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PA Bulletin, Doc. No. 12-1168

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[42 Pa.B. 3618]
[Saturday, June 23, 2012]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

Location Permit Authority Application Type or Category
Section I NPDES Renewals
Section II NPDES New or Amendment
Section III WQM Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV NPDES MS4 Individual Permit
Section V NPDES MS4 Permit Waiver
Section VI NPDES Individual Permit Stormwater Construction
Section VII NPDES NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

I. NPDES Renewal Applications

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0087891
(Stormwater) 		Growmark FS, LLC
1701 Towanda Avenue
PO Box 2500
Bloomington, IL 61702
Adams County /
Latimore Township 		Dry swale to Mud Run / 7-F Y
PA0246387
(Sew) 		Rustic Meadows Camping & Golf Resort, Inc.
1980 Turnpike Road
Elizabethtown, PA 17022
Lancaster County /
West Donegal Township 		UNT Snitz Creek / 7-G Y
PA0260797
(Sew) 		Clappertown Christian Missionary & Alliance Church
3239 Piney Creek Road
Williamsburg, PA 16693
Blair County /
Huston Township 		UNT Piney Creek / 11-A Y
PA0247405
(Sew) 		David Stup
5394 Big Creek Road
Clearville, PA 15535-5214
Bedford County /
Monroe Township 		UNT West Branch Sideling Hill / 13-B Y
PA0082759
(Sew) 		Hopewell Township, Huntingdon County
RR 1 Box 95
James Creek, PA 16657-9512
Huntingdon County
Hopewell Township 		UNT to Shy Beaver Creek/ 11-D Y
PA0247677
(Sew) 		East Waterford Sewer Authority
12988 Rt. 75 South, Suite 1
Honey Grove, PA 17035
Juniata County
Tuscarora Township 		Tuscarora Creek / 12-B Y
PA0247910
(Sew) 		Bethel Township Municipal Authority
PO Box 274
Bethel, PA 19507-0024
Berks County
Bethel Township
Little Swatara Creek / 7-D Y
 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701
NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0111431 Knoebels Grove Park
391 Knoebels Blvd.
RR 1 Box 317
Elysburg, PA 17824-0317
Columbia County,
Cleveland Township 		Mugser and South Branch Roaring Creek, 5E Y
PA0114111
(Sewage) 		South Shore Recreation Area
710 Ives Run Lane
Lawrenceville, PA 16929
Tioga County
Lawrence Township 		Cowanesque River
(4-A) 		Y
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed#) 		EPA Waived Y/N?
PA0030031
(Sewage) 		Keystone Regional Industrial Park
RR 2
Cochranton, PA 16314 		Crawford County
Greenwood Township
Unnamed Tributary to Conneaut Outlet
(16-D) 		Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

 Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790

 PA0065358, Pesticides, SIC Code 0782, Arrowhead Lake Community Association, HC 88 Box 305, Pocono Lake, PA 18347.

 Description of Proposed Activity: The application is for a new NPDES permit for a discharge associated with the application of pesticides in Tobyhanna Township, Monroe County.

 The receiving stream, Arrowhead Lake (on Trout Creek), is located in State Water Plan watershed 2-A and is classified for Exceptional Value Waters and Migratory Fish, aquatic life, water supply and recreation. Applicators are required to follow product labeling instructions of pesticides, which may include provisions to reduce application doses and notify public water suppliers in the event applications are conducted near public water supply intakes. The discharges associated with the pesticide applications are not expected to affect public water supplies.

 DEP has made a tentative determination to issue the NPDES permit subject to the terms and conditions of the permit. An anti-degradation analysis has been completed to document that pesticide application activities in High Quality (HQ) or Exceptional Value (EV) waters will be conducted in a manner that minimizes adverse environmental effects. The proposed permit contains conditions that require implementation of Pest Management Measures, Recordkeeping and Annual Reporting Requirements, Corrective Action Documentation and Reporting, and a Pesticides Discharge Management Plan.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472. You may submit written comments on the application and draft permit within 30 days to the address above. After the 30-day comment period, PA DEP will make a final determination on the issuance of the permit.

 The EPA waiver is not in effect.

 PAS212219, Stormwater, SIC Code 3273, Dale R. Koller, 1870 Waldheim Road, Bethlehem, PA 18015. Facility Name: Dale R. and Carolyn L. Koller Development—Cement Mixing Plant. This proposed facility is located in Weisenberg Township, Lehigh County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of stormwater.

 The receiving stream, Unnamed Tributary to Lyon Creek, is located in State Water Plan watershed 02C and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 (Infiltration Basin #2):

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 (Infiltration Basin #1):

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions:

 • Groundwater Monitoring Requirements

 • Requirements Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0080209, Sewage, SIC Code 8361, Hoffman Homes Inc., 815 Orphanage Road, Littlestown, PA 17340-9329. Facility Name: Hoffman Homes For Youth. This existing facility is located in Mount Joy Township, Adams County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Lousy Run, is located in State Water Plan watershed 13-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.12 XXX 0.39
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N XXX Report XXX Report
Daily Max 		XXX XXX
Total Nitrogen XXX Report XXX Report
Daily Max 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18.0
Total Kjeldahl Nitrogen XXX Report XXX Report
Daily Max 		XXX XXX
Total Phosphorus XXX Report XXX Report
Daily Max 		XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0028592, Sewage, SIC Code 4952, Bonneauville Borough, 46 East Hanover Street, Gettysburg, PA 17325. Facility Name: Bonneauville STP. This existing facility is located in Bonneauville Borough, Adams County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Chicken Run, is located in State Water Plan watershed 13-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.550 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
CBOD5 115 183
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 138 206
Wkly Avg 		XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo Mean 		XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 5.5 XXX XXX 1.0 XXX 2.0
 Nov 1 - Apr 30 16.5 XXX XXX 3.0 XXX 6.0
Total Phosphorus 9.2 XXX XXX 2.0 XXX 4.0

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 9741 XXX XXX XXX
Net Total Phosphorus Report 1218 XXX XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is not in effect.

 PA0261858, SIC Code 4952, Anna & Scott Shaner, 54 Locust Road, Boyertown, PA 19512-7676. Facility Name: Shaner Residence. This proposed facility is located in Douglass Township, Berks County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage.

 The receiving stream(s), UNT to Ironstone Creek, is located in State Water Plan watershed 3-D and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. Its existing use, however, is Cold Water Fishes. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geometric Mean 		XXX 1000

 In addition, the permit contains the following special conditions:

 - To clean the Ultraviolet light, used for disinfection, semi-annually

 - To include written proof that the septic tank was pumped out with the permit renewal application

 - To submit an Annual Maintenance Report by June 30 of each year.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0261840, SIC Code 4952, Terri Straka, 1440 Schoffers Road, Birdsboro, PA 19508. Facility Name: Straka Res. This proposed facility is located in Exeter Township, Berks County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage.

 The receiving stream(s), Owatin Creek is located in State Water Plan watershed 3-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies. The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml)
 5/1-9/30 XXX XXX XXX 200
Geo Mean 		XXX 1000
 10/1-4/30 XXX XXX XXX 2000
Geo Mean 		XXX 10,000

 In addition, the permit contains the following conditions:

 - semi-annual cleaning of Ultraviolet Light used for disinfection, at a minimum

 - to include written proof that the septic tank was pumped out with the permit renewal application

 - to submit an Annual Maintenance Report by June 30 of each year.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 PA0080616, Sewage, SIC Code 6515, DELM Developers, LLC, PO Box 1010, Chambersburg, PA 17055. Facility Name: Mountain View MHP. This existing facility is located in Reading Township, Adams County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage.

 The receiving stream, Conewago Creek, is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.011 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.63
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 10 XXX 20
 Nov 1 - Apr 30 XXX XXX XXX Report XXX Report
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

 Southwest Regional Office: Regional Manager, Clean Water, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000

 PA0004472, Industrial Waste, SIC Code 3312, US Steel Corp, 400 State Street, Clairton, PA 15025-1855. Facility Name: US Steel Clairton Plant. This existing facility is located in Clairton City, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing Cokemaking facility. US Steel's Clairton Plant is currently comprised of nine active coke batteries, coal handling facilities, byproduct recovery facilities, utility operations and a large, industrial wastewater treatment system. Discharges from the facility include industrial waste, non-contact cooling water, steam condensate, and storm water run off.

 The receiving stream(s), Monongahela River, Peters Creek and Unnamed Tributary to Monongahela River, is located in State Water Plan watershed—and 19-C and is classified for Trout Stocking and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001A are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX Report
Min 		XXX XXX Report
Total Suspended Solids XXX XXX Report XXX XXX Report
Ammonia-Nitrogen XXX XXX Report XXX XXX Report
Total Iron XXX XXX Report XXX XXX Report
Total Manganese XXX XXX Report XXX XXX Report
Total Zinc XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.17 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Hexavalent Chromium XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 009 are for an emergency overflow from the coal yard sedimentation basins, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Iron XXX XXX XXX 3.5 7.0 XXX
Total Manganese XXX XXX XXX 2.0 4.0 XXX

 The proposed effluent limits for Outfall 010 are for an emergency overflow from the coal yard sedimentation basins, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Iron XXX XXX XXX 3.5 7.0 XXX
Total Manganese XXX XXX XXX 2.0 4.0 XXX

 The proposed effluent limits for Outfall 011 are for an emergency overflow from the coal yard sedimentation basins, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Iron XXX XXX XXX 3.5 7.0 XXX
Total Manganese XXX XXX XXX 2.0 4.0 XXX

 The proposed effluent limits for Outfall 018 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 35 70 XXX
Total Iron XXX XXX XXX 3.5 7.0 XXX
Total Manganese XXX XXX XXX 2.0 4.0 XXX

 The proposed effluent limits for Outfall 022 are or a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX Report XXX XXX Report
Ammonia-Nitrogen XXX XXX Report XXX XXX Report
Total Kjeldahl Nitrogen XXX XXX Report XXX XXX Report
Total Cyanide XXX XXX Report XXX XXX Report
Total Iron XXX XXX Report XXX XXX Report
Total Zinc XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 022A are based on an intermittent discharge; the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Total Suspended Solids XXX XXX XXX 30 XXX 75
Oil and Grease XXX XXX XXX 15 XXX 30
Benzene XXX XXX XXX 0.001 XXX 0.0025

 The proposed effluent limits for Outfall 023 are based on a design flow of 14.13 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Temperature (°F) (Interim) XXX XXX XXX XXX 110 XXX
Temperature (°F)
 Sep 16-30 XXX XXX XXX XXX 108.6 XXX
 Oct 16-31 XXX XXX XXX XXX 97.3 XXX
 Nov 16-30 XXX XXX XXX XXX 79.2 XXX
 Jan 1-31 (Final) XXX XXX XXX XXX 78.9 XXX
 Feb 1-29 (Final) XXX XXX XXX XXX 82.8 XXX
 Mar 1 - Aug 31 (Final) XXX XXX XXX XXX 110 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 110 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 103.3 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 94.5 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 70.6 XXX

 The proposed effluent limits for Outfall 028 are based on a design flow of 1.09 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Temperature (°F) (Interim) XXX XXX XXX XXX 110 XXX
Temperature (°F)
 Jan 1-31 (Final) XXX XXX XXX XXX 77.0 XXX
 Feb 1-29 (Final) XXX XXX XXX XXX 80.7 XXX
 Mar 1 - Aug 31 (Final) XXX XXX XXX XXX 110 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 110 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 107.0 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 101.7 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 95.7 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 92.6 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 77.7 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 69.1 XXX

 The proposed effluent limits for Outfall 029 are based on a design flow of 0.89 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) (Final) Report Report XXX XXX XXX XXX
pH (S.U.) (Final) XXX XXX 6 XXX XXX 9
Temperature (°F) (Interim) XXX XXX XXX XXX 110 XXX
Temperature (°F)
 Jan 1-31 (Final) XXX XXX XXX XXX 74.2 XXX
 Feb 1-29 (Final) XXX XXX XXX XXX 77.7 XXX
 Mar 1 - Aug 31 (Final) XXX XXX XXX XXX 110 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 110 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 104.9 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 99.6 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 93.6 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 90.1 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 75.7 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 67.2 XXX

 The proposed effluent limits for Outfall 038 are based on a design flow of 84.8 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Min 		XXX XXX 9
Total Residual Chlorine XXX XXX 0.5 XXX XXX 1.25
Temperature (°F) (Interim) XXX XXX XXX XXX 110 XXX
Temperature (°F)
 Jan 1-31 (Final) XXX XXX XXX XXX 79.1 XXX
 Feb 1-29 (Final) XXX XXX XXX XXX 83.0 XXX
 Mar 1 - Aug 31 (Final) XXX XXX XXX XXX 110 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 110 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 108.7 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 103.4 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 97.4 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 94.6 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 79.3 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 70.7 XXX

 Outfall 044 is for the water intake screen backwash, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameter Monthly avg. Daily max. Monthly avg. Daily max. Inst. max.
The material (solids or other debris) physically of mechanically removed in the
backwash operation shall not be returned to the surface waters.

 Outfall 046 is for standpipe overflow and consists solely of river water, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameter Monthly avg. Daily max. Monthly avg. Daily max. Inst. max.
There shall be no net addition of pollutants at this outfall.

 The proposed effluent limits for Outfall 046A are based on a design flow of 0.115 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9

 The proposed effluent limits for Outfall 046B are based on a design flow of 0.086 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9

 The proposed effluent limits for Outfall 046C are based on a design flow of 0.115 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9

 The proposed effluent limits for Outfall 046D are based on a design flow of 0.086 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9

 The proposed effluent limits for Outfall 049A are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Average
Monthly 		Average
Monthly 		Instant.
Maximum
BOD5 XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX Report XXX XXX Report
Oil and Grease XXX XXX Report XXX XXX Report
Dissolved Phosphorus XXX XXX Report XXX XXX Report
Total Cadmium XXX XXX Report XXX XXX Report
Free Available Cyanide XXX XXX Report XXX XXX Report
Total Iron XXX XXX Report XXX XXX Report
Total Manganese XXX XXX Report XXX XXX Report
Phenol XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 054A are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Average
Monthly 		Average
Monthly 		Instant.
Maximum
pH (S.U.) (Interim) XXX XXX Report
Min 		XXX XXX Report
pH (S.U.) (Final) XXX XXX 6
Min 		XXX XXX 9
BOD5 XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Interim) 		XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Final) 		XXX XXX 30 XXX XXX 60
Ammonia-Nitrogen XXX XXX Report XXX XXX Report
Free Available Cyanide XXX XXX Report XXX XXX Report
Total Cyanide XXX XXX Report XXX XXX Report
Total Iron (Interim) XXX XXX Report XXX XXX Report
Total Iron (Final) XXX XXX 3.5 XXX XXX 7.0
Total Manganese XXX XXX Report XXX XXX Report
Total Zinc XXX XXX Report XXX XXX Report
Phenol XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report
Total Phenolics XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 068 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
BOD5 XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX Report XXX XXX Report
Oil and Grease XXX XXX Report XXX XXX Report
Total Cyanide XXX XXX Report XXX XXX Report
Total Iron XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 081 are based on a design flow of 23.3 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Temperature (°F) (Interim) XXX XXX XXX XXX 110 XXX
Temperature (°F)
 Jan 1-31 (Final) XXX XXX XXX XXX 79.1 XXX
 Feb 1-29 (Final) XXX XXX XXX XXX 83.0 XXX
 Mar 1 - Aug 31 (Final) XXX XXX XXX XXX 110 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 110 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 108.6 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 103.4 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 97.4 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 94.6 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 79.2 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 70.7 XXX
Benzo(a)Pyrene XXX XXX XXX 0.003 XXX 0.0075

 The proposed effluent limits for Outfall 084 are based on a design flow of 1.54 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Temperature (°F) (Interim) XXX XXX XXX XXX 110 XXX
Temperature (°F)
 Jan 1-31 (Final) XXX XXX XXX XXX 77.3 XXX
 Feb 1-29 (Final) XXX XXX XXX XXX 81.0 XXX
 Mar 1 - Aug 31 (Final) XXX XXX XXX XXX 110 XXX
 Sep 1-15 (Final) XXX XXX XXX XXX 110 XXX
 Sep 16-30 (Final) XXX XXX XXX XXX 107.3 XXX
 Oct 1-15 (Final) XXX XXX XXX XXX 102.0 XXX
 Oct 16-31 (Final) XXX XXX XXX XXX 96.0 XXX
 Nov 1-15 (Final) XXX XXX XXX XXX 92.9 XXX
 Nov 16-30 (Final) XXX XXX XXX XXX 77.9 XXX
 Dec 1-31 (Final) XXX XXX XXX XXX 69.4 XXX
 Total Suspended Solids XXX XXX Report
Avg Mo 		XXX XXX Report

 The proposed effluent limits for Outfall 085 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) (Interim) XXX XXX Report
Min 		XXX XXX Report
pH (S.U.) (Final) XXX XXX 6
Min 		XXX XXX 9
Total Residual Chlorine XXX XXX Report XXX XXX Report
Chemical Oxygen Demand XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Interim) 		XXX XXX 30 XXX XXX 60
Total Suspended Solids
 (Final) 		XXX XXX Report XXX XXX Report
Total Kjeldahl Nitrogen XXX XXX Report XXX XXX Report
Total Cadmium XXX XXX Report XXX XXX Report
Total Iron (Interim) XXX XXX Report XXX XXX Report
Total Iron (Final) XXX XXX 3.5 XXX XXX 7.0
Total Lead XXX XXX Report XXX XXX Report
Total Manganese XXX XXX Report XXX XXX Report
Total Zinc XXX XXX Report XXX XXX Report
Phenol XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 085A are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids XXX XXX 30 XXX XXX 75
Oil and Grease XXX XXX 15 XXX XXX 30
Benzene XXX XXX 0.001 XXX XXX 0.0025
Naphthalene XXX XXX 0.3 XXX XXX 0.75

 The proposed effluent limits for Outfall 086 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) (Interim) XXX XXX Report
Min 		XXX XXX Report
pH (S.U.) (Final) XXX XXX 6
Min 		XXX XXX 9
Total Residual Chlorine XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Interim) 		XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Final) 		XXX XXX 30 XXX XXX 60
Total Kjeldahl Nitrogen XXX XXX Report XXX XXX Report
Free Available Cyanide XXX XXX Report XXX XXX Report
Total Cyanide XXX XXX Report XXX XXX Report
Total Iron (Interim) XXX XXX Report XXX XXX Report
Total Iron (Final) XXX XXX 3.5 XXX XXX 7.0
Total Lead XXX XXX Report XXX XXX Report
Total Manganese (Interim) XXX XXX Report XXX XXX Report
Total Manganese (Final) XXX XXX 2.0 XXX XXX 4.0
Total Zinc XXX XXX Report XXX XXX Report
Phenol XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Total Phenolics XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 087 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX Report XXX XXX Report
Oil and Grease XXX XXX Report XXX XXX Report
Total Kjeldahl Nitrogen XXX XXX Report XXX XXX Report
Total Iron XXX XXX Report XXX XXX Report
Total Manganese XXX XXX Report XXX XXX Report
Total Zinc XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 088 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (Interim) XXX XXX Report XXX XXX Report
pH (S.U.) (Final) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids
 (Interim) 		XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Final) 		XXX XXX 30 XXX XXX 60
Oil and Grease XXX XXX Report XXX XXX Report
Total Iron (Interim) XXX XXX Report XXX XXX Report
Total Iron (Final) XXX XXX 3.5 XXX XXX 7.0
Total Lead XXX XXX Report XXX XXX Report
Total Manganese (Interim) XXX XXX Report XXX XXX Report
Total Manganese (Final) XXX XXX 2.0 XXX XXX 4.0
Total Zinc XXX XXX Report XXX XXX Report
Phenol XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report
Total Phenolics XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 089 are for a stormwater influenced outfall, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) (Interim) XXX XXX Report
Min 		XXX XXX Report
pH (S.U.) (Final) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids
 (Interim) 		XXX XXX Report XXX XXX Report
Total Suspended Solids
 (Final) 		XXX XXX 30 XXX XXX 60
Oil and Grease (Interim) XXX XXX Report XXX XXX Report
Oil and Grease (Final) XXX XXX 15 XXX XXX 30
Total Cyanide XXX XXX Report XXX XXX Report
Total Iron (Interim) XXX XXX Report XXX XXX Report
Total Iron (Final) XXX XXX 3.5 XXX XXX 7.0
Total Manganese XXX XXX Report XXX XXX Report
Total Zinc XXX XXX Report XXX XXX Report
Phenol XXX XXX Report XXX XXX Report
Benzo(a)Pyrene XXX XXX Report XXX XXX Report
Naphthalene XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 090 are based on a design flow of 0.04 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids XXX XXX 30 XXX XXX 75
Oil and Grease XXX XXX 15 XXX XXX 30
Hexavalent Chromium XXX XXX 0.047 XXX XXX 0.074
Benzene XXX XXX 0.001 XXX XXX 0.0025
Naphthalene XXX XXX 0.3 XXX XXX 0.75

 The proposed effluent limits for Outfall 091 are for an emergency discharge from the groundwater BTX trench, the design flow is not applicable.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids XXX XXX 30 XXX XXX 75
Oil and Grease XXX XXX 15 XXX XXX 30
Hexavalent Chromium XXX XXX 0.047 XXX XXX 0.074
Benzene XXX XXX 0.001 XXX XXX 0.0025
Naphthalene XXX XXX 0.3 XXX XXX 0.75

 The proposed effluent limits for Outfall 183 are based on a design flow of 2.57 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids 4585 8921 29.71 72.81 XXX XXX
Oil and Grease 404.7 1174 7.76 14.34 XXX XXX
Ammonia-Nitrogen 112.0 151.2 4.28 6.21 XXX XXX
Total Cyanide 90.50 129.0 4.41 6.30 XXX XXX
Benzo(a)Pyrene 0.273 0.466 .01297 .02325 XXX XXX
Naphthalene 0.273 0.482 .01307 0.02344 XXX XXX
Total Phenolics 1.028 1.654 0.05 0.08 XXX XXX

 The following effluent limitations would apply at Outfall 183 in the event that US Steel applies for and receives a variance under the provisions of 301(g) of the Clean Water Act.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Min 		XXX XXX 9
Total Suspended Solids 4585 8921 29.71 72.81 XXX XXX
Oil and Grease 404.7 1174 7.76 14.34 XXX XXX
Ammonia-Nitrogen 2921.8 8751.6 97.2 291.6 XXX XXX
Total Cyanide 90.50 129.0 4.41 6.30 XXX XXX
Benzo(a)Pyrene 0.273 0.466 .01297 .02325 XXX XXX
Naphthalene 0.273 0.482 .01307 0.02344 XXX XXX
Total Phenolics 48.04 143.96 1.6 4.8 XXX XXX

 • The following outfalls are permitted to discharge uncontaminated steam condensate. There are at this time no specific effluent limitations on these outfalls: Outfalls 020, 020A, 030, 031B-D, 033, 033A, 035A-C, 036, 037, 037A, 039, 040, 043, 045, 047A, 048, 049, 050, 051, 054B, 054C, 055, 056, 058, 060, 061, 061A, 065, 066.

 • The following outfalls are permitted to discharge uncontaminated storm water runoff from areas in and around the facility. There are at this time no specific effluent limitations on these outfalls: Outfalls 002A, 073, 083.

 • The following outfalls are permitted to discharge uncontaminated miscellaneous wastewater. There are at this time no specific effluent limitations on these outfalls: Outfalls 030B, 035D, 045A. 053, 057, 062, 067.

 In addition, the permit contains the following major special conditions:

 • Submission of DMRs Requirement to conduct a Toxics Reduction Evaluation, Submission of a Stormwater Pollution Prevention Plan, A compliance schedule for certain Storm Water outfalls, A compliance schedule for certain non-contact cooling water discharges, and a chemical additive condition.

 US Steel has informed the Department that it intends to submit a request for a variance from certain effluent limitations pursuant to Section 301(g) of the Clean Water Act. Pursuant to federal regulations, US Steel has until the until the last day of the comment period for this draft NPDES Permit to submit to the Department its request for the 301(g) Variance. If the Department grants the variance request, effluent limitations for ammonia and phenols at Internal Outfall 183 will be established as BPT as set forth in the Effluent Limitation Guidelines for the Iron and Steel Manufacturing Point Source Category—Subpart A Cokemaking (40 CFR 420.12 (a)). If the Department denies the variance request, effluent limitations for ammonia and phenols at Internal Outfall 183 will be established as BAT as set forth in the Effluent Limitation Guidelines for the Iron and Steel Manufacturing Point Source Category—Subpart A Cokemaking (40 CFR 420.13(a)). This draft NPDES Permit Amendment includes both sets of proposed effluent limitations (BPT and BAT) to allow the public to comment on the effluent limitations and the effect of granting or denying a potential 301(g) Variance request.

 All interim effluent limitations apply from the date of permit issuance through three years after permit issuance date.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

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