limits meeting
Water Quality Standards)
MA 442 MA 2151 MA 3077
MA 3361 MA 4600 MA 26735
ME 1406 NH 1023 NH 1325
NH 1341 NH 21148 NH 21229
Static Mixer (in-line wastewater
mixing)
AL 841 IN 1465
Static Testing
MD 1261 WV 1261
Statistical Analysis (of existing
discharge pollutant levels to
determine limits; also see
Treatment Plant Capability)
AR 1449 SC 302 SC 1333
VA 3654
Steel Mill (Integrated)
AL 29378
Steel, Stainless (production of)
IN 45284 MD 981
Steel Tubes/Pipes (production of)
AL 29378 NE 26565
Steroids (production of)
PA 8419
Storm Sewers
(limited as an Outfall)
PA 11100 VA 1015 VA 5291
Storm Water Runoff Study
WA 299
Storm Water, Treatment and/or
Discharge with Limits
AK
23248
AL
108
AL
841
AL
1970
AL
2801
AL
29378
AR
680
AR
36544
CA
5134
CA
55115
CA
57177
DE
51
FL
2488
GA
329
IA
191
IL
2267
IN
1929
KY
2119
KY
3484
KY
3701
IA
841
IA
2771
IA
5291
IA
41718
IA
54828
MA
3361
MD
94
MD
1155
MD
2429
MD
370
MD
4782
MD
4863
MS
1970
MS
2232
MS
2941
ND
248
ND
24368
NJ
540
NJ
787
NJ
4286
NJ
4391
NJ
4952
OK
191
OK
1031
OK
1643
OK
34321
OR
2021857
SC
1856
SC
38121
IN
1457
IN
1619
IN
2640
TX
3531
TX
4227
TX
6271
TX
7021
TX
52825
VA
1015
VA
5291
WA
281
Stream Classification Standards
00 591 SC 1015 SC 37826
SC 38555
Stripping (treatment for/by)
-Air
AL 1597 FL 34690 PA 11100
Stripping (treatment for/by)
-Ammonia
AL 2666
CA
5134
IA
3280
IA 3441
OK
1643
PA
44920
SC 1848
TX
77593
WV
5533
¦Not Specified
KY 2780 IA 51942
-Rienol
CA 5134
36
-------
Keyword Index
-Steam
LA 841 TX 8761 TX 8907
WA 37265
-Sulfide
CA 5134 TX 5825
Study (Treatability study or water
quality study required by permit)
CA 5134 FL 37869 GA 3646
IN 2861 NE 507 NJ 4308
UT 507
Sulfa Drugs (production of)
NJ 4952
Sulfamic Acid (production of)
IN 329
Sulfides (production of)
TX 52825
Sulfuric Acid (production of)
CA 5134 IN 329 IA 2771
VA 5291
Superfund (CERCEA)
CA 4111
Surfactants (production of)
K£ 3701
Synthetic Resins (production of)
IL 34622 VA 2160 VA" 5312
Synthetic Textiles (production of)
SC 2151 IN 2640 VA 2160
Syrups
PR 23329
Tailings (runoff from, ail so see
Leachate)
CO 35394
37
Tall Oil (Production of or use as
raw material)
AL 841 IA 868
Tank Farm (wastewater frctn)
NC 42501
Tantalum (smelting/refining)
OR 1112
Technology-Based Limits (other
than Effluent Guidelines, also
see Treatability Manual, EPA)
AK 23248 KY 2771 IA 3115
IA 41718 MA 442
Technology Transfer (of limits from a
different Effluent Guideline
Category)
NH 1023 OK 191
Telecanmunication Equipment
(production of)
AR 1449
Telephone Apparatus (production of)
NE 507
Temperature Survey
MA 37265
Terephthalic Acid (production of)
AL 108 SC 1333
Textiles (dyeing and finishing)
NC 3522 NC 4243 NC 23710
Thermal Treatment Processes
(unspecified)
NJ 2540
Thickening (also see Sludge -
Thickening)
-Gravity Separation in mining and
minerals processing
OH 965
Titanium (smelting/refining)
OR 1112
-------
Keyword Index
Titanium Dioxide (production of)
DE 51 GA 3646 MS 2232
OH 493 OH 523 TN 1465
Titanium Tetrachloride
(production of)
OH 493
Tobacco Reclamation
VA 26557
Toluene (production of)
TX 4227
Toluene Diamine (production of)
KY 2119
Tools (production of)
-Hand
NE 19 SC 24554
-Unspecified
KY 3786
Toxaphene (pesticide, production of)
MS 27995
Toxic Organic Management Plan
IL
1724
IL 33863
IN
205
IN
655
IN
1929
IN
3573
OH
3051
OH
5142
ur
531
Toxic
Reduction Evaluation
AK
23248
AL
108
AL
1597
AL
1970
AL
2666
AL
2801
AL
3115
AL
3247
AL
26328
AL
29378
AL
54704
AL
55239
GA
124
GA
329
GA
1201
GA
1619
GA
1791
GA
2160
GA
2356
GA
3646
GA
3778
GA
4332
GA
24104
GA
26735
GA
49336
IN
2861
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
94
MD
311
MD
345
MD
981
MD
1155
MD
1252
MD
1279
MD
2429
MD
3247
MD
54321
MS
671
MS
2232
MS
2925
MT
477
38
Toxic Reduction Evaluation
(Continued)
NE 19
NE
60
NE
507
NE 647
NE
701
NE
1210
NE 26565
NJ
787
PA
8419
PA 8800
PA
8885
PA
11100
SC 1490
SC
2780
SC
42188
SD 299
VA
3654
VA
26557
WA 21954
WI
1309
WI
2798
WI 3620
WI
37992
WI
54500
WY 442
WY
3115
Toxic Standards
(40 CFR 129.103,
used to set limits)
MS 1970
MS
27995
Toxicity (of wastewater
, also se<
Bioassay)
AL 1970
KY
73237
MD
1261
ME 2861
PA
11100
WV
868
Toxicity Control Plan
ID 26468
Toxicity Limits
CA 81787
FL
2771
KY
3603
MS 671
MS
2232
NC
3522
NC 4243
NC
4260
NC
6548
NC 23710
NC
24350
NC
72648
OH 965
SC
302
SC
1180
SC 37826
WA
78
WA
264
WA 540
WA
825
WA
1040
Toxicity Testing
(see Bicmonitoring)
Treatability Manual, EPA (used to
set limits, also see Technology-
Based Limits)
TX 8761
Treatable Level of Pollutant
(concentrations above treatable
level require limitations;
concentrations below generally
are not regulated, except for
monitoring; also see Treatment
Plant Capability)
IA 191
-------
Keyword Index
Treatment Plant Capability (used
to set limits; also see
Statistical Analysis)
AL 841
KY
2119
MD
1155
MS 671
NC
892
NJ
3166
NJ 4391
NJ
5240
OR
515
OR 2542
SC
3441
TX
4839
TX 5576
WA
78
Trickling Filter
-Conventional
AK 841 TX 3531
TX 5606
GA 1201
MS 2941
LA 5291
TX 7439
Underground Injection
AL 1970 AR 680
MS 1775 IN 1465
TX 8907 TX 9105
Uranium (mining)
WA 25721
Uranium (production of)
LA 59901 NM 28100
Uranium Hexafluoride Conversion
Facility
OK 191
Uranium Hexafluoride Gas
(production of)
SC 1848
Uranium Oxide (production of)
SC 1848
Urea (Production of)
NE 60 OR 1635
Utility Wastewater
KY 3701
OR 2021857
-Plastic Media (Oxidation Tcwer)
Variable Limits
NE 701
-Seasoned
AK
23248
AL
3115
CO
32158
Trifluralin
GA
1619
GA
49336
IL
2267
(pesticide, production of)
IL
2691
IL
3115
IL
3794
IN 2861
IN
108
IN
1414
IN
2666
IN
2861
IN
3581
LA
868
Turbidity Sensor
MD
311
MD
1155
MD
3247
MD 1279
MD
54321
MS
1970
MS
2941
NC
3450
ND
24368
NH
396
Ultrafiltration
OH
965
OH
1708
OR
60
ME 639 SC 1473
OR
515
OR
566
OR
1074
OR
1112
PA
8419
PA
8800
Unbleached Kraft Pulp
SC
2453
IN
2640
VA
2160
-Wet Weather/Dry Weather
CA 4111 NJ 540
-With Production
AK 26662 AL 54704 MD 987
MD 2429 NC 23710 OR 30589
SC 38121
-With Receiving Water Flew,
Temperature, pH, etc.
CA 57177 CA 81787 IN 1350
IN 2887 MS 31704 ND 24368
NJ 5746
Variance (requested or granted
for permit limitations, also see
Waiver)
FL 37869 IL 2861 MD 1279
NJ 4952 VA 1295 WV 5533
39
-------
Keyword Index
Vegetables (processing of)
ID 1180 OR 2402
Vinyl Chloride (production of)
KY 3484 LA 761
AK
396
AK
23248
AK
37303
AK
43206
AL
108
AL
1970
Vinyl Ethers (production of)
AL
3115
AL
3247
AL
26328
KiT 3701
AL
29378
AL
54704
AL
55239
AR
1147
CA
4111
CA
4464
Vinylidene Fluoride (production of)
CA
4839
CA
29491
CA
55155
Kir 3603
CA
57177
CA
81787
00
248
00
591
00
1121
00
1147
Vitamins (production of)
00
32158
00
35394
00
36897
NJ 4952 PA 8419
00
41351
00
41360
CT
1007
cr
1708
CT
2101
CT
2437
Waiver (of permit limits, also
DE
51
FL
2488
FL
2593
see Variance)
FL
37338
FL
37869
FL
37923
AR 1147
GA
507
GA
1791
GA
3646
GA
24104
GA
26735
HI
191
Waste Acid Regeneration
HI
21059
IA
3611
IA
3387
00 32158
ID
1163
ID
1180
ID
25259
ID
26468
IL
744
IL
1244
Waste Disposal Plan
IL
1350
IL
1384
IL
1414
AK 37303
IL
1724
IL
1767
IL
1830
IL
2267
IL
2356
IL
2453
Waste Processing Facility
IL
3115
IL
3149
IL
3417
NJ 5240
IL
3794
IL
4219
IL
24074
IL
33863
IL
34622
IN
27
Wasteload Allocation
IN
108
IN
116
IN
329
FL 2488 IN 329 MS 2941
IN
639
IN
655
IN
1414
MS 3042 MS 26140 MS 31704
IN
1929
IN
2666
IN
2861
NC 7285 NC 42501 NC 51161
IN
3573
IN
3581
IN
45284
NC 68004 NC 72648 SC 4286
KY
2119
KY
2780
KY
3514
SC 1848 SC 37770 SC 38121
KY
3603
KY
3778
KY
3786
TX 3531 TX 7021 VA 5215
KY
64645
KY
73237
LA
841
IA
868
IA
914
IA
2771
Wastepaper (use of)
IA
3115
IA
3191
IA
4740
IN 1350
IA
5851
IA
51993
IA
59901
MA
442
MA
1554
MA
1571
Wastestream Segregation (of raw
MA
2151
MA
3077
MA
3361
waste, prior to treatment)
MA
4600
MA
26646
MA
26735
M0 370 PA 11371
MD
311
MD
1155
MD
3247
ME
1406
ME
2861
M0
4863
Water Pollution Control Program
MS
574
MS
1775
MS
1783
PI 21539
MS
2925
MS
2941
MS
3042
MS
3212
MS
26140
MS
31704
MT
26336
NC
3450
NC
3522
NC
4260
NC
4952
Water Quality (Criteria/Standards
used to set limits, also see Blue
Book, EPA Red Book, EPA, and Gold
Book, EPA)
40
-------
Keyword Index
Water Quality (Criteria/Standards
used to set limits, also see Blue
Book, EPA, Red Book, EPA, and Gold
Book, EPA) (Continued)
NC 6548 NC 35661 NC 58297
ND 248 ND 24368 NM 28100
NE 19 NE 507 NE 647
NE 1210 NH 396 NH 469
NH 1023 NH 1279 NH 1325
NH 21148 NH 21229 NJ 787
NJ 957 NJ 3867 NJ 4120
NJ 4308 NJ 4952 NJ 30406
NY 1228 NY 7269 OH 493
OH 523 OH 965 OH 9261
OK 1031 OR 515 OR 566
OR 1074 OR 1112 OR 1589
OR 1635 OR 2542 PA 5444
PA 8419 PA 8800 PA 9202
PA 11100 PA 11371 PA 11894
PA 44920 PR 21407 PR 23329
IR 23451 RI 1139 RI 1180
RI 21610 SC 914 SC 1015
SC 1473 SC 1490 SC 1830
SC 1848 SC 1856 SC 2453
SC 2780 SC 2798 SC 3255
SC 3441 SC 4286 SC 24554
SC 26506 SC 33022 SC 38121
SC 38148 SC 38555 SC 40517
SC 42188 SD 299 IN 264
IN 1899 IN 3425 TN 27677
IN 27715 TN 29378 TX 2411
TX 2933 TX 3531 TX-3573
TX 4227 TX 7021 TX 7862
TX 8761 TX 8907 TX 9105
VA 1015 VA 1617 VA 1660
VA 2160 VA 3051 VA 3654
VA 3697 VA 4804 VA 5215
VA 5291 VA 5312 VA 26557
WA 281 WA 809 WA 25721
WA 30899 WA 37265 WI 1309
WI 2810 WI 2798 WI 3620
WI 54500 WV 1805 WV 2542
WV 5533 WV 31241 WY 442
WY 32590
208 Water Quality Mangement Plan
(per Section 208 of the Clean
Water Act)
IA 51942 NJ 5746 OR 1074
208 Water Quality Management Plan
(Continued)
TX 52825
Water Treatment Plant Wastewater
SC 3255
Weapons Manufacturing
ME 1406 MD 4863
Wetlands
FL 37869
Wheel Covers (plating of)
MS 671
Wire (production of)
-Copper Plated
(also see Copper - Wire)
NE 507
Wood Preservatives (production of)
WA 281
Wool (production or finishing of)
WA 230
Zero Discharge
-of Pollutants
AR 1147 IA 5606 NE 26565
OK 2429 OR 515 OR 2542
-of Wastewater
IA 5291 MS 27995 NE 26565
WA 281
Zinc Ore (mining/milling of)
AK 38652 AK 43206 00 591
IN 1899
Zirconium (smelting/refining)
OR 1112
41
-------
smMmrGmmjms maex
-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
EFFLUENT GUIDELINES INDEX
- part E -
40 CFR
402 Cooling Water Intake
Structures (also see
Section 316(b) of the
Clean Water Act)
405 Dairy Products Processing
IL 3417 NJ 4308
OR 141 m 1546
406
407
408
409
410
40 CFR
411 Cement Manufacturing
412 Feedlots
413 Electroplating
MO 2411 MS 671
PA 11100 PA 11371
414 Organic Chemicals, Plastics &
Grain Mills
Synthetic Fiber Manufacturing
IA 3620
IN
27
AL
108
AL 1597
MD 2534
AL
2666
AL 3247
AL
54704
AR 37770
Canned and Preserved Fruits
FL
2593
FL 1040
and Vegetables Processing
IA
191
IL 1350
ID 1180
IL 3115
IL
1767
IL 1929
IL 3417
OR 2402
IL
3140
IN 1414
ME 2216
K£
1431
KY 2119
KY
2780
KiT 3484
Canned and Preserved
KY
3514
KY 3603
Seafood Processing
KY
3701
IA 761
AK 663
AK
680
IA
841
IA 892
AK 1015
AK 26662
IA
914
IA 3441
AK 27511
AK
37303
IA
3689
IA 3905
IA 4740
IA
59846
MA 442
MD
345
MS 1775
Sugar Processing
MS
1970
NC 892
CO 41351
00
41360
NC
4952
NJ 1732
HI 191
HI
281
NJ
2640
NJ 3166
MT 248
ND
24368
NJ
4006
NJ 4286
NJ
5100
NJ 30406
Textile Mills
OH
6327
OK 1031
GA 1791
GA
24104
OR
2021857
SC 302
GA 3778
NC
23710
SC
914
SC 1180
NC 3522
NC
3450
SC
1333
SC 2798
NC 35661
NC
4243
SC
3441
SC 26506
NH 1279
SC
1368
SC
37826
IN 442
SC 1490
SC
2151
IN
1457
IN 2640
SC 2453
SC
3255
TN
3425
IN 29378
IN 2330
VA
1295
TX
3531
IX 3948
VA 3051
VA
4677
TX
5576
TX 7021
VA 50822
WA
230
TX
7439
TX 8907
WV 1261
TX
52825
TX 77593
1
-------
Effluent Guidelines Index
40 CFR
40 CFR
414
Organic Chemicals, Plastics &
Synthetic Fiber Manufacturing
(Continued)
VA 3654
VA 5312
WV 787
WV 4405
VA 2160
VA 5291
VIA 281
WV 868
WV 5169
415
Inorganic Chemicals
Manufacturing
AL
213
AL
26328
AR
680
AR
1171
CA
5134
CA
6165
DE
51
GA
3646
IN
329
KY
1431
KY
2780
KY
3484
KY
3603
KY
64645
IA
761
IA
2771
IA
3280
IA
41718
MD
311
MD
1261
MS
2232
NJ
2640
NJ
3867
OH
493
OH
523
OH
958
OK
191
OR
1597
IN
1465
IN
2461
TX
2933
VA
5291
WA
37265
WV
2542
416 Plastics and Synthetic
Materials
FL 2488 IA 191
IL 34622 LA 5479
NJ 4391 SC 1333
TX 4839
417 Soap and Detergent
Manufacturing
IL 2453 IA 5291
418 Fertilizer Manufacturing
AK 663 CA 5134
GA 2071 GA 2356
IA 3522 IA 3387
MS 574 MS 27995
418 Fertilizer Manufacturing
(Continued)
NE 60 OR 1635
TX 9105 VA 5291
419 Petroleum Refining
420
421
AK
396
AK
841
CA
5096
CA
5134
CA
55115
CA
57177
OO
1147
GA
4332
IL
1244
IL
2861
IL
4219
IN
108
IA
3115
IA
51942
LA
51993
MA
22225
MT
477
NC
24350
ND
248
PA
12637
TX
4227
TX
6271
TX
7862
UT
507
WV
4626
WY
442
Iron
and Steel
Manufacturing
AL
3247
AL
55239
FL 2771
IL
2691
IL 3794
IN
205
IN
45284
MD
981
MD 370
ME 26565
WV 23281
NE 1210
NY 574
Nonferrous Metals
Manufacturing
AR 582
LA 4464
MD 2429
WD 1121
OK 1643
OR 1708
WA 78
WA 540
WA 680
WA 931
FL 37923
IA 5606
281
NY 1732
OR 60
UT 531
WA 299
422 Fhosphate Manufacturing
2
-------
Effluent Guidelines
40 CFR
40 CFR
423 Steam Electric Power
Generation
430 Pulp, Paper and Paperboard
(Continued)
AR 1147
CO
1121
MS
31704
NY 7269
FL 37869
GA
4120
OK
34321
OR 221
IA 3611
IN
116
OR
515
OR 566
IN 2887
IA
3191
OR
1074
PA 8885
LA 5851
MD
94
SC
1015
SC 38121
MD 2658
MD
54321
SC
42188
VA 1660
MS 2925
MS
28258
WA
264
WA 621
NC 58297
ND
370
HA
809
WA 825
CXI 9261
OK
2429
WA
1040
WA 1091
TX 86
TX
3573
WA
3000
WI 2810
VA 1015
WI
43583
WI
3620
WI 37991
WY 3115
431 Builders Paper and Board
424
Ferroalloy Manufacturing
Mills
MS 2232
IN
27715
SC
42188
425
Leather Tanning and
432 Meat
Products & Rendering
Finishing
IA 2089
MD 3247
IN 2666
NH
396
MS
1783
MS 26140
PA 8800
PA
9300
NC
6548
426
Glass Manufacturing
433 Metal Finishing
CA 4839
IL
1384
AR
1449
CT 515
RI 1180
cr
1007
CT 1457
CT
1708
CT 2101
427
Asbestos Manufacturing
CT
2437
CT 3671
CA 4464
GA
26735
IL 1414
IL
1724
IL 33863
428
Rubber Processing
IN
205
IN 639
GA 329
IL
1414
IN
655
KY 3778
LA 914
IA
3824
KY
3786
KY 73237
IA 3905
TX
3654
MA
1414
MA 1554
MA
1571
MA 2151
429
Timber Products
Processing
MA
3077
MA 3361
CA 81787
MS
3042
MA
4600
MA 26646
NC 5266
OR
515
MA
26735
MD 1155
OR 2542
WI
2798
ME
1406
ME 22985
NC
4260
NE 19
430
Pulp, Paper
and
Paperboard
NE
507
NE 647
AL 2801
AL
3115
NE
1210
NH 1341
GA 1201
GA
49336
NH
21148
NH 21229
ID 1163
IN
1350
OH
965
OH 3051
MS 191
MS
213
OH
5142
PA 10987
MS 2941
MT
35
3
-------
Effluent Guidelines Indies
40 CFR
40 CFR
433
434
435
436
437
438
440
Metal Finishing
(Continued)
PA 11371
PA
44920
RI 1139
SC
1473
SC 1872
SC
24554
SC 2780
SC
4286
TN 1473
TN
1899
UT 531
WI
1309
WI 54500
Coal Mining
AL 46370
MD
55182
IN 54267
Oil and Gas Extraction
LA 49492
Mineral Mining and Processing
Water Supply
Miscellaneous Food &
Beverage Processing
FR 23329 TX 55107
439 Pharmaceutical Manufacturing
GA 1619
IN 2861
MS 2020
NJ 540
NJ 4952
FR 21407
TX 64912
IL 24074
IN 3581
NE 701
NJ 2666
PA 8419
ER 23451
441
442 Fish Hatcheries and Farms
ID 809 ID 892
HI 21059
443 Paving and Roofing
Materials
444 Auto and Other Laundries
445 Converted Paper Products
446 Paint Formulation
447 Ink Formulation
448 Printing and Publishing
449 Steam Supply
450 Pretreatment of oil and Gas
451 Clay, Gypsum, Refractory,
and Ceramic Products
00 33537 MD 1252
PA 11894
452 Concrete Products
453 Shore Receptor & Bulk
Terminals
AK 23248 TX 91855
454 Gum and Wood Chemicals
Ore Mining and Dressing
Industries
AK 35165 AK 38652
AL 841 LA 868
AK 43206 AR 582
VA 3433
AZ 22144 CO 248
00 591 00 35394
455 Pesticides
ID 167 ID 25259
AL 1970 CA 5134
ID 26468 MO 1881
IN 2861 KY 1431
MT 26336 NJ 5746
LA 5487 MS 3212
NM 28100 TN 1759
MS 27995 NY 345
TX 94498 WA 25721
TN 1619 TX 7439
WV 25950
456 Adhesive & Sealants
Transportation Industries
Industries
4
-------
Effluent Guidelines Index
40 CFR
40 CFR
457
458
459
460
461
462
463
464
465
466
467
468
469
Explosives
Carton Black
Photographies
00 32158 SD 299
Hospitals
Battery Manufacturing
SC 1856
Edible Oils
Plastics Molding and
Forming
IL 24074 OH 965
SC 1830
Metal Molding and Casting
(Foundries)
AL 3247
IL 1830
IL 33863
NH 1023
WI 1309
AL 29378
IL 2267
IN 3573
NY 574
Coil Coating
AL 302 IL 1724
TX 55107
Porcelain Enameling
MD 1155 OH 965
WI 1309
Aluminum Forming
AL 302 GA 124
GA 507 M0 93521
NJ 29327 IN 264
WV 779
Copper Forming
PA 9202
Electrical and Electronic
Products
FL 34690 FL 37338
469
470
Electrical and Electronic
Products (Continued)
NY 1228 OR 1589
OR 30589 OR 30929
PA 5444 PA 11100
SC 38555
Shipbuilding
LA 60
NC 68004
SC 33022
SC 37770
VA 5215
WA 30899
NC 7285
RI 21539
SC 38148
VA 4804
WA 2062
471 Nonferrous Metals Forming
OR 1112
472 Alcohol For Fuel
473 Coal Gasification
474 Coal Liquefaction
475 Shale Oil
Mechanical Products
IN 1929 MD 4782
OH 965
-------
Effluent Guidelines Index
40 CFR
No Effluent Guidelines Category
Designated
AR
36544
-
Cellulose Food Casings
CA
4111
-
Aerospace Industry
CA
0029491-
Signetics Corporation
00
36897
-
Magnetic Tape Manufacturing
GA
2160
-
Caprolactum Manufacturing
IL
744
-
Electrical Cable
LA
54828
-
Hazardous Waste Management
IA
59901
-
Uranium Production
ma
103128
-
Massachusetts Water Resources Authority
MD
4782
-
McDonnell Aircraft Co.
MD
4863
-
Weapons Manufacturing
NC
42501
-
Triad Terminal Co.
NC
51161
-
Plantation Pipe Line Co.
NC
72648
-
Gant Oil Co.
NH
469
-
Specialty Electrical Papers
NH
1325
-
Miniature Licpittoulbs
NH
21172
-
EnviroSystems, Inc.
NJ
787
-
Chemical Blending Facility
NJ
5240
—
Waste Processing Facility
NY
7048
-
Capacitors
RI
21610
_
Aqua KLeen Inc.
SC
1848
-
Nuclear Fuel Production
SC
40517
-
Thermal Oxidation Corporation, Inc.
TX
8761
-
TML & TEL Anti-knock Compounds
VA
26557
-
Reconstituted Tobacco
VA
3697
-
Nuclear Reactor Cores
WA
21954
-
Dept. of Defense - Fort Lewis
WV
116
-
Mining Equipment
WV
5533
-
Lithographic Platemaking
WY
32590
-
Union Pacific Railroad Co.
6
-------
(tRIOftrrrPOLIO;.hDEX
-------
PRIORITY POLLUTANT INDEX
- Part F -
See Pages 1 and 2 For The
List of 129 Priority Pollutants,
Which Are Presented In Numerical
Order In This Index
-------
129 PRIORITY POLLUTANTS
1. 'acenaphthene
2. 'acrolein
3. •acrylonitrile
4. 'benzene
5. 'benzidine
6. 'carbon tetrachloride
~Chlorinated Benzenes
7. chlorobenzene
B. 1,2,4-trichlorobenzene
9. hexachlorobenzene
~Chlorinated Ethanes
10. 1,2-dichloroethane
11. 1,1,1-trichloroethane
12. hexachloroethane
13. 1,1-dichloroethane
14. 1,1,2-trichloroethane
15. 1,1,2,2-tetrachloroethane
16. chloroethane
~Choroalfcyl Ethers
17. bis(chlorcmethyl) ether
18. bis(2-chloroethyl) ether
19. 2-chloroethyl vinyl ether
~Chlorinated Naphthalene
20. 2-chloronaphthalene
~Chlorinated Phenols
21. 2,4,6-trichlorophenol
22. paraehlorometa cresol
23. ~Chloroform
24. '2-chlorophenol
~Pichlorobenzenes
25. 1,2-dichlorobenzene
26. 1,3-dichlorobenzene
27. 1,4-dichlorobenzene
~Dichlorobenzidine
28. 3,3'-dichlorobenzidine
~Pichloroethylenes
29. 1,1-di chloroethylene
30. 1,2-trans-dichloroethylene
31. ~2,4-dichlorophenol
~Dichloropropar.e and Dichloropropene
32. 1,2-dichloropropane
33. 1,2-dichloropropylene
34. *2,4-dimethylphenol
~Dinitrotoluene
35. 2,4-dinitrotoluene
36. 2,6-dinitrotoluene
37. * 1,2-diphenylhydrazine
38. 'ethylbenzene
39. 'fluoranthene
~Haloethers
4 0. 4-chlorophenyl phenyl ether
41. 4-brcmophenyl phenyl ether
42. bis(2-chloroisopropyl) ether
43. bis(2-chloroethoxy) »ethane-
~Halomethanes
44. methylene chloride
45. methyl chloride
46. methyl bromide
47. bronoform (tribrcrnomethane)
48. dichlorobrcmomethane
49. trichlorofluoromethane
50. dichlorodifluoromethane
51. chlorodibrooomethane
52. *hexachlorobutadiene
53. ~hexachlorocyclopentadiene
54. ~isophorone
55. 'naphthalene
56. ~nitrobenzene
~Nitrophenols
57. 2-nitrophenol
58. 4-nitrophenol
59. ~2,4-dinitrophenol
60. 4,6-dinitro-o-cresol
~Nitrosandnes
61. N-nitrosodimethylamine
62. N-nitrosodiphenylamine
63. N-nitro»odi-n-propylamine
64* ~pentachlorophenol
65. ~phenol
1
-------
129 PRIORITY POLLUTANTS
*Phthalate Esters
66. bis(2-ethylhexyl) phthalate
67. butyl benzyl phthalate
68. di-n-butyl phthalate
69. di-n-octyl phthalate
70. diethyl phthalate
71. dimethyl phthalate
•Polynuclear Aromatic Hydrocarbons
72. 1,2-benzanthracene
73. benzo( a)pyrene
(3,4-benzopyrene)
74. 3,4-benzofluoranthene
75. 11,12-benzofluoranthene
76. chrysene
77. acenaphthylene
78. anthracene
7 9. 1,12-benzoperylene
80. fluorene
81. phenanthrene
82. 1,2, 5,6-dibenzanthracene
83. indeno (1/2,3-cd)pyrene
84. pyrene
85. *tetrachloroethylene
86. *toluene
87. *trichloroethylene
88. *vinyl chloride
(Chioroethy1ene)
Pesticides and Metabolites
89. *aldrin
90. •dLieldrin
91. *chlordane
~DDT and Metabolites
92. 4,4'-DDT
93. 4,4'-DDE (p,p'-DDX)
94. 4,4'-DDD (p,p'-TDE)
•Endosulfan and Metabolites
95. a-endosulfan-Alpha
96. b-endosulfan-Beta
97. endosulfan sulfate
•Endrin and Metabolites
98. endrin
99. endrin aldehyde
*Heptachlor and Metabolites
100. heptachlor
101. heptachlor epoxide
•Hexachlorocyclohexane
102. a-BHC-Alpha
103. b-BHC-Beta
104. r-BHC-Gamma (lindane)
105. g-BHC-Delta
•Polychlorinated Biphenvls (PCB's)
106. PCB-1242 (Arochlor 1242)
107. PCB-1254 (Arochlor 1254)
108. PCB-1221 (Arochlor 1221)
109. PCB-1232 (Arochlor 1232)
110. PCB-1248 (Arochlor 1248)
111. PCB-1260 (Arochlor 1260)
112. PCB-1016 (Arochlor 1016)
113. *toxaphene
Metals, Asbestos and Cyanide
114. *antimony (total)
115. *arsenic (total)
116. ^asbestos
117. *berylliuni (total)
118. *cadnvium (total)
119. *chromium (total)
120. *copper (total)
121. *cyanide (total)
122. *lead (total)
123. *mercury (total)
124. •nickel (total)
125. *seleniun (total)
126. *silver (total)
127. *thallium (total)
128. *zinc (total)
129. *2,3,7,8, - tetrachlorodibenzo-
p-dioxin (TCDD)
•Identifies the original 65 specific compounds and chemical classes as listed
in the 1976 Settlement Agreement of Katural Resources Defense Council. Inc.
v. Train.
2
-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
PRIORITY POLLUTANT INDEX
- Part F -
Acenaphthene
nucu up i u ic
AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
TX
52825
WA 281
Acrolein
IL 1350
NJ
4286
PA 11371
IN
442
Acrylonitrile
AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
PA
11371
TX 52825
Benzene
AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
IA 841
MA
22225
MD 345
NJ
4120
NJ 5100
NY
7048
PA 8419
PA
11100
TX 3531
TX
3654
TX 3948
TX
4227
TX 8907
TX
52825
WA 281
Benzidine
Carton Tetrachloride
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
6. Carton Tetrachloride
(Continued)
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
NJ
5100
TX 7439
TX
8907
TX 52825
WA
281
WV 4405
7. Chlorobenzene
AL
108
AL
3247
FL
2593
FL
34690
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
NJ
4120
NJ
5100
TX
2933
TX
52825
, 2,4-Trichlorobenzen<
AL
108
AL 3247
FL 2593
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
NJ
4120
NJ
5100
NY
7048
TX
52825
WA
281
9. Hexachlorcbenzene
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
KY 3603 KY 3701
MD 345 TX 52825
10. 1,2-Dichloroethane
AL 108 AL 3247
CO 32158 00 36897
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
KY 3603 KY 3701
-------
Priority Pollutant Index
10. 1,2-Dichloroethane (Continued)
MD 345 NJ 787
NJ 5100 TX 7021
TX 8761 TX 52825
WA 281 WV 5169
11. 1,1,1-Trichloraethane
AL
108
AL
3247
CA
29491
FL
2593
FL
34690
IA
191
IL
1767
IL
1830
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
MD
981
MD
2411
NJ
787
NJ
5100
PA
11100
RI
1139
TX
52825
WA
281
WV
116
12. Hexachloroethane
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3514 KY 3603
KY 3701 MD 345
NJ 5100 TX 52825
13. 1,1-Dichloroethane
AL 108
AL
3247
CA 29491
FL
2593
FL 34690
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
MD
2411
NJ 787
TX
52825
WA 281
1,2 -Trichloroethane
AL 108
AL
3247
00 36897
FL 2593
IA 191
IL
1767
KY 2119
KY
3484
KY 3603
KY
3701
MD 345
NJ
787
NJ 5100
TX
52825
WA 281
AL
3247
IA
191
KY
2119
KY
3514
KY
3701
MD
2411
TX
52825
15. 1,1,2,2-^trachloroethane
KY 3484
16. Chloroethane
AL 108
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
NJ 5100
WA 281
17. Bis (chlorcmethy 1) Ether
18. Bis (2 -chloroethyl) Ether
KY 2119
19. 2-Chloroethyl Vinyl Ether
20. 2-Chloronaphthalene
21. 2,4,6-Trichlorcphenol
AL 2801 GA 1201
MS 191 MS 213
MS 2941 MS 31704
WA 281
22. Parachlororreta Cresol
23. Chloroform
AL 108 AL 3247
00 36897 FL 2593
IA 191 IL 1767
KY 2119 KY 3484
KY 3514 KY 3603
KY 3701 MD 345
MD 1155 MS 213
MS 31704 NJ 787
NJ 5100 PA 8419
PR 23451 TX 7439
TX 52825 WA 281
24. 2-Chlorqphenol
AL 108 AL 3247
CO 32158 FL 2593
IA 191 IL 1767
KY 2119 KY 3484
4
-------
Priority Pollutant Index
24.
25.
to
27.
25.
26.
28.
29.
2-Oilorophenol (Continued)
KY 3514 KY 3701
MD 345 NJ 5100
NJ 41206 TX 52825
WA 281
Dichlorobenzene (not
specified)
1,2-Dichlorobenzene
AL 108 AL 3247
CA 29491
IA 191
KY 2119
KY 3514
KY 3701
NJ 4120
TX 52825
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
NJ 5100
1,3-Dichlorobenzene
AL 108 AL 3247
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
TX 52825
IA 191
KY 2119
KY 3514
KY 3701
NJ 4120
27. 1,4-Dichlorobenzene
AL 108
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
NJ 4120
AL 3247
IA 191
KY 2119
KY 3514
KY 3701
NJ 787
TX 52825
3,3'-Dichlorobenzidine
1,1-Dichloroethylene
AL 108 AL 3247
CA 29491
FL 34690
IL 1767
KY 3484
KY 3603
FL 2593
IA 191
KY 2119
KY 3514
KY 3701
29. 1,1-Dichloroethylene (Continued)
MD 345 MD 2411
CH 6327 PA 11371
TX 52825 WA 281
30. 1,2-Trans-Dichloroethylene
31.
32.
33.
34.
35.
AL 108
FL 2593
IA 191
KY 3484
KY 3603
MD 2411
NJ 4120
AL 3247
FL 34690
IL 1767
KY 3514
MD 345
NE 69
TX 52825
2,4-Dichlorophenol
AL 108 AL 3247
IA 191
KY 3484
3701
KY
TX 52825
IL 1767
KY 3514
MD 345
WA 281
1,2-Dichloropropane
AL 108 AL 3247
IA 191
KY 2119
KY 3514
KY 3701
TX 52825
IL 1767
KY 3484
KY 3603
MD 345
1,2-Dichloropropylene
FL 2593 KY 3514
MD 345
2,4 -Dinvethy lphenol
AL 3247 IA 191
FL 2593
KY 2119
KY 3514
KY 3701
NJ 5100
WA 281
IL 1767
KY 3484
KY 3603
MD 345
TX 52825
2,4-Dinitrotoluene
AL 108 AL 3247
FL 2593
IL 1767
KY 3701
NJ 5100
IA 191
KY 2119
MD 345
TX 52825
5
-------
Priority Pollutant Index
36. 2,6-Dinitrotoluene
44. Methylene Chloride
AL 108 AL 3247
AL 108 AL 3247
FL 2593 IA 191
AL 54704 CD 36897
IL 1767 Kif 2119
FL 2593 FL 34690
KY 3484 KY 3514
IA 191 IL 1767
KY 3701 MD 345
KY 2119 KY 3484
NJ 5100 TX 52825
KY 3514 KY 3603
KY 3701 MD 345
37. 1,2-DiphenyLhydraz ine
NJ 5100 PA 8419
PR 23451 TX 2933
38. Ethylbenzene
TX 7439 TX 52825
AL 108 AL 3247
WA 281 WV 4405
FL 2593 FL 34690
IA 191 IL 1350
45. Methyl Chloride
KY 2119 KY 3484
AL 108 AL 3247
KY 3514 KY 3603
FL 2593 IA 191
KY 3701 IA 3905
IL 1767 KY 2119
IA 29963 MA 442
KY 3484 KY 3514
MD 345 NJ 4120
KY 3603 KY 3701
NJ 4286 SC 2798
MD 345 NJ 5100
IN 442 TX 3948
PA 8419
TX 5576 TX 52825
WA 281 WV 787
45. Methyl Chloride (Continued)
PA 11371 TX 7439
39. Fluoranthene
TX 52825 WA 281
AL 108 AL 302
AL 3247 FL 2593
46. Methyl Bromide
IA 191 IL 1767
PA 1137 WA 281
KY 2119 KY 3484
KY 3514 KY 3603
47. Brcmoform (Tribrcmcmethane)
KY 3701 MD 345
KY 3603 PA 11371
TX 52825
48. Dichlorobramomethane
40. 4-Chlorophenyl Phenyl Ether
KY 3603 PA 11371
TX 7439 WA 281
41. 4-Branophenyl Phenyl Ether
49. Trichlorofluorarnethane
42. Bis(2-chloroiscpropyl) Ether
KY 3603
AL 108 AL 3247
FL 2593 IA 191
50. Dichlorodi fluorcroethane
KY 2119 KY 3484
KY 3514 KY 3603
51. Chlorodibzxxnomethane
KY 3701 MD 345
KY 3603 PA 11371
TX 52825
52. Hexachlorcbutadiene
43. Bis(2-chloroisopropyl) Methane
AL 108 AL 3247
NJ 4120 TX 52825
FL 2593 IA 191
IL 1767 KY 2119
-------
Priority Pollutant Index
52.
Hexachlorobutadiene
59.
(Continued)
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
TX
52825
53.
Hexaclilorocyclcpentadiene
54.
Isophorone
NJ 5100
m
281
60.
55.
Naphthalene
AK 23248
AL 302
AL 108
AL 3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
61.
MD 345
MD
981
NJ 4120
NJ
5100
TX 52825
62.
56.
Nitrobenzene
AL 108
AL
3247
63.
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
64.
KY 3603
KY
3701
MD 345
NJ
4120
NJ 5100
TX
52825
57.
2-Nitrophenol
AL 108 AL 3247
65.
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
NJ
5100
TX 52825
WA 281
WV 5169
58. 4-Nitrophenol
AL 108 AL 3247
FL 2593
IL 1767
KY 3484
KY 3603
NJ 5100
IA 191
KY 2119
KY 3514
KY 3701
TX 52825
2,4 -Dini trophenol
AL 108 AL 3247
FL 2593
IL 1767
KY 3484
KY 3603
NJ 5100
IA 191
KY 2119
KY 3514
KY 3701
TX 52825
4,6-Dimtro-o-cresol
AL 108 AL 3247
AR 37770
IA 191
KY 2119
KY 3514
KY 3701
NJ 5100
FL 2593
IL 1767
KY 3484
KY 3603
MD 345
TX 52825
N-nitrosodimethylamine
CA 4111 IN 2861
N-nitrosodiphenylamine
IN 2861
N-nitrosodi-n-propy1amine
IN 2861
Pentachlorcpfienol
AL 2801 GA 1201
MS 191 MS 2941
NJ 5100 WA 281
WY 32590
Phenol
AL
108
AL
3247
AR
36554
AR
37770
CA
4111
CA
5134
FL
2593
IA
191
IL
1350
IL
1767
IL
4219
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
IA
29963
IA
54828
MA
442
MD
345
NJ
4286
NJ
4391
NJ
5100
NJ
5240
NJ
30406
OR
2021857
PA
12637
FR
23329
PR
23451
SC
1490
7
-------
Priority Pollutant Index
Phenol (Continued)
sc
2798
SC 3255
sc
3441
IN 442
IN
2330
TX 2933
TX
3654
TX 3948
TX
4227
TX 6271
TX
52825
WA 281
WV
787
WV 1261
WV
4266
WV 5169
WY
32590
Fhthalate Esters (not
specified)
Bis (2-ethylhexy1) Fhthalate
AL 108
AL 3247
FL 2593
IA 191
IL 1350
IL 1767
KY 2119
KY 3484
KY 3514
KY 3603
KY 3701
MD 345
NJ 4286
NJ 4391
NJ 5100
NY 7048
OH 6327
SC 2798
IN 442
TX 52825
WA 281
Butyl Benzyl Fhthalate
NJ 5100
Di-n-butyl
Fhthalate
AL 108
AL 3247
FL 2593
IL 1767
KY 2119
KY 3484
KY 3514
KY 3603
KY 3701
MD 345
WA 281
IX 52825
Di-n-octyl
Fhthalate
NJ 5100
Diethyl Fhthalate
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
70. Diethyl Fhthalate (Continued)
KY 3603 KY 3701
MD 345 TX 52825
WA 281
71. Dimethyl Fhthalate
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
KY 3603 KY 3701
MD 345 TX 52825
WA 281
72. 1,2-Benzanthracene
FL 2593 MD 345
73. Benzo(a)pyrene
(3,4-Benzopyrene)
AL
108
AL
3247
FL
2593
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
NY
1732
MD
345
MD
2429
OR
60
OR
1708
TX
52825
WA
299
WA
540
WA
680
WA
931
WV
779
74. 3,4-Benzof luoranthene
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
KY 3603 KY 3701
MD 345 TX 52825
75. 11,12-Benzofluoranthene
MD 345
76. Chrysene
AL 108 AL 3247
FL 2593 IA 191
IL 1767 KY 2119
KY 3484 KY 3514
KY 3603 KY 3701
MD 345 TX 52825
-------
Priority Pollutant Index
77. Aoeriaphthylene
78.
AL
108
AL
3247
FL
2593
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
TX
52825
WA
281
Anthracene
AL
108
AL
3247
FL
2593
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
NJ
5100
TX
52825
79.
80.
81.
82.
83.
84.
1,12-Benzoperylene
Fluorene
AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
370
KY 2119
KY
3484
KY 3514
KY
3603
MD 345
NJ
5100
TX 52825
WA
281
Ffoenanthrene
AL 108
AL
3247
FL 2593
IA
191
IL 1767
KY
2119
KY 3484
KY
3514
KY 3603
KY
3701
MD 345
NJ
5100
TX 52825
WA
281
1,2,5,6-Dibenzanthracene
Indeno(1,2,3-ad)pyrene
Pyrene
AL 108
FL 2593
IL 1767
KY 3484
AL 3247
IA 191
KY 2119
KY 3514
Pyrene (Continued)
KY
3603
KY 3701
MD
345
NJ 5100
TX
52825
Tetrachloroethylene
AL
108
AL 3247
CA 29491
00 36897
FL 2593
IA 191
IL
1767
KY 2119
KY
3484
KY 3514
KY
3603
KY 3701
MD 345
MD 981
NE
60
NJ 787
NJ
4120
NJ 5100
PA
11100
SC 37826
TX
52825
Toluene
AL
108
AL 3247
CO
36897
FL 2593
FL
34690
IA 191
IL
1767
KY 2119
KY
3484
KY 3514
KY
3603
KY 3701
MD
345
NE 60
NJ
4120
NJ 5100
NY
345
NY 7048
SC
4286
TX 3531
TX
3948
TX 4227
TX
6271
TX 7021
TX
8761
TX 52825
WA
281
WV 116
WV
787
WV 5169
Trichloroethylene
AL
108
AL
3247
CA
29491
CO
36897
FL
2593
FL
34690
IA
191
IL
1767
IL
2267
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
MD
1155
MD
2411
NE
60
NE
1210
NJ
4120
9
-------
Priority Pollutant Index
87.
88.
Trichloroethylene (Continued)
NJ 5100 NY 1228
PA 11100 PA 11371
SC 2780 TX 5576
TX 52825 VIA 281
Vinyl Chloride
(Chloroethylene)
AL
108
AL
3247
FL 2593
FL
34690
IA
191
IL
1767
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MD
345
MD
2411
NJ
4286
NJ
4391
PA
8419
IN
442
TX
52825
89.
Aldrin
90.
Dieldrin
91.
Chlordane
92.
4,4' -EOT
93.
4,4'-DDE (p,p'-DDX)
94.
4,4'-DDD (p,p'-TDE)
95.
Endosulfan (not specified)
to
96.
95.
a-Endosulfan-Alpha
96.
b-Endosulfan-Beta
97.
Endosulfan Sulfate
98.
Erririn
99.
Endrin Aldehyde
100.
Heptachlor
101.
Heptachlor Epoxide
102.
to
105.
102.
103.
104.
105.
106.
to
112.
106.
107.
108.
109.
110.
111.
112.
113.
114.
Hexachlorocyclohexane
(not specified)
a-EHC-Alpha
b-EHC-Beta
r-BHC-Gainma (Lindane)
g-BHC-Delta
NY 574
PCB's (not
AR 1147
IL 33863
IA 3191
MD 4863
NJ 5240
OK 2429
TX 3573
specified)
IL 2267
IN 3573
IA 5851
MS 2925
NY 574
OK 34321
PCB-1242 (Arochlor 1242)
NY 1732 NY 7048
PCB-1254 (Arochlor 1254)
PCB-1221 (Arochlor 1221)
PCB-1232 (Arochlor 1232)
PCB-1248 (Arochlor 1248)
PCB-1260 (Arochlor 1260)
PCB-1016 (Arochlor 1016)
Toxaphene
MS 27995
Antimony, Total
IA 4464 MD 1261
MD 2429 MS 2232
NH 469
NJ 5240
OR 1708
NJ 4006
OR 60
PA 11371
10
-------
Priority Pollutant Index
114. Antimony, Total (Continued)
115.
116.
117.
118.
sc
40517
WA
299
WA
540
WA
680
WI
1309
WI
54500
WV
779
Arsenic, Total
CA
4111
CA
5134
CA
81787
FL
37923
ID
26468
LA
4464
MD
281
MD
1121
MT
26336
NJ
4006
NJ
5100
NJ
5240
NY
345
PA
5444
PA
11100
PA
11371
PR
21407
PR
23329
PR
23451
SC
3441
SC
40517
TX
7439
WY
32590
Asbestos
CA
4464
LA
54828
MA
103128
NY
574
Beryllium, Total
NJ 4006 NJ 5240
NY 574 PA 11100
PA 11371 WI 1309
WI 54500
118.
Cadmium, Total (also see
Cadmium, Dissolved, in
General Pollutant Index)
(Index) (Continued)
119.
MD
281
MD
1121
MD
1881
MT
26336
MS
671
NC
4260
NE
19
NE
647
NE
1210
NH
1341
NH
21148
NJ
4006
NJ
4286
NJ
5100
NJ
5240
NY
1228
OR
1589
PA
9202
PA
10987
PA
11100
PA
11371
PA
11894
PA
44920
ER
21407
WR
23329
PR
23451
SC
1473
SC
2780
SC
2798
SC
4286
SC
40517
IN
442
IN
1899
TX
55107
UT
531
VA
3697
VA
5215
WA
281
WA
25721
WI
1309
WI
2810
WI
54500
Chrcroium, Total
(also see
Quxraium, Dissolved, in
General Pollutant Index)
AK
841
AL
302
Cadmium, Total (also see
AL
108
AL
2666
Cadmium, Dissolved, in
AL
3247
AL
26328
General Pollutant Index)
AR
680
AR
1449
AK 35165
AK 38652
AR
36554
CA
5096
AK 43206
AL 54704
CA
5134
CA
6165
CA 5134
CA 6165
CA
55115
CA
81787
00 248
CO 591
CO
1121
CO
1147
CT 1457
GA 26735
CT
515
CT
1007
ID 167
ID 25259
CT
1457
CT
1708
ID 26468
IL 1350
DE
51
FL
1040
IL 1414
IL 1724
FL
2593
GA
124
IL 2356
IL 33863
GA
507
GA
1791
KY 3778
KY 73237
GA
2071
GA
3646
MA 1414
MA 3361
GA
3778
GA
4120
MD 1155
MD 1252
GA
4332
GA
24104
MD 1279
ME 1406
GA
26735
IA
191
11
-------
Priority Pollutant Index
Chrctnium, Total (also see
Qircmium, Dissolved, in
General Pollutant Index)
(Continued)
IA 3522
IL 1244
IL 1350
IL 1414
IL 1724
IL 1767
IL 1830
IL 2356
IL 4219
IL 33863
IN 108
IN
205
IN 639
IN
655
IN 1929
IN 2666
IN 45284
KY
1431
KY 2119
KY
3514
KY 3603
KY
3701
KY 3778
KY
73237
IA 892
IA 2771
IA 3115
IA 3824
IA 3905
IA
5479
IA 51942
IA 51993
IA 54828
MA
1414
MA 3077
MA 3361
MD 311
MD
981
MD 1155
MD
1252
MD 1261
MD
54321
ME 1406
ME
22985
M0 4782
MD
93521
MS 574
MS
671
MS 1970
MS
2232
MS 2925
MT
447
NC 3522
NC
4243
NC 4260
NC
4952
NC 23710
NC
24350
NC 58297
ND
248
NE 19
NE
60
NE 507
NE
647
NE 1210
NH
396
NH 1023
NH
1279
NH 1341
NH
21229
NJ 540
NJ
957
NJ 2640
NJ
2666
NJ 3166
NJ
3867
NJ 4286
NJ
5100
NJ 5240
NJ
29327
NY 1228
OH
493
119. Qirmium, Total (also see
Chrcroium, Dissolved, in
General Pollutant Index)
(Continued)
OH
523
OH
965
OH
5142
OH
6327
OR
1589
OR
1597
OR
30589
PA
8800
PA
9202
PA
10987
PA
11100
PA
11371
PA
12637
PA
44920
PR
21407
PR
23329
FR
23451
RI
1139
SC
1368
SC
1473
SC
1872
SC
2151
SC
2453
SC
2798
SC
2780
SC
3255
SC
3441
SC
4286
SC
24554
SC
40517
IN
264
IN
442
IN
1465
IN
1899
IN
2330
TN
2640
TX
2933
TX
3531
TX
3948
TX
6271
TX
7862
TX
9105
IX
52825
UT
507
UT
531
VA
2160
VA
3051
VA
3697
VA
4677
VA
5215
VA
5291
VIA
230
WA
281
WA
299
WA
2062
WI
1309
WI
54500
WI
43583
WV
779
WV
1261
WV
1805
WV
4266
WY
442
120. Copper, Total (also see
Copper, Dissolved, in
General Pollutant Index)
AK 35165 AK 38652
AK 43206 AL 108
AL 302 AL 2666
AL 3247 AL 29378
AL 54704 AR 1147
AR 1449 CA 4111
CA 5134 CA 6165
CA 81787 CO 248
12
-------
Priority Pollutant Index
120. Copper, Total (also see
Copper, Dissolved, in
General Pollutant Index)
(Continued)
CO
591
CO
1121
CO
32158
CD
35394
cr
1007
CT
1457
cr
1708
CT
2101
CT
2437
CT
3671
FL 2593
FL
37869
GA
26735
IA
191
ID
167
ID
26468
IL 744
IL
1350
IL
1414
IL
1724
IL
1767
IL
2356
IL
33863
IN
116
IN
655
IN
3573
KY
2119
KiT
3484
KY
3514
KY
3603
KY
3701
KY
3778
KY
3786
IA
761
LA
3191
IA
5851
IA 49492
IA
54828
ma
1414
MA
1554
MA
1571
MA
2151
MA
3077
MA
3361
MA
4600
MA
26646
MA
26735
MD
94
MD
311
MD
1155
MD
1252
MD
1261
MD
54321
ME
1406
ME
22985
MD
281
MD
1121
MD
1881
MD
4782
MS
167
MS
2925
MS
5671
MS
28358
MT
26336
NC
4260
NC
4952
ND
370
NE
19
NE
507
NE
647
NH
1023
NH
1341
NH
21148
NJ
540
NJ
2640
NJ
2666
NJ
3166
NJ
3867
NJ
4006
NJ
4120
NJ
4286
NJ
5240
120. Copper, Total (also see
Copper, Dissolved, in General
Pollutant Index) (Continued)
NJ
29327
NY 345
NY
1732
OH 523
OH
965
OH 5142
OH
9261
OR 1589
OR
1597
PA 5444
PA
9202
PA 9300
PA
10987
PA 11100
PA
11371
PA 11894
PA
44920
m 21407
HR
23329
FR 23451
RI
1139
SC 1473
SC
1872
SC 2780
SC
2798
SC 3255
SC
3441
SC 4286
SC
40517
TN 442
TN
1899
TN 2640
TX
86
TX 8907
TX
52825
UT 531
VA
3697
VA 4804
VA
5215
WA 281
WA
25721
WA 30899
VIA
37265
WI 1309
WI
2810
WI 43583
WI
54500
WY 3115
WY
32590
121. Cyanide, Total (also see
Cyanide, Amenable to
Chlorination, and Free
cyanide, in General
Pollutant Index)
AL
108
AL 302
AL
1597
AL 3247
AL
55239
AR 1449
CA
4111
CA 5134
CD
248
CO 591
CO
32158
CT 1708
CT
2437
CT 3671
FL
2593
GA 124
GA
507
GA. 1619
GA
26735
IA 191
IL
1350
IL 1414
IL
1724
IL 1767
IL
2861
IL 3140
13
-------
Priority Pollutant Index
121. Cyanide, Total (also see
Cyanide, Amenable to
Chlorination, and Free
Cyanide, in General
Pollutant Index)
(Continued)
IL 24074 IL 33863
IN 205 IN 655
IN 2861 KY 3484
KY 3603 KY 3514
KY 3603 KY 3701
KY 3778 KY 73237
LA 3905 LA 5487
LA 54828 MA 1414
MA 1554 MA 1571
MA 2151 MA 3361
MA 4600 MA 26646
MA 26735 MD 1155
MD 370 MD 93521
MT 26336 NE 19
NE 647 NE 701
NH 1341 NH 21148
NH 21229 NJ 3867
NJ 4286 NJ 4391
NJ 30406 NY 1732
OR 60 PA 8419
PA 10987 PA 11371
PA 44920 FR 21407
HI 23451 SC 1473
SC 1872 SC 2780
SC 2798 SC 4286
SD 299 IN 264
IN 442 IN 1473
TN 1899 TX 7439
TX 52825 TX 91855
UT 531 VA 2160
VA 5215 WA 281
VJA 299 WA 931
WI 1309 WI 54500
WV 779 WV 4586
WV 5533
122. Lead, Total (also see Lead,
Dissolved, in General
Pollutant Index)
AK 35165 AK 38652
AK 43206 AL 108
122. Lead, Total (also see Lead,
Dissolved, in General
Pollutant Index) (Continued)
AL 3247 AL 29378
AL 54704 AL 55239
AR 1449 CA 5134
CA 6165 CO 248
00 591 CO 35394
CT 1457 DE 51
FL 2593 FL 2771
FL 37923 GA 26735
IA 191 ID 167
ID 25259 ID 26468
IL 1350 IL 1414
IL 1724 IL 1767
IL 2691 IL 3794
IL 33863 IN 205
IN 655 IN 1929
IN 3573 KY 2119
Ki 3484 KY 3514
KY 3603 KY 3701
KY 3778 KY 3786
KY 73237 IA 4464
IA 54828 MA 1414
MA 1554 MA 4600
MA 26735 MD 1155
MD 1252 ME 1406
ME 22985 MD 281
MD 1121 MD 1881
MT 26336 NC 4260
NE 19 NE 507
NE 647 NE 1210
NE 26565 NH 1341
NH 21148 NJ 3166
NJ 4006 NJ 4120
NJ 4286 NJ 5240
NJ 30406 NY 1228
CM 493 OH 965
OH 3051 OH 5142
OK 1643 OR 1589
OR 1597 PA 5444
PA 9202 PA 10987
PA 11100 PA 11371
PA 11894 PA 44920
PR 21407 PR 23329
14
-------
Priority Pollutant Index
122.
Lead, Total (ailso see Lead,
Dissolved, in General
123.
124.
Pollutant Index)
(Continued)
PR
23451
SC
914
SC
1473
SC
1856
SC
1872
SC
2780
SC
2798
SC
4286
SC
40517
IN
442
IN
1473
IN
1899
IN
27715
TX
8761
TX
8907
TX
52825
ur
531
VA
4804
VA
5215
WA
281
WA
30899
VIA
37265
WI
1309
WI
2810
WI
54500
WV
23281
Mercury, Total
AK
43206
AK
35165
AK
38652
AL
213
CA
5134
CO
591
00
35394
FL
37869
ID
2167
ID
25259
ID
26468
IL
2691
IL
3140
KY
3484
KiT
3603
IA
761
IA
54828
ME
639
MD
1881
MT
26336
NJ
4006
NJ
4120
NJ
5100
NJ
5240
PA
5444
PR
21407
PR
23329
PR
23451
SC
40517
IN
2461
TN
27677
VA
5215
HA
281
WA
1091
WV
787
WV
4405
Nickel, Total
AL
108
AL
213
AL
2666
AL
3247
AL
54704
AR
1449
CA
5134
CT
1007
CT
1457
CT
2101
cr
3671
DE
51
FL
2593
GA
26735
124. Nickel, Total (Continued)
GA
3646
IA
191
IL
1414
IL
1767
IL
33863
IN
655
IN
1724
IN
1929
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
KY
3778
KY
73237
IA
761
IA
2771
IA
54828
MA
1414
MA
1554
MA
1571
MA
2151
MA
3361
,ma
4600
MA
26646
MA
26735
MD
311
MD
981
MD
1155
MD
1252
MD
2429
ME
1406
ME
22985
MS
671
NC
4260
NE
19
NE
507
NE
647
NE
1210
NH
1341
NH
21148
NJ
3867
NJ
4006
NJ
4120
NJ
4952
NJ
5100
NJ
5240
NJ
30400
OH
493
OH
965
OR
60
OR
1589
OR
1597
OR
1708
PA
5444
PA
9202
PA
10987
PA
11100
PA
11371
PA
44920
RI
1139
SC
1473
SC
1848
SC
1872
SC
2780
SC
3255
SC
4286
SC
40517
SC
24554
IN
1465
IN
1473
TN
1899
IN
27715
TX
8907
TX
52825
TX
77593
UT
531
VA
5215
WA
299
WA
540
WA
680
WA
931
WA
30899
WA
37265
WI
1309
WI
54500
WV
779
WV
2542
15
-------
Priority Pollutant Index
125. Selenium, Total
NJ
NJ
CA 134
KY 3603
3867
5100
NY 574
PA 11371
HI 23329
IN 2411
IN
MD
NJ
NJ
NY
PR
FR
TX
108
1279
4006
5240
7269
21407
23451
86
126. Silver, Total
AL
2666
CA 4111
CA
5134
CO 32158
cr
1708
CT 3437
FL
37869
GA 26735
IL
128
IL 1414
IL
1724
IN 655
KY
3778
KY 73237
MA
1414
MA 1554
MA
4600
MA 26646
MA
26735
MD 1155
ME
1406
MS 671
NC
4260
NE 19
NE
647
NE 1210
NH
1341
NJ 5240
NV
72061
OH 5142
PA
10987
PA 11100
PA
11371
PA 44920
FR
21407
PR 23451
SC
1473
SC 1872
SC
2780
SC 4286
IN
1473
IN 1899
UT
531
WI 1309
WI
54500
127. Thallium, Total
NJ 4006 NJ 5240
PA 11371 WI 3620
128. Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index)
AK 35165
AK 43206
AL 302
AL 3247
AL 54704
AK 38652
AL 108
AL 2666
AL 29378
AL 55239
128. Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index) (Continued)
AR 1449
CA 5096
CA 6165
00 591
00 32158
CT 515
CT 1457
CT 2101
CT 3671
FL 2593
FL 37923
GA 507
GA 4120
IA 191
ID 25259
IL 1414
IL 1767
IL 2691
IL 33863
IN 639
IN 3573
KY 2119
KY 3514
KY 3701
KY 3786
IA 60
IA 3280
IA 5479
MA 1414
MA 1571
MA 3361
MA 26735
MD 1252
MD 1279
ME 22985
MD 1121
M0 93521
MS 1970
MT 26336
NC 4952
NE 19
AR 4304
CA 5134
CO 248
CO 1121
CO 35394
CT 1007
CT 1708
CT 2437
FL 1040
FL 2771
GA 124
GA 2071
GA 26735
ID 167
ID 26468
IL 1724
IL 1830
IL 3794
IN 205
655
1431
3484
KY 3603
KY 3778
73237
892
IA 4464
IA 54828
MA 1554
MA 2151
MA 26646
1155
1261
1406
281
1881
671
2925
NC 4260
NC 58297
NE 60
IN
KY
KY
KY
IA
MD
MD
ME
MD
MD
MS
MS
16
-------
Priority Pollutant Index
128. Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index)
(Continued)
NE
NE
NH
NE
NE
NH
507
1210
469
NH 1341
NJ 540
NJ 2640
NJ 3867
NJ 4120
NJ 5100
NJ 29327
NM 28100
NY 574
NY 1732
OH 523
OH 3051
OK 1643
OR 1597
PA 10987
PA 11371
PA 44920
FR 23329
RE 1139
SC 1856
SC 2780
SC 3441
SC 24554
SC 40517
IN 264
IN 1899
TN 2640
IN 27715
IX 3948
TX 5576
TX 8761
TX 52825
TX 94498
VA 2160
VA 4677
VA 5291
WA 230
WA 2062
WA 30899
NJ
NJ
647
26565
1023
NH 21148
NJ 957
NJ 2666
NJ 4006
NJ 4952
5240
30406
NY 345
NY 1228
OH 493
OH 965
OH 5142
OR 1589
PA 9202
PA 11100
PA 11894
FR 21407
FR 23451
SC 1473
SC 1872
SC 3255
SC 4286
SC 37826
SD 299
IN 1473
IN 2411
IN 3425
TX 3531
TX 4839
TX 7021
TX 9105
TX 55107
UT 531
VA 3654
VA 5215
WA 281
WA 299
WA 25721
WI 1309
128.
Zinc, Total (also see Zinc,
Dissolved, in General
Pollutant Index)
(Continued)
WI 43583
WV 779
WV 1805
WV 23281
WY 32590
WI 54500
WV 787
WV 2542
WV 25950
129.
2,3,7,8-Tetrachlorodibenzo-
p-Dioxin (TCDD)
17
-------
-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
GENERAL POLLUTANT INDEX
- Part G -
Algaecides (also see Slimicides)
NJ 540
Aluminum, Dissolved
AL 2801 SD 299
Aluminum, Ionic
Aluminum, Total
AL
302
AR
582
CI
1007
FL
37869
GA
124
GA
507
IL
1724
KY
3786
MA
1414
MA
3077
MA
26735
MD
1155
MD
2429
ME
1406
ME
2861
ME
22985
MD
93521
NH
1023
NH
1341
NH
21229
NJ
5240
OH
965
OR
60
OR
1708
PA
5444
PA
9202
PA
11371
SC
2780
TO
264
WA
299
WA
540
WA
680
WA
931
WA
25721
WI
1309
WV
779
WV
2339
WV
5533
Ammonia Series
-Ammonia Nitrogen (NHo
as N)
AK
841
AL
1597
AL
3247
AL
3891
AL
55239
AR
36554
CA
5096
CA
5134
00
1147
00
32158
00
41351
00
41360
CT
515
FL
37923
GA
329
GA
2160
GA
2356
GA
4332
HI
3522
HI
21059
IA
2089
IA
3387
IA
3620
IL
1244
IL
1350
IL
1767
IL
1830
IL
2861
IL
3140
IL
3417
IL
4219
IL
24074
IN
108
IN
205
IN
329
IN
655
IN
2861
IN
3581
KY
1431
K£
3701
KY
64645
IA
914
LA
3115
IA
3280
IA
3441
IA
3522
IA
3689
IA
3824
IA
4464
IA
51942
IA
51993
IA
59846
MD
311
MD
1279
MD
3247
MD
370
MD
4782
MS
574
MS
1783
MS
1970
Ammonia Series
-Ammonia Nitrogen (NH 3 as N)
(Continued)
MS
2232
MS 26140
NC 3450
NC
4260
NC 24350
ND 248
NE
60
NH 396
NJ 540
NJ
4006
NJ 4391
NJ 4952
NJ
5100
NJ 5240
NJ 30406
NY
345
OH 965
OK 191
OK
1643
QR 1112
OR 1635
PA
8419
PA 8800
PA 9300
PA
10987
PA 12637
PA 44920
SC
302
SC 914
SC 1015
SC
1180
SC 1848
SC 1856
SC
1872
SC 3255
SC 3441
IN
442
TN 1899
TN 27715
TX 3531
TX 3948
TX 5576
TX
6271
TX 7439
TX 7862
TX
9105
TX 64912
TX 77593
UT
507
UT 531
VA 1660
VA 2160
VA 4677
WA 281
WA 37265
WI 2810
WI 3620
WI
54500
WV 787
WV 1805
WV
4626
WV 5533
WY 442
-Un-ionized Ammonia (NH3)
CA 5096 CA 5134 CA 29491
00 248 IL 1767 IL 3140
PA 8885 WA 230
Aniline
TX 2933
Barium (Ba)
AL 2666 CA 4111
NJ 5240 PA 11894
ER 23329
Base-Neutral Organics
Benefin (pesticide)
IN 2861
Benz isothiazole
NJ 5100
m 21407
1
-------
General Pollutant Index
Benzo (a) anthrazene
KY 2119 KY 3484 KY 3514
KY 3603 KY 3701
Benzo (k) fluoranthene
KY 2119 KY 3484 KY 3701
Betasan (pesticide)
AL 1970
B0Du (Ultimate BOD, vised in
wasteload allocations)
MS 2941
B0D5, Biochemical Oxygen Demand,
5-Day
NOTE BOD 5 is regulated
in roost permits. Only those
permits in the Abstract File not
regulating BOD 5 separately and
BOD 5 and TSS together are listed
below. Also see TSS for those
permits not regulating TSS alone.
-BOD t- (not
AK 396
AK 35165
AL 213
AL 26328
AR 1147
CA 4111
00 35394
CT 1457
FL 37338
GA 3646
ID 809
IL 1724
IN 655
KY 2780
IA 3280
IA 4464
MA 1414
MA 3077
MA 22225
MD 981
MD 1261
ME 639
MD 370
MS 2020
MS 28258
regulated)
AK 1015
AK 38652
AL 2666
AL 46370
AR 1449
CO 248
CT 515
CT 2101
FL 37923
HI 191
ID 892
IL 2691
IN 1929
KY 73237
IA 3441
IA 41718
MA 1554
MA 4600
MA 26646
MD 1155
MD 1279
ME 22985
MD 2411
MS 2232
AK 26662
AK 43206
AL 3891
AR 582
AZ 22144
00 591
CT 1007
CT 2437
GA 124
IA 3522
ID 26468
IN 205
IN 54267
2771
3606
MA 442
MA 2151
MA 103128
MA 26735
MD 1252
MD 54321
281
671
2925
IA
IA
MD
MS
MS
MT 26336 ND 507
-BOD5 (not regulated) (Continued)
NE
19
NE
507
NE
647
NE
1210
NH
21148
NH
21172
NJ
540
NJ
2640
NJ
3166
NJ
5746
NJ
29327
NJ
30406
NY
345
OH
493
OH
5142
OK
1643
OR
1112
OR
1597
PA
5444
PA
9202
RI
21610
SC
1856
SC
24554
SC
40517
IN
264
IN
1473
TN
1619
IN
3425
UJ
29378
TX
8907
TX
94498
OT
531
VA
4804
VA
5215
VA
5291
WA
931
WA
2062
WA
25721
WA
30899
WA
37265
WI
1309
WI
43583
WI
54500
WV
116
WV
2542
WV
23281
WY
25950
-BOD5 and TSS (not regulated)
CA 29491 CA 55115 CA 81787
FL 34690
MD 2363
NC 7285
OR 1635
WY 32590
IA 59901
MD 4782
NC 68004
PA 11371
MD 311
MO 4863
NE 60
VA 5291
-BOEkj (without nitrification
suppression)
Boron (B)
ND 370 FR 21407 ER 23329
Bromide
AL 2666
Bromoform
KY 3603
Cadmium, Dissolved (also see
Cadmium, Total, in Priority
Pollutant Index)
MD 1279
Captan (pesticide)
Carbon, Dissolved Organic
NJ 5100
2
-------
General Pollutant Index
Carbon, Total
PA 12637
Carbonfuron
NY 345
Chlordane
Chloride
AL 26238
IN 329
FR 21407
TX 9105
AR 680
KY 3484
ER 23451
WV 4405
IL 1350
ND 370
SC 2798
WV 5533
Chlorinated Petroleum
Chlorine (also see TOD and FAD)
-Total Residual
Chlorine
AK
37303
AL
2801
AR 1147
CA
4111
CA
5096
CO 1121
00
33537
CT
1708
CT 3671
FL
1040
FL
2488
FL 37869
GA
4120
IA
3611
IL 1414
IL
1830
IL
3115
IL 3417
IL
24074
IN
108
IN 116
IN
2861
IN
2887
IN 3581
IN
45284
KY
1431
KY 2119
KY
3484
IA
761
LA 3191
IA
5487
IA
49492
IA 59846
MD
94
MD
311
MD 1155
MD
2658
MD
3247
MD 54321
ME
639
MD
4782
MS 574
MS
1775
MS
1783
MS 1970
MS
2232
MS
2925
MS 3212
MS
28258
MS
31704
NC 4260
ND
370
NE
507
NJ 2666
NJ
4308
NY
1732
OH 493
OH
523
OH
9261
OK 2429
OR
141
OR
1112
OR 1597
OR
30929
PA
10987
PR 21407
PR
23329
PR
23451
SC 302
SC
914
SC
1490
SC 1848
SC
4286
SC
33022
SC 37770
SC
38148
SC
38555
SC 26506
TN
1465
TN
1899
TX 86
TX
3573
TX
8907
VA 1015
Chlorine (also see IRQ and FAD)
-Total Residual Chlorine (Continued)
VA 1295
VA 5291
VA 26557
WA 540
VIA 2062
WV 5169
VA 3697
VA 5312
WA 78
WA 680
WA 37265
WY 3115
VA 4677
VA 50822
WA 299
WA 1040
WV 4405
-Free Available Chlorine
AR 1147
IN 116
MD 54321
NC 58297
TX 86
WA 2062
CT 515
IN 2887
MS 2925
OR 30589
TX 9105
WI 43583
GA 4120
IA 3191
MS 28258
FR 23329
VA 1015
Chi orabenzotri fluoride
2-Chloroethylvinyl Ether
KY 3603
Chlorodibrcmoethane
KY 3603
Chloroform
AL 3247
CT
1708
IL 3417
KY 3603
MD
345
MD 1155
NJ 5100
PA
2593
PA 8885
m 23451
SC
42188
WV 4405
Chlorothene
Chlorotoluene
Chromium, Hexavalent, CR+6 (also
see Chromium, Toted, in Priority
Pollutant Index)
AK
841
AR
1449
CA
5096
CA
5134
CA
81787
00
1147
00
32158
CT
515
CT
1007
CT
1457
CT
1708
GA
124
GA
4332
IL
1244
IL
1724
IL
1830
IL
2861
IL
3794
IL
4219
IL
33863
IN
108
IN
639
IN
655
IN
1929
IN
45284
IA
3115
IA
3522
3
-------
General Pollutant Index
Chrarnium, Hexavelent, CR+ 6 (also
see C3mamium, Total, in Priority
(Continued)
IA
51942
IA
51993
MA
1571
MA
3077
MD
981
MD
1155
MD
1252
ME
1406
ME
22985
MS
671
MT
447
NC
24350
ND
248
NE
507
NE
647
NH
1023
NH
1341
NJ
4006
NT
4120
NT
4308
NT
4391
NJ
5100
NT
5240
OH
965
OR
30589
PA
11371
PA
12637
FR
23329
PR
23451
TX
7862
UT
507
UT
531
VA
5215
WI
54500
WV
1805
WV
4405
WV
5533
WY
442
Cimkool "oo" Tris (Hydroxymethyl
Nitromethane)
Cobalt (Oo)
AL 2666
UT 531
CI 1457
MD 311
COD,
AK
AL
CA
CA
GA
GA
GA
IL
IN
LA
LA
LA
LA
LA
MD
MS
MT
NC
NC
NE
NJ
NJ
Chemical Oxygen Demand
841 AL 1597 AL 1970
AR 36554 AR 37770
CA 5096 CA 6165
00 1147 FL 37869
GA 1619 GA 1791
GA 3778 GA 4332
IA 191 IL 1244
IL 4219 IL 34622
IN 1414 IN 2861
IA 841 IA 868
IA 914 IA 3115
IA 3522 IA 3689
IA 5479 IA 51942
IA 54828 IA 59901
MD 2411 MD 4782
MS 1970 MS 27995
NC 892 NC 3450
NC 4243 NC 4952
NC 24350 ND 248
NH 1279 NH 21148
NJ 2666 NT 3166
NJ 4286 NJ 4308
22144
4111
55115
329
2160
24104
2861
108
60
892
3280
3824
51993
345
1775
477
3522
23710
701
540
4006
COD, Chemical Oxygen Demand
(Continued)
NJ 4391 NJ 4952 NJ 5240
NJ 5746 NJ 29327 NJ 30406
NM 28100 NV 345 OK 1031
OK 1643 PA 8419 PA 10987
PA 12637 PR 21407 PR 23451
SC 302 SC 1368 SC 1490
SC 2151 SC 2453 SC 2798
SC 3255 SC 3441 SD 299
IN 2330 IN 3425 TX 2933
IX 3531 TX 3654 TX 3948
TX 4839 TX 5576 TX 7021
TX 7862 IX 9105 TX 52825
TX 55107 TX 91855 TX 94498
UT 507 VA 1295 VA 3051
VA 4677 WA 230 WA 25721
WV 787 WV 1261 WV 4405
WV 4626 WY 442 WY 25950
Coliform Bacteria
-Fecal Coliform
AK 37303
OO 1121
00 41360
IA 2089
IL 744
IL 2691
IL 24074
IN 2666
IN 45284
IA 49492
MD 2429
ME 2216
MS 1783
MS 26140
NC 3450
NC 6548
NE 701
NT 4286
NJ 4952
NM 28100
OH 523
OR 141
OR 2542
m 21407
AL 302
00 33537
FL 2593
ID 1180
IL 1384
IL 3115
IL 34622
IN 2887
KY 3778
IA 54828
MD 2658
MD 1121
MS 3212
MS 28258
NC 4260
ND 370
NT 2666
NJ 4308
NT 5100
NY 345
OH 9261
OR 1074
PA 8419
FR 23451
AL 22314
00 41351
GA 1719
ID 25259
IL 1414
IL 3417
IN 108
IN 3581
IA 60
MD 311
MD
MS
MS
3247
1775
31704
MT 248
NC 4952
ND 24368
NT 3867
NJ 4391
NT 5240
NY 1732
OR 60
OR 1708
PA 9300
SC 302
4
-------
General Pollutant Index
Ooliform Bacteria
-Free cyanide
-Fecal Ooliform (Continued)
AK 43206 AL 3247 CO
32158
SC 1015
SC 1180
SC
1333
CR 1589 PR 1708 PA
8419
SC 1368
SC 1490
SC
1848
SC 2151
SC 2453
SC
3255
-Oxidizable cyanide
SC 3441
SC 4286
SC
26506
NJ 3867
SC 33022
SC 37770
SC
38121
SC 38148
SC 38555
SC
42188
-Weak Acid Dissociable
SD 299
TN 442
IN
1465
ID 26468
TN 1899
IN 2330
IN
2461
TX 55107
VA 3654
VA
3697
Cyclohexanone
VA 50822
WA 78
WA
299
00 36897
WA 540
WA 680
WA
1040
WA 21954
WV 5533
WY
3115
Dacanil idacthal
TX 7439
-Toted Ooliform
CA 5096
FR 21407
PR
23329
Dichlorane Plus (pesticide]
FR 23451
WV 4626
WV
5169
DicMorcbrcmcmethane
Color
KY 3603 NJ 4952 PA
11371
NJ 4286
NJ 4391
NJ
4952
NJ 5100
NJ 5240
NJ
30406
2,4-Dichlorc^ienoxyacetic
MT 35
PA 8885
FR
21407
Acid (2,4-D) (pesticide)
FR 23329
FR 23451
SC
1015
IA 54828
SC 38121
SC 42188
VA
1295
WI 2810
WV 787
WV
5169
Dichlorotrifluoroethane
CO 36897
Columbium (nicbium)
OK 1643
1,3-Dichloropropylene
KY 2119 KY 3484 KY
3603
Conductivity
KY 3701
Copper, Dissolved (also see
Copper, Total, in Priority
Pollutant Index)
Cyanide (not Priority Pollutant
No. 121, Total Cyanide)
-Cyanide Amenable to Chlorination
AR 1449 CT 1457 CT 2437
GA 26735 MA 1554 MA 2151
MA 4600 MA 26646 MA 26735
NC 4260 NE 507 PA 11100
PA 11371 TX 77593 VA 5215
WI 1309 WV 5533
2,2 -Dibrcno-3 -N itrilopropionamide
(biocide)
Difoltan (pesticide)
CA 506
Dinitrobutylphenol, ENPB
(pesticide)
MS 27995
Dissolved Solids (See also IDS)
IL 1350 MS 28258
5
-------
General Pollutant Index
DO, Dissolved Oxygen
monitoring of flow; the following
have limitations on the volume of
flow.)
AK 396 AK 680 AK 23248
AK 38652 AK 43206 AR 1147
Flew (Most permits require
AK 37303
AL
841
AL
3115
monitoring of flew; the following
AL 22314
AL
55239
AZ
22144
have limitations on the
volume of
CA 4111
CA
5096
CA
5134
flew.
) (Continued)
CA 55115
OO
1147
GA
507
CA
4111
CA
55115
CA
81787
GA 24104
ID
1180
KY
64645
CO
33537
00
41351
CO
41360
MD 1155
MD
3247
MS
574
DE
51
FL
37869
IA
191
MS 671
MS
1775
MS
1783
IA
3611
ID
892
ID
1180
MS 1970
MS
3212
MS
26140
IA
3191
IA
5851
MA
442
NC 3450
NC
4243
NJ
2666
MA
3361
MA
4600
ME
639
NJ 30406
OH
965
PA
8800
ME
1406
ME
2216
MS
1775
FR 21407
FR
23329
FR
23451
MS
28258
NC
4260
NC
4243
SC 1473
SC
1490
SC
1848
NC
7285
NC
23710
NC
24350
SC 1856
SC
1830
SC
1872
NC
35661
NC
72648
ND
24368
SC 2453
SC
2780
SC
3255
NH
1023
NH
1279
NH
1325
SC 33022
SC
37770
SC
38121
NH
1341
NH
21148
NH
21172
SC 38148
SC
38555
SC
42188
NH
21229
NJ
4952
OR
515
*IN 442
TN
1457
IN
1465
OR
1597
OR
1635
OR
2542
TN 1899
IN
2640
VA
2160
OR
30929
FR
23451
RI
1139
VA 50822
WA
621
WI
2810
RI
21539
RI
21610
SC
302
WV 1261
SC
1180
SC
38121
SD
299
TX
86
TX
3573
TX
9105
Dithiocartoonmates
WA
230
WA
281
WA
825
NY 345
WA
2062
WA
21954
WA
30899
Dyfonate (pesticide)
Fluoride
AL 1970
AL
2666
AR
1449
00
248
CT
515
CT
1457
CT
3671
Ethylfluralin (pesticide)
FL
37338
IL
3140
IN
45284
IN 2861
Ki
3603
MA
1414
MD
1252
MD
2429
NE
507
NJ
3166
Ethylene Dibramide (EDB)
NJ
5100
NY
1228
OK
191
TX 8761
OK
1643
OR
60
OR
1112
OR
1589
OR
1708
OR
30589
Ethylbenzene
OR
30929
PA
11100
PA
11371
IL 1350
FR
21407
FR
23329
RI
1180
SC
1848
SC
2780
TX
55107
FA0, Free Available Oxidants
VA
3697
WA
299
WA
540
(seawater equivalent to Free
WA
680
WA
931
WI
54500
Available Chlorine)
WV
779
WV
2542
WV
5533
FL 37869
Formaldehyde
Flow (Most permits require
IN
655
KY
3701
OR
202185'
FSOD, First Stage Oxygen Demand
NJ 5100 NJ 5240 PA 12637
6
-------
General Pollutant Index
Hell ides, Total Organic
Iron, Total
AR 680
AL 302
AL 2801
AL 26328
AL 46370
AR 582
AR 1147
Hardness as CaOO
AR 1449
CA 4111
CA 6165
K£ 2119 KY 3514
KY 3603
CO 248
CT
515
CT 1007
KY 3701 WA 25721
WI 1309
CT 1457
CT
2101
DE 51
WI 54500
FL 1040
FL 2771
FL 37869
IA 3611
ID 25259
IL 3140
Heat Discharged
IL 1414
IL 1724
IL 1830
ID 1163 IN 108
IN 2887
IL 2356
IL 2691
IL 3794
MD 2658 OH 9261
OR 515
IN 116
IN
2887
IN 45289
OR 2021857
IN 54267
KY
3786
KY 73237
IA 3191
IA 5851
MA 1571
Herbicides (also see Pesticides)
MA 3361
MA 26646
MA 26735
-Total Registered
MD 1155
MD
1261
MD 55182
MD 54321
MS
2232
MS 2925
Hexamethylbenzene
MS 28258
ND
370
NH 1341
NH 21229
NJ
5100
OH 493
HMX (explosive)
OH 965
OH
5142
OH 9261
PA 5444
PA
10987
FR 21407
Hydrazine (H N-NH )
PR 23329
IN
2640
IX 86
CA 4111
UT 531
WI 43583
WI
WY
1309
3115
WI 2810
Hydrogen Sulfide, Unionized
IN 1457
Isoprcpalin
IN 2861
Hydrocarbons
-Aromatic
AK 396 AK 23248
MA 22225
CA 5134
-Chlorinated, Total (also see TTO)
LA 761 TX 8907
-Halogenated
NJ 29327
-Petroleum
MD 2658
NJ 5746
-Total
AK 396
NJ 2666 NJ 4391
AK 23248
Iron, Soluble
GA 3646
Kathon 886 MW
Lead, Dissolved (also see Lead,
Total, in Priority Pollutant
Index)
Lead, Soluble
Manganese (Mi)
AL 2666
00 248
IL 3140
MS 2232
IN 2640
AL 26328
00 35394
MD 55182
PA 5444
IN 27715
AL 46370
IL 2691
ME 1406
PA 10987
WA 25721
MBAS, Methylene Blue Active
Substances (detergents)
IL 2453 HI 21407 VA 5215
Metals, Rare Earth
AL 2666
7
-------
General Pollutant Index
Methoxychlor (pesticide)
Oil and Grease (also see Ether
Solubles) (Continued)
Methyl Ethyl Ketone (MEK)
AL
108
AL
302
AL
680
AL 302
CD 36897
AL
841
AL
3247
AL
29378
AL
3891
AL
55239
AR
1147
Methyl Isobutyl Ketone
(MIBK)
AR
1449
AR
36554
CA
4839
OR 1112
CA
5134
CA
6165
CA
5096
CA
55115
CA
57177
00
248
Mirex (pesticide)
00
591
CO
1121
00
1147
00
32158
00
33537
00
35394
Molybdenum (Mo)
00
36897
CT
515
FL
2488
AL 2666
00 248
MD
311
FL
37869
GA
124
GA
329
NJ 5240
OR 1112
GA
507
GA
4120
GA
4332
GA
26735
IA
2089
IA
3387
Nitrate -
Nitrogen (NO3 as
N)
IA
3522
IA
3611
ID
957
AL 3891
CA 4111
GA
2356
IL
1244
IL
1384
IL
1414
MS 27995 NE 60
NJ
5100
IL
1724
IL
1830
IL
2356
OK 191
OK 1643
FR
23451
IL
2453
IL
2691
IL
3115
VA 4677
WA 25721
WI
2810
IL
3140
IL
3794
IL
4219
WV 5533
IL
24074
IL
33863
IN
108
IN
116
IN
205
IN
329
Nitrite -
Nitrogen (NO2
as
N)
IN
639
IN
655
IN
1414
HI 21059
IA 3387
IA
3522
IN
1929
IN
2666
IN
2861
MS 574
NJ 5100
OH
965
IN
2887
IN
3573
KY
2780
PR 21407
FR 23329
FR
23451
KY
3484
KY
3514
KY
3603
WI 2810
KY
3701
KY
3786
KY
73237
IA
60
IA
841
IA
868
Nitrogen,
Total
IA
914
IA
2771
IA
3115
AL 2666
CA 4111
FL
2488
IA
3191
IA
3280
IA
3441
FL 2593
GA 2071
GA
2160
IA
3522
IA
3689
IA
3824
NC 4952
TN 2640
SC
38121
IA
3905
IA
4464
IA
4740
IA
5291
IA
5479
IA
5487
Nitrogen,
Total Organic
(TON)
IA
5851
IA
41718
LA
49492
AL 3891
GA 2160
IA
3522
IA
51942
IA
51993
IA
54828
IA 3441
MS 574
NE
60
IA
59846
IA
59901
MA
2151
NJ 5100
OR 1635
MA
3077
MA
3361
MA
22225
MA
26735
MA
103128
MD
94
Nitronetacrusol
MD
345
MD
981
MD
1155
IN 29378
MD
2429
MD
2658
MD
3247
MD
54321
ME
1406
ME
22985
Noool
MD
370
MD
2411
MD
4782
MD
93521
MS
671
MS
1783
Oil and Grease (also sec
; Ether
MS
2925
MS
26140
MS
28258
Solubles)
MT
477
MT
26336
NC
1161
AK 396
AK 841
AK 1015
NC
4260
NC
4952
NC
6548
AK 23248
AK 26662
AK 37303
NC
24350
NC
42501
NC
51161
NC
58297
NC
72648
ND
248
8
-------
General Pollutant Index
Oil and Grease (adso see Ether
Solubles) (Continued)
ND 370 NE 701 NE 1210
NH 396 NH 469 NH 1023
NH 1279 NH 1325 NH 1341
NH 21148 NH 21229 NJ 540
NJ 787 NJ 957 NJ 2640
NJ 2666 NJ 3166 NJ 4120
NJ 4286 NJ 5100 NJ 5240
NJ 5746 NJ 29327 NJ 30406
NY 1732 OH 965 OH 3051
OH 5142 OH 9261 OK 191
OK 1031 OK 2429 OK 34321
OR 60 OR 1112 OR 1635
OR 1708 OR 2021857 PA 8800
PA 9202 PA 9300 PA 10987
PA 11100 PA 11371 PA 12637
PA 44920 PR 23329 PR 23451
RI 1180 RI 21539 RI 21610
SC 1015 SC 1180 SC 1333
SC 1368 SC 1473 SC 1830
SC 1848 SC 1872 SC 2151
SC 2780 SC 2798 SC 3255
SC 4286 SC 24554 SC 33022
SC 37826 SC 38555 IN 264
IN 1473 IN 1899 TN 27677
IN 27715 TX 86 TX 3531
TX 3573 TX 3654 TX 3948
TX 4227 TX 6271 TX 7021
TX 7862 TX 8907 TX 9105
TX 52825 TX 55107 TX 64912
TX 77593 UT 507 UT 531
VA 1015 VA 1660 VA 2160
VA 3697 VA 4677 VA 4804
VA 5215 VA 5291 WA 78
VIA 230 WA 281 WA 299
WA 540 WA 931 WA 2062
WA 21954 WA 30899 WI 1309
WI 2810 WI 43583 WI 54500
WV 116 WV 779 WV 1805
WV 23281 WY 442 WY 3115
WY 25950
-503 B. Partition - IF MEIHOD
NE 507 NE 647 NE 26565
-Araratic Oil and Grease
AK 23248
Orthene (pesticide)
P-Chloro-M-Cresol
WI 2810
Palladium (M)
AL 2666
Paraquat (herbicide)
Ferctilorate (CIO /)
CA 4111
Pesticides (other than Priority
Pollutants, also see Herbicides
and Dyfcnate, Trithion, Betasan,
Orthene, Paraquat, Cap tan,
Trifluralin, Dinitrobulylphenol,
2,2-Dibrcmo-3-Nitriloprcpicranide,
Carbaryl, and Methaxychlor
-Active Pesticides
-Organic Pesticide Chemicals
-Total Pesticides
AL 1597 CA 5134
-Total Chlorinated Pesticides
pH
Note
pH is regulated in all
permits
Phenols, Total (Fhenolics, etc.,
not Priority Pollutant No. 65,
Fhenol)
AK 841 AL 29378 AL 54704
AL 55239 CA 5096 CA 5134
CA 55115 CA 57177 00 1147
00 32158 GA 1791 GA 3778
GA 4332 GA 24104 IA 191
IL 1244 IL 2861 IL 4219
IL 34662 IN 108 IN 205
9
-------
General Pollutant Index
Fhenols, Total (Rienolics,
not Priority Pollutant No.
Phenol) (Continued)
IN
3573
KY
2119
KY
IA
3115
IA
3522
IA
IA
51993
MD
370
MS
MT
477
NC
892
NC
NC
3522
NC
4243
NC
NC
24350
NC
42501
NC
ND
248
NE
507
NH
NH
1279
NJ
5100
NY
OR
2021857
PA
11100
PA
PA
44920
PR
21407
m
SC
1180
SC
1368
SC
SC
2151
SC
2453
SC
SC
3441
SC
37826
TO
TO
2640
TX
7862
TX
UT
507
VA
3051
VA
WA
281
WI
1309
WY
etc.,
65,
3701
51942
2232
3450
23710
51161
469
345
11371
23451
1830
3255
1457
91855
4677
442
Ihenoxyaoetic Acid
AR 37770
Phosphorus, Elemental
Hiosphorus, Soluble
PA 9202
Fhosphorus,
Phosphates,
etc.)
AL 2666
00 248
FL 37338
HI 21059
IL 33863
MS 2925
CH 3051
PA 8800
m 23329
TN 2640
Platinum (Pt)
AL 2666
Radioactivity
Total (also includes
Orthophosphates,
AR
1449
CA
4839
FL
2488
FL
2593
FL
37869
GA
507
IL
1384
IL
24074
IN
27
KY
3603
NJ
2666
NJ
5100
OH
5142
OR
30589
PA
10987
PR
21407
PR
23451
SC
38121
TX
55107
VA
3433
Radium 226
-Dissolved
AZ 22144
VIA 25721
-Total
AZ 22144
OR 1112
WY 25950
NM 28100
WY 25950
NM 28100
TX 94498
TX 94498
OK 191
WA 25721
RDX, Cyclonite (explosive)
Salinity (also see TDS and
Specific Conductance)
00 35394
Settleable
AL 46370
CA 5134
ID 892
MA 442
NC 42501
NH 1325
m 23451
TO 2640
Solids
CA 4464
CA 57177
ID 957
MA 3361
NC 51161
NY 7269
TO 442
CA 5096
ID 809
IN 54267
MD 55182
NC 72648
FR 21407
TO 1899
Silver, Dissolved
SD 299
Silvex (2,4,5-TrichloropherKaxy-
propionic acid)
IA 54828
Slimicides (ailso see Algaecides)
-Betz 508
Sodium
ND 370
WA 25721
Specific Conductance (also see
TDS and Salinity)
Styrene
10
-------
General Pollutant Index
Sulfate (S04)
00 248
IN
329
IN
1414
IN 2887
MD
281
MD
370
ND 370
NJ
2640
OK
1643
PR 21407
PR
23329
TN
27715
TX 9105
WA
25721
WV
787
Sulfide
-Total
AK 841
CA
5096
CA
5134
00 1147
GA
1791
GA
4332
GA 3778
GA
24104
IL
1244
IL 2861
IL
4219
IN
108
IN 2861
IA
3115
IA
3522
IA 51942
IA
51993
MT
477
NC 3450
NC
3522
NC
4243
NC 23710
NC
24350
ND
248
NH 1279
PA
12637
ER
21407
PR 23329
SC
1368
SC
1490
SC 2151
SC
2453
SC
3255
TN 1457
TN
2330
TX
6271
TX 7862
TX
52825
UT
507
VA 1295
VA
3051
VA
4677
WA 230
WV
1261
WV
1805
WV 4626
WY
442
-Dissolved
CA 5096
CA
5134
Sulfite
Surfactants
NJ 787
NJ
5100
PR
23451
RI 1139
SC
37826
IN
1899
Tantalum (Ta)
OK 1643
TDS, Total Dissolved Solids (also
see Salinity and Specific
Conductance)
AZ 22144 CA 4111 CA 81787
00 35394 IL 1350 IN 329
NJ 4006 NJ 4286 NJ 4391
NJ 4952 NJ 5240 OH 493
OH 523 OR 30929 PA 11100
PA 11371 WR 21407 H* 23329
TDS, Total Dissolved Solids (also
see Salinity and Specific
Conductance) (Continued)
ER 23451 SC 40517 TN 1619
TN 2461 TN 2640 TX 9105
WI 2810
Tellurium (Te)
Tenperature
AL 213
AL 3891
AR 1147
CA 4464
CA 81787
00 41351
CT 1007
CT 2101
FL 2488
HI 281
IA 3611
IL 1350
IL 2267
IL 2861
IL 3794
KY 1431
K£ 3514
K£ 64645
IA 3441
IA 4740
XA 49492
MA 1414
MD 94
MD 1279
ME 1406
MD 281
MD 4782
MS 671
MS 1970
MS 2925
MS 28258
NC 3450
NC 58297
NE 19
NH 1279
NH 21148
NJ 787
NJ 2666
AL 2801
AL 22144
AR 1449
CA 55115
00 248
00 41360
CT 1457
DE 51
FL 2593
IA 191
IA 362
IL 1384
IL 2356
IL 3115
IL 33863
KiT 2119
KY 3603
IA 914
IA 3824
IA 5482
IA 51942
MA 1554
MD 981
MD 2658
ME 2216
MD 1121
191
1775
MS 2020
16 3042
MT 35
NC 4952
NC 68004
NE 647
NH 1325
NH 21229
NJ 957
NJ 3166
MS
MS
AL 3115
AR 680
CA 4111
CA 57177
00 1121
CT 515
CT 1708
FL 1040
FL 37869
IA 3387
IL 744
IL 1830
IL 2691
IL 3417
IN 2887
KY 3484
KY 3701
LA 3191
IA 3905
IA 5851
MA 442
MA 26735
MD 1252
ME 639
ME 22985
MD 1881
MS 574
MS 1783
MS 2232
MS 27995
MT 248
NC 35661
ND 24368
NH 1023
NH 1341
NJ 540
NJ 2640
NJ 3867
11
-------
General Pollutant Index
Temperature (Continued)
NJ
4006
NJ
4120
NJ
4286
NJ
4308
NJ
4391
NJ
5100
NJ
5240
NJ
5746
NJ
29327
NY
345
NY
1228
NY
1732
NY
7048
NY
7269
OH
9261
OK
2429
OR
515
OR
1635
OR
2402
OR
2542
OR
30589
PA
8419
PA
8885
PA
11100
PA
11371
PA
12637
FR
21407
FR
23329
FR
23451
RI
1139
SC
302
SC
1333
SC
1473
SC
1490
SC
1830
SC
1856
SC
1872
SC
2151
SC
2453
SC
2780
SC
2798
SC
4286
SC
24554
SC
38555
SC
40517
IN
1899
IN
2330
IN
2461
IN
2640
IN
27715
IX
86
TX
3573
TX
3654
TX
6271
TX
8761
TX
8907
TX
9105
TX
52825
TX
64912
TX
77593
VA
1015
VA
2160
VA
3433
VA
3654
VA
4677
VA
4804
VA
5215
VA
5312
WA
230
WA
281
WA
680
WA
1091
MA
2062
WA
3000
WA
30899
VIA
37265
WI
2798
WI
3620
WI
37991
WV
116
WV
2542
WV
4405
WY
3115
Tetrahydrofuran (THF)
00 36897
Tetramethylbenzene
C30 36897
Ihiocarbamates
AL 1970
Ihiocyanate
OR 1112
Tin (Sn)
AR 1449
CT
1007
CT
1457
CT 2101
MA
1414
MA
3361
MA 4600
PA
11100
PA
44920
Titanium (Ti)
NJ 5240 OR 1112 PA 5444
TKN, Total Kjeldahl Nitrogen
AL 841 GA 1619 HI 2105
MD 3247 NY 7048 TX 7021
WV 868 WV 4405
TNT, Trinitrotoluene (explosive)
T0C, Total Organic Carton
AL
108
AK
23248
AR
680
AR
36554
AR
37770
CA
4464
CA
5096
CA
5134
IL
2861
IN
108
IA
761
IA
841
LA
892
LA
2771
IA
3115
LA
3280
IA
3522
IA
3824
LA
5291
IA
5479
IA
51942
LA
51993
IA
54828
NJ
957
NJ
2640
NJ
3166
NJ
4120
NJ
4391
NJ
5240
OK
34321
SC
40517
TX
3654
TX
3948
IX
4227
TX
6271
TX
7439
TX
8761
TX
8907
TX
52825
TX
64912
TX
77593
VA
5291
VA
5312
WV
787
WV
868
WV 5169
TOD, Total Oxygen Demand (also see
K>DU>
Total Dissolved Solids (see TDS)
Total Nitrogen (see Nitrogen,
Total)
Total Organic Halides (see
Hal ides, Total Organic)
Total Organic Nitrogen (see
Nitrogen, Total Organic)
Total Purgeable Araratics (see TPA)
Total Solids (Total Residue)
Toxic Concentration (Bioassay)
CA 4464 CA 29491 CA 81787
12
-------
General Pollutant Index
Toxic Concentration (Bioassay)
(Continued)
FL
2771
KY
2119
KY
3484
KY
3514
KY
3603
KY
3701
MS
671
MS
2232
NC
3522
NC
4243
NC
4260
NC
6548
NC
23710
NC
24350
NC
72648
NH
21172
NJ
2666
NJ
4006
NJ
30406
CH
965
OR
1112
SC
302
SC
1180
SC
37826
WA
78
TPA
AR 37770
2,4, 5-Tricdilorophenoxy-prapianic acid
(see silvex)
1,1,1-Trichloro-l, 2,2-Trif luroethane
00 36897
Trichlorofluoronethane
KY 3603
Trifluralin (pesticide)
IN 2861
Trimethylbenzene
CO 36897
1,2-Trans Dichloroethylene
KY 2119 KY 3484 KY 3701
TOD, Total Residual Oxidants
(seawater equivalent to Total
Residual Chlorine)
FL 37869 IA 892 PR 23329
TN 2461
TSS, Total Suspended Solids
Note TSS is regulated in most
permits. Only those permits in
the Abstract File not regulating
TSS are listed below. Also see
BOD 5 for those permits not
regulating BOD 5 separately and
B0D5 and TSS together.
-TSS (not regulated)
CA 4839 FL 2488 NY 2769
RI 1180 TX 91855 WA 281
VA 5291
TTO, Total Toxic Organics (also
see Hydrocarbons, Total
chlorinated)
cr
515
CT 1007
CT
1457
cr
2101
CT 2437
CT
3671
FL
37338
GA 26735
IL
1414
IL
1724
IN 655
IN
1929
KY
3778
KY 73237
MA
1414
MA
1554
MA 1571
MA
2151
MA
3077
MA 3361
MA
4600
MA
26646
MA 26735
MD
1155
ME
1406
ME 22985
MS
671
NC
4260
NE 19
NE
647
NE
507
NE 647
NE
1210
NH
1023
NH 1341
NH
21148
NH
21229
CH 965
OH
3051
CH
5142
OR 1589
OR
30589
PA
10987
PA 11100
PA
11371
PA
44920
SC 2780
SC
24554
IN
1473
IN 1899
UT
531
VA
5215
WI 1309
WI
54500
Tungsten (W)
AL 2666 UT 531
Turbidity
AZ 22144
CA 4111
CA
55115
HI 21059
ID 25259
MA
3361
MD 311
NC 42501
NC
51161
NC 72648
NH 1023
NJ
30406
FR 21407
FR 23451
WA
30899
Uranium (U)
AZ 22144 MM 28100 TX 94498
WA 25721 WY 25950
Urea
GA 2356
Vanadium (V)
AL 2666 MD 311 TX 77593
13
-------
General Pollutant Index
Volatile Organics
NJ 30406
Volume
MA 442
Xylene
AL 3247 00 36847
Zinc, Dissolved (also see Zinc,
Total, in Priority Pollutant
Index)
AL 22144
14
-------
-------
ABSTRACTS OF INDUSTRIAL NPDES PERMITS
RECEIVING WATER INDEX
- Part H -
Adair Creek
MD 1881
Aiea Stream
HI 281
Akutan Harbor
AK 37303
Alabama River
AL 3115 AL 54704
Altamaha River
GA 4120
Anderson Creek
IN 264
Arkansas River
AR 40303 OK 1643
OK 34321
Arrow Spring
KY 64645
Arthur Kill
NJ 2640
Ashcaitp Creek
VA 1295
Atchafalaya River
IA 51942
Atlantic Ocean
NJ 4120
Autauga Creek
AL 3115
Back River
SC 3441
OK 2429
Bacon Creek
MD 981
Baffin Bay
TX 94498
Balus Creek
GA 1791
Baton Rouge Barge Channel
IA 5479
Baton Rouge Harbor
IA 3905
Bayou Baton Rcuge
IA 4464
Bayou Braud
IA 5487
Bayou Choupique
IA 54828
Bayou Courtableau
IA 51942
Bayou D'Inde
IA 761 IA 3824
Baycu Paul
IA 5851
Bayou Teche
IA 4740
Bayou VercLme
IA 761
Beaver Creek
IN 267677
Beaver Dam Ditch
GA 2160
1
Beaverton Creek
OR 1589 OR 30929
-------
Receiving Water Index
Belleau Creek
MD 229
Bellingham Bay
WA 1091
Bemharts Creek
PA 11100
Big Bigby Creek
TN 3425 TN 29378
Big Blue River
IN 1350 IN 45284 NE 19
NE 60
Big Branch Creek
AR 582
Big Cedar Creek
IA 1139
Big Lake
MS 2925
Black Creek
MS 28528 AL 55239
Blackbird Creek
ID 25259
Blackstone River
RI 1180
Black Rock Canal
NY 102318
Blue Creek
WA 25721
Boquist Stcugh
OR 141
Brazos River
TX 8761
Brickyard Bayou
MS 2020
Broad River
SC 1368
Baxwns Creek
FL 37869
Buffalo creek
CA 4111
Buffalo Creek
NC 4952
Buffalo River
NY 2160 NY 11043
Burlington Ditch
00 1147
Butler Creek
GA 2160
Cache la Foudre
CO 32185 CO 41360
Calabazas Creek
CA 29491
Calaveras River
CA 81787
Calcasieu River
IA 3689
Calcasieu Ship Channel
IA 3689
Calumet River
IL 2691
Cairpbell Creek
SC 914
Canyon Creek
ID 167
Cape Fear River
NC 3522 NC 24350 NC 58297
2
-------
Receiving Water Index
Casons Lake
GA 2160
Castro Creek (to San Pablo Bay)
CA 5061 CA 5134
Catawba River
SC 1015 SC 3255
Cedar Bayou
TX 3948
Cedar River
IA 5758100
- East Branch
FL 2771
Chartley Brook
MA 4600
Chattahoochie River
GA 1201
Chattooga River
GA 24104
Chehalis River
WA 809
Chestnut Ridge Run
MD 55182
Chickasaw Creek
AL 2666 AL 2801
Clark Fork River
MT 35
Clinch River
VA 1015
Coddington Cove
RI 21539
Coal Creek
CO 35394
Coldwater Creek
MD 4782
Colgate Creek
MD 1279
Colorado River
00 33537
Columbia
River
OR 60
OR
1635
OR
1708
WA 78
WA
230
WA
264
WA 281
WA
540
WA
299
WA 680
Concord River
MA 1414
Congaree River
SC 1333 SC 1848
Connely Ditch
IN 54267
Contoocook River, North Branch
NH 1325
Coody Creek
OK 34321
Cook Inlet
AK 841 AK 1015
Cooper River
SC 3441 SC 26506 SC 38148
Cow Bayou
TX 3654 TX 4839
Ccwanesque River
PA 8800
Cox Bay
TX 3573
Cox Creek
OR 1112
3
-------
Receiving Water Index
Cranbury Branch
NJ 2666
Crawford Creek
OR 1627
Crooks Creek
WY 25950
Crow Creek
WY 442
Crowders Creek
NC 4260
Crucho Creek
OK 1031
Crumpacker Ditch
IN 49751
Crystal Springs
ID 892
Cub River
ID 1180
Curtis Bay
MD 311
Cypress Bayou
LA 841
Cypress Creek
KY 3514 KY 3701
Dan River
VA 1660
Deep River - East Fork
NC 42501 NC 51161
Deer River - Middle Fork
AL 26328
Delaney Creek
FL 37923
Delaware River
DE 51 NJ 4006 NJ 4286
NJ 4952 NJ 30406 NY 5061
NJ 5100
Des Plaines River
IL 2453 IL 2861
Doe Run
KY 2119
Dorsey Run
MD 1155
Dose Maie Creek
MS 2232
Dutch Run
MD 55182
Duwamish River
WA 2615 WA 30899
Eagle Creek
IN 25079
Earman River
FL 37338
East Side Canal
WY 1546
Elizabeth River
NJ 3107
Elizabeth River - Southern Branch
VA 5215
Elliott Bay
WA 2615
Embarras River
IL 4219
Escambia Bay
FL 2593
Escambia River
FL 2488
-------
Receiving Water Index
Escatawpa River
MS 1775
Fields Brook
OH 493 OH 523
Fisher River
NC 6548
Five Mile Creek
AL 3247
Five Mile River
CT 2101
Flint River
GA 1619 GA 49336
French River
MA 2151
Fry Brook
RI 1139
Gibbons Creek
WA 230
Goose Branch
SC 4286
Goosefare Brook
ME 1406
Grace Creek
TX 55107
Grasse River
NY 1732
Grand Calumet River
IN 329
Grasse River
NY 1732
Gravelly Run
VA 5291
Great Marsh Creek
CT 1007
Great Miami River
OH 9261
Great Pee Dee River
SC 1473 SC 2151
Great Salt Lake
UT 507 UT 531
Great Works River
ME 2861 ME 22861
Green Branch
NJ 5746
Greens Bayou
TX 5576
Griffin Bay
WA 29190
Gulf of Mexico
LA 49492
Gum Creek
AR 680 GA 124
Guyandotte River
WV 116
Hales Brook
MA 3077
Halfmile Creek
IL 744
Halfway Creek
WI 54500
Hammers Marsh
WA 21954
Harvester Ditch
IN 655
5
-------
Receiving Water Index
Haw River
NC 892
Hawk Inlet
AK 43206
Hell Creek
NE 507
Higgins Millpond
MD 3247
Hiwassee River
IN 2461
Hoilinger Creek
AL 841
Holly Creek
AR 582
Holston River - South Fork
TN 2330 TN 2640
Hot Springs Creek
MT 26336
Houston Ship Channel
TX 6271 TX 7021 TX 7439
TX 91853
Hudson River
NJ 787 NJ 957 NY 7048
Huggins Creek
SC 302
Hurrican Creek
AR 582
Hylebos Waterway
WA 931 WA 37265
Illinois River
IL 1384 IL 1414 IL 1724
IL 1767 IL 1830 IL 34622
OK 191
Indian Creek
MD 4863
Indiana Harbor ship Caned
IN 108 IN 205
Intracoastal Waterway
IA 3280
leva Gulch
00 591
James Creek
MS 1970
James River
VA 26557 VA 3654 VA 3697
VA 4804 VA 5312
Jeddo Creek
NY 345
Jercme Creek
WI 43583
Jordan River
IN 3581
Jordan Creek
ID 26468
Kanab River
AR 22144
Kanawha River
WV 108 WV 868 WV 2542
Kennebec River
ME 2178
Klamath River
OR 2542
Kodiak Harbor
AK 2662
Kyte Creek
IL 3417
6
-------
Receiving Water Index
Laguna Madre
TX 94498
La Quinta Channel
TX 8907
lake Catherine
AR 1147
Lake Maurepas
LA 51993
Lake Michigan
IL 2267 IL 2691 IN 27
IN 108 IN 116 WI 43583
Late Mohawks in
WI 2810
Iaramie River
WY 32590
Leaf River
MS 2917 MS 31704
Leutzinger Creek
IA 7048100
Lick Run
IN 2887
Limekiln Creek
NC 4243
Little Fourche Creek
AR 1449
Little Mississinewa River
IN 3107
Little Patuxent River
MD 1155
Little River
MD 93521
Little River, South Fork
K£ 3786 MA 1571
Little Six Mile Creek
FL 1040
Little Vermillion River
IL 3115
Long Point Slough
IL 1350
lynches River
SC 1490
Lynn Camp Creek
KY 3778
Mackay Marsh
WA 21954
Mad River
CT 3671
Mahoning Creek
PA 44920
Maidendcwn Creek
SC 1872
Marcus Hook Creek
PA 12637
Marter's Ditch
NJ 4391
Maumee River
OH 3051
Maury River
VA 4677
Mawney Brook
RI 1139
Mayhaw Bayou
TX 7862
McKinzie River
CR 515
7
-------
Receiving Water Index
Meduxnekeag River
ME 2216
Meherrin River
VA 3051
Meramec River
MD 183
Merrimack River
NH 1229
Middle Tyger River
SC 2453
Mill Creek
NC 72648
UT 507
Mississippi
River
AR 36544
AR 37770
IA 191
IA 3387
IA 3522
IA 3620
IA 3611
IL 1244
IL 3140
IA 60
IA 892
IA 2771
IA 3115
IA 3191
IA 3441
IA 5291
IA 5487
IA 5606
IA 5851
IA 41718
IA 51993
IA 59846
IA 59901
MD 281
MD 370
MS 213
MS 27995
Mississippi
Sound
MS 3212
Missouri River
MD 2534
ND 248
ND 370
Mobile River
AL 1597
AL 1970
AL 2801
Mohawk River
NY 7269
Monte Sono Bayou
LA 914 LA 41718
Monticello Reservoir
TX 86
Morgan Creek
MD 345
Mountain Creek, Mineral
Springs Branch
GA 507
Muddy Creek
WY 31241
Murder Creek
OR 1112
Mystic River
MA 103128
Nanticoke River
MD 94
Narragansett Bay
RI 21610
Nashua River
NH 396
Nasty Branch
SC 1856
Naugatuck River
CT 1457
Neches River
TX 4227 TX 52825
Nelson lake
ND 370
Newark Bay
NJ 3166
Niagara River
NY 1635 NY 3310
Nippersink Creek
IL 33863
North Ditch
IL 2267
8
-------
Receiving Water Index
North Edisto River
SC 1180
North Fork Coyote Creek
CA 55115
North Platte River
WY 3115
North Racoon River
IA 2089
North Tyger River
SC 40517
Northeast Cape Fear River
NC 68004
Nottcway River
VA 3433
Oattulgee River
GA 26735
Ogeechee River
GA 3778
Ohio River
IN 2666 KY 1431 KY 1716
KY 2119 KY 2780 WV 132
WV 779 WV 787 WV 1805
WV 4405 WV 4626 WV 5169
WV 23281
Old River
TX 52825
Olentangy River
OH 5142
Orca Inlet
AK 663
Oothkalooga Creek
GA 329
Oyster Creek
TX 64912
Pacific Ocean
HI 191 HI 21059 OR 221
Pacolet River
SC 2798
Palmarejo Creek
FR 21407
Palmetto Creek
IA 868
Panama Canal
IA 5606
Panther Creek
ID 25259
Papillion Creek
NE 507
Paradise Creek
VA 5215
Passaic River
NJ 540 NJ 29327
Patapsco River
MD 1261 MD 1252 MD 54321
Patuxent River
MD 2658
Pawtucket River
RI 132
Pearl River
MS 2941
Pee Dee River
SC 42188
Penobscot River
ME 639
Pequabuck River
CT 515
9
-------
Receiving Water Index
Peters Brook
NH 1341
Peters Creek
SC 37826
Peyton Slcugh
CA 6165
Pickens Creek
MS 26140
Pinyon Basin
ID 26468
Platte River
NE 647 NE 1210
Pleasant Run Creek
(Bailey Branch)
IN 3573
Pocalla Creek
SC 24554
Pond Creek
AL 213 AL 3891
Port Gardner Bay
WA 621
Port Valdez
AK 23248
Potomac River
MD 2429
Poythress Pun
VA 5291
Providence River
RI 21610
Puget Sound
WA 1040 WA 21954
Quinebaug River
MA 3361
NE 26565
Quinnipiac River
CT 2437 CI 1708
Raccoon Creek
NJ 5240 OH 965
Red Dog Creek
AK 38652
Red River
ND 24368
Red Wine Creek
GA 1791
Redoubt Bay
AK 396
Riley Creek
ID 800
Rio Cibuco
FR 23451
River Des Peres
MD 370
Roanoke River
NC 23710
Rock Creek
TX 9105
Rock River
IL 3794
Rockfish Creek
NC 3450
Rollins Brook.
NH 21148
Saoo River
ME 1406
St. Johns Creek
IN 45284
10
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Receiving Water Index
St. Johns River
FL 37869
St. Vrain Creek
00 1121 00 36897
Sell em River
NJ 4308
Salmon Falls River
NH 469
Salt Creek
NE 701
San Gabriel River
CA 57177
San Jacinto River
TX 2933 TX 3531 TX 77593
San Joaquin River
CA 4464 CA 4839
San Miguel Creek
NM 28100
San Pablo Bay
CA 5096 CA 5134
Sand Creek
00 1147
Sand Run - South Fork
MD 55182
Sanders Branch
SC 1830
Savannah River
GA 2071 GA 2160 GA 2356
GA 3646 GA 4332
Schuylkill River
PA 11371
Scioto River
OH 6327
Scroggin Branch
MD 1121
Second Creek
IL 3115
Seneca River/Barge Canal
NY 1228
Shades Creek
AL 46370
Sheboygan River
WI 1309
Shoal Creek
IN 1473
Short Creek
M0 2411
Silver Creek
IN 2666
Simpson's Pond
OR 1112
Sinclair Inlet
WA 2062
Sinking Creek
IN 1899
Skunk River, South
IA 6300104 IA 8503102
Snake River
ID 1163 3D 957 OR 2402
Snohanish River
WA 24538
Socastee Swairp
SC 2780
South River
VA 2160
11
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Receiving Water Index
South Platte River :
CA 1121 00 41351 :
Spokane River :
WA 825 :
Spring Creek - Logan Branch :
PA 9202 WV 1261 :
Squaw Creek :
IL 24074 :
State Industrial Canal :
UT 507 :
Stono River :
SC 37770 :
Sugar Creek :
IN 1619 :
Sugar River :
NH 1279 :
Superior Bay :
WI 2798 :
Susquehanna River :
PA 8419 PA 8885 PA 9300 :
Tallahala Creek :
MS 3042 :
Taunton River :
MA 1554 MA 26735 :
Taylor River :
NH 21172 :
Ten Mile Creek :
00 248
Tennessee River :
AL 108 AL 3891 AL 22314 :
K£ 3484 K£ 3514 K£ 3603 :
K£ 3701 IN 1465 :
Tennessee River, Betty Rye Branch :
AL 302
12
Tennessee River, Watts Bar Embayment
TN 1457
Teutsch Ditch
IN 639
Three Mile River
MA 26646
Tibbey Creek
MS 1783
Timothy Creek
SC 38555
Tobyhanna Creek
PA 10987
Tcsnbigbee River
MS 2232
Tons River
NJ 4120
Town Creek
Ktf 73237 MS 1783 IN 27715
Treasure Valley Creesk
FR 23329
Trent River
NC 7285
Trout Brook
MA 22225
Truax Creek
CR 1112
Turkey Creek
FL 34690 M0 2411
Turkey Run
WV 5533
Turtle Creek
PA 5444
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Receiving Water Index
Tuscarora Creek
MD 2429
TVrelve-Mile Creek
SC 302
TWitty's Creek
VA 50822
Tyronza River
AR 36544
U-Crest Ditch
NY 1210
Unalaska Bay
AK 680 AK 27511
Utah Late
UT 361
Village Creek
AL 4014 AL 29378
Wabash River
IN 1414 IN 2861
Walker Creek
AR 680
Wando River
SC 33022
Wass Brook
MA 442
Wateree River
SC 38121
Waukegan Harbor
IL 2267
Websters Creek
MD 94
West Branch of Nesheminy Creek
PA 11894
West Papillon Creek
NE 507
West Pipestone Creek
SD 299
Whale Branch
SC 914
White Creek
AK 35165
White River
IN 2887
Whitewater River
IN 1929
Wigwam Brook
NJ 29327
Willamette River
OR 566 OR 1074 OR 1597
<3R 30589 CR 2021857
Will's Gut
VA 3433
Wilson Creek
ME 22985
Wilson River
OR 141
Winnepesaukee River
NH 1023
Wisconsin River
WI 2810 WI 3620 WI 37991
Wolf River
TN 442
Wolf River Channel
IN 27
Wood Creek
VA 3654
13
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Woodbridge Creek
NJ 3867
Yadkin River
NC 5266
Yalobusha River
MS 671
Yazoo River
MS 191 MS 574
Yellowstone River
MT 248 MT 477
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