NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[42 Pa.B. 1674]
[Saturday, March 31, 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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed No.) EPA Waived Y/N? PA0062065 (Sewage) YRC Wilkes/Barre Terminal 1284 South Main Road Mountain Top, PA 18707 Luzerne County Dorrance Township Balliet Run Cold
Water Fishes 5BY PA0060259 (Sewage) Tyler Hill Camp
1017 Cochecton Turnpike
Tyler Hill, PA 18469Wayne County Damascus Township Laurel Lake (1-A) Y PA0065072 Pilot Travel Centers LLC
Flying J # 710
1623 Oliver Road
New Milford, PA 18834-7517Susquehanna County New Milford Township Unnamed Tributary of Nine Partners Creek (4-F) Y
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed #) EPA Waived Y/N? PA0033065
(Sew)Vanderhomes, LLC
(Palm City MHP)
2379 Brandt Road
Annville, PA 17003Lebanon County / South Annville Township Killinger Creek / 7-D Y PA0029955
(Sew)Southern Huntingdon
County School District
(Trough Creek Valley Elementary School)
10339 Pogue Road
Three Springs, PA 17263Huntingdon County / Cromwell Township UNT Trough Creek / 11-D Y PA0029947
(Sew)Southern Huntingdon
County School District
(Spring Farms
Elementary School)
10339 Pogue Road
Three Springs, PA 17263Huntingdon County / Cromwell Township Unt Spring Creek / 12-C Y PA0029939
(Sew)Southern Huntingdon
County School District (Southern Huntingdon
County High/Middle School) 10339 Pogue Road
Three Springs, PA 17263Huntingdon County / Cromwell Township Aughwick Creek / 12-C Y PA0084565
(Sew)East Prospect
Borough Authority
PO Box 334
28 W. Maple Street East Prospect, PA 17317York County / Lower Windsor Township Cabin Creek / 7I Y
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed No.) EPA Waived Y/N? PA0209473 North Centre Township Municipal Building SFTP
277B Nursery Road,
Berwick, PA 18603Columbia County
North Centre TownshipFester Hollow (5-D) Y PA0229460 (Sewage) Abbott Township WWTP
1431 Germania Road
Galeton, PA 16922-9445Potter County
Abbott TownshipGermania Branch of Kettle Creek (9-B) Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name (Watershed#) EPA Waived Y/N? PA0210013 (Sewage) Cathleen M. and Edward W. Fisher SRSTP
72 Birchwood Drive
Transfer, PA 16154-2418Mercer County Pymatuning Township Unnamed Tributary to the Shenango River 20-A Y PA0028207 (Sewage) Reynoldsville Sewage Authority 400 North Fifth Street Reynoldsville, PA 15851 Jefferson County Reynoldsville Borough Sandy Lick Creek (Outfall 001, 002, 004 and 005), Soldier Run (Outfall 003), and Pitchpine Run (Outfalls 007 and 008) 17-C Y PA0239861 (Sewage) Cochranton Borough STP
109 East Adams Street, Cochranton, PA 16314-0066Crawford County Cochranton Borough French Creek 16-D Y PA0103926 (Industrial Waste) Component Intertech
2426 Perry Highway
Hadley, PA 16130-2924Mercer County
Perry TownshipUnnamed Tributary to Little Shenango Rive 20-A Y PA0100986 (Industrial Waste) PHB, Inc. Machining Division 8150 West Ridge Road, Fairview, PA 16415 Erie County
Fairview TownshipTrout Run 15 Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401
PA0046868, Sewage, SIC Code 4952, Lower Moreland Township Municipal Authority, 640 Red Lion Road, Huntingdon Valley, PA 19006-6217. Facility Name: Lower Moreland Chapel Hill STP. This existing facility is located in Lower Moreland Township, Montgomery 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(s), Unnamed Tributary to Southampton Creek, is located in State Water Plan watershed 3-J and is classified for Trout Stocking and Migratory 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 0.279 MGD.
Mass (lb/day) Concentration (mg/l) Parameters Average
Monthly
Weekly
Average
Inst.
MinAverage
Monthly
Weekly
Average
Instant.
MaximumFlow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX CBOD5 23 35 XXX 10 15 20 Total Suspended Solids 23 35 XXX 10 15 20 Fecal Coliform (CFU/100 ml) (May 1 - Oct 31) XXX XXX XXX 200
Geo MeanXXX 1,000 (Nov 1 - Apr 30) XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen (May 1 - Oct 31) 3.5 XXX XXX 1.5 XXX 3.0 (Nov 1 - Apr 30) 7.0 XXX XXX 3.0 XXX 6.0 Total Phosphorus (Interim) 2.3 XXX XXX 1.0 XXX 2.0 Total Phosphorus (May 1 - Oct 31 (Interim) 1.15 XXX XXX 0.5 XXX 0.1 (Nov 1 - Apr 30 (Interim) 2.3 XXX XXX 1.0 XXX 2.0 (May 1 - Oct 31 (Final) 0.18 XXX XXX 0.08 XXX 1.6 (Nov 1 - Apr 30 (Final) 0.36 XXX XXX 0.16 XXX 0.32 Total Copper XXX XXX XXX 0.023 0.035 Daily Max 0.046 In addition, the permit contains the following major special conditions:
• Compliance Schedule for TMDL based Phosphorus Limits
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is not in effect due to TMDL.
PA0054089, Storm Water, SIC Code 4581, Limerick Aviation LP, 600 Horizon Drive, Chalfont, PA 18914. Facility Name: Pottstown Limerick Airport. This existing facility is located in Limerick Township, Montgomery County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Storm Water.
The receiving stream(s), Possum Hollow Run, and Unnamed Tributary to Hartenstein 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 storm water discharge from fuel farm and wash areas.
Mass (lb/day) Concentration (mg/l) Parameters Average
Monthly
Daily
Maximum
Instant.
MinimumAverage
Monthly
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 CBOD5 XXX XXX XXX XXX Report XXX Chemical Oxygen Demand XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX XXX 30 TRPH XXX XXX XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX Report XXX Gasoline Range Organics XXX XXX XXX XXX Report XXX Diesel Range Organics XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based storm water rom runway and surrounding areas.
Mass (lb/day) Concentration (mg/l) Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX CBOD5 XXX XXX XXX XXX Report XXX Chemical Oxygen Demand XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Storm water Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
PA0056880, SIC Code 4952, Lower Bucks County Joint Municipal Authority, 7811 New Falls Road, Levittown, PA 19058-0460. Facility Name: Lower Bucks County Joint Municipal Authority. This existing facility is located in Tullytown Borough, Bucks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated wastewater.
The receiving stream(s), Delaware River, is located in State Water Plan watershed 2-E 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 002 are based on a design flow of 0.48 MGD.
Mass (lb/day) Concentration (mg/l) Parameters Average
Monthly
Daily
Maximum
Instant.
MinimumAverage
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2 Total Suspended Solids XXX XXX XXX 30 60 75 Total Aluminum XXX XXX XXX 4.0 8.0 10.0 Total Iron XXX XXX XXX 2.0 4.0 5.0 Total Manganese XXX XXX XXX 1.0 2.0 2.5 The proposed effluent limits for Outfall 003 are based on a design flow of 0.7 MGD.
Mass (lb/day) Concentration (mg/l) Parameters Average
Monthly
Daily
Maximum
Instant.
MinimumAverage
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.2 Total Suspended Solids XXX XXX XXX 30 60 75 Total Aluminum XXX XXX XXX 4.0 8.0 10.0 Total Iron XXX XXX XXX 2.0 4.0 5.0 Total Manganese XXX XXX XXX 1.0 2.0 2.5 In addition, the permit contains the following major special conditions:
• Remedial Measures
• BAT/ELG Reopener
• Change of Ownership
• TRC Minimization
• IW Sludge Disposal
• TMDL/WLA Analysis
• I-Max Limits
• Sedimentation Basin Cleaning Operation
• Maximum Discharge Rate for Outfall 002
• Limited Discharge Period for Outfall 002
• Maximum High Tide condition
• Authorization to discharge into Authority's sanitary sewer during maintenance
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.PA0083836, Sewage, SIC Code 3999, ARM2-LLC, 1880 Pine Run Road, Abbottstown, PA 17301-9723. Facility Name: Pine Run MHP. This existing facility is located in Hamilton 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(s), Unnamed Tributary to 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 0.04 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 0.016 XXX 0.053 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 MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 Ammonia-Nitrogen May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0 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.
PA0081051, Sewage, SIC Code 6515, Round Top Campground LLC, 1285 High Street, Auburn, CA 95603. Facility Name: Round Top Campground. This existing facility is located in Cumberland 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(s), Unnamed Tributary to Plum 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 0.042 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 0.012 XXX 0.038 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 MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 Ammonia-Nitrogen May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0 Total Phosphorus Report XXX XXX 1.5 XXX 3.0 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.
PA0247910, Sewage, SIC Code 4952, Bethel Township Municipal Authority Berks County, PO Box 274, Bethel, PA 19507-0024. Facility Name: Bethel Township Frystown STP. This existing facility is located in Bethel Township, Berks 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(s), Little Swatara Creek, is located in State Water Plan watershed 7-D and is classified for Cold 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 0.0724 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 15 24
Wkly AvgXXX 25 40 50 BOD5 Raw Sewage Influent Report Report XXX Report XXX XXX Total Suspended Solids Raw Sewage Influent Report Report XXX Report XXX XXX Total Suspended Solids 18 27
Wkly AvgXXX 30 45 60 Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 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.
PA0247677, Sewage, SIC Code 4952, East Waterford Sewer Authority Juniata County, 12988 Rt 75 S Suite 1, Honey Grove, PA 17035. Facility Name: East Waterford STP. This existing facility is located in Tuscarora Township, Juniata 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(s), Tuscarora Creek, is located in State Water Plan watershed 12-B and is classified for Cold 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
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 Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6 CBOD5 4.2 6.7
Wkly AvgXXX 25 40 50 BOD5 Raw Sewage Influent Report Report XXX Report XXX XXX Total Suspended Solids Raw Sewage Influent Report Report XXX Report XXX XXX Total Suspended Solids 5.0 7.5
Wkly AvgXXX 30 45 60 Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 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.
PA0020885 A-3, Sewage, SIC Code 4952, Mechanicsburg Borough, 36 W Allen Street, Mechanicsburg, PA 17055. Facility Name: Mechanicsburg WWTP. This existing facility is located in Mechanicsburg Borough, Cumberland County.
Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Conodoguinet Creek, is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The amendment revises the Chesapeake Bay Tributary Strategy Implementation interim milestone dates. The final compliance date is not affected.
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.
Southwest Regional Office: Regional Manager, Clean Water, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000PA0005037-A1, SIC Code 4911, EME Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748-8009. Facility Name: EME Homer City Generating Station. This existing facility is located in Center Township, Indiana County.
Description of Existing Activity: The application is to amend the NPDES permit for discharges associated with the proposed coal combustion waste landfill expansion.
The receiving streams are an Unnamed Tributary of Blacklick Creek and an Unnamed Tributary of Muddy Run located in State Water Plan watershed 18-D, classified as Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 004 are based on an average flow of 0.32 MGD.
Mass (lb/day) Concentration (mg/l) Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) 0.32 Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30 100 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.72 XXX Total Arsenic—Interim XXX XXX XXX Report Report XXX Total Arsenic—Final XXX XXX XXX 0.010 0.016 XXX Total Boron—Interim XXX XXX XXX Report Report XXX Total Boron—Final XXX XXX XXX 1.60 2.49 XXX Total Cadmium—Interim XXX XXX XXX Report Report XXX Total Cadmium—Final XXX XXX XXX 0.00025 0.00040 XXX Dissolved Iron—Interim XXX XXX XXX 2.0 4.0 XXX Dissolved Iron—Final XXX XXX XXX 0.19 0.30 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX 2.0 4.0 XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX Total Nickel—Interim XXX XXX XXX Report Report XXX Total Nickel—Final XXX XXX XXX 0.052 0.080 XXX Total Thallium—Interim XXX XXX XXX Report Report XXX Total Thallium—Final XXX XXX XXX 0.00024 0.00038 XXX The proposed effluent limits for Outfall 013 are based on a design flow of varied 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 Total Dissolved Solids XXX XXX XXX Report Report XXX Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.75 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX Report Report XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX The proposed effluent limits for Internal Outfall 020 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 100 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.72 XXX Total Arsenic—Interim XXX XXX XXX Report Report XXX Total Arsenic—Final XXX XXX XXX 0.010 0.016 XXX Total Boron—Interim XXX XXX XXX Report Report XXX Total Boron—Final XXX XXX XXX 1.60 2.49 XXX Total Cadmium—Interim XXX XXX XXX Report Report XXX Total Cadmium—Final XXX XXX XXX 0.00025 0.00040 XXX Dissolved Iron—Interim XXX XXX XXX 2.0 4.0 XXX Dissolved Iron—Final XXX XXX XXX 0.19 0.30 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX 2.0 4.0 XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX Total Nickel—Interim XXX XXX XXX Report Report XXX Total Nickel—Final XXX XXX XXX 0.052 0.080 XXX Total Thallium—Interim XXX XXX XXX Report Report XXX Total Thallium—Final XXX XXX XXX 0.00024 0.00038 XXX The proposed effluent limits for Outfall 029 are based on a design flow of varied 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 Total Dissolved Solids XXX XXX XXX Report Report XXX Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.75 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX Report Report XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX The proposed effluent limits for Outfall 030 are based on a design flow of varied 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 Total Dissolved Solids XXX XXX XXX Report Report XXX Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.75 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX Report Report XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX The proposed effluent limits for Outfall 031 are based on a design flow of varied 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 Total Dissolved Solids XXX XXX XXX Report Report XXX Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.75 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX Report Report XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX The proposed effluent limits for Outfall 032 are based on a design flow of varied 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 Total Dissolved Solids XXX XXX XXX Report Report XXX Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.75 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX Report Report XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX The proposed effluent limits for Outfall 033 are based on a design flow of varied 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 Total Dissolved Solids XXX XXX XXX Report Report XXX Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.75 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX Report Report XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX The proposed effluent limits for Internal Outfall 113 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 100 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.72 XXX Total Arsenic—Interim XXX XXX XXX Report Report XXX Total Arsenic—Final XXX XXX XXX 0.010 0.016 XXX Total Boron—Interim XXX XXX XXX Report Report XXX Total Boron—Final XXX XXX XXX 1.60 2.49 XXX Total Cadmium—Interim XXX XXX XXX Report Report XXX Total Cadmium—Final XXX XXX XXX 0.00025 0.00040 XXX Dissolved Iron—Interim XXX XXX XXX 2.0 4.0 XXX Dissolved Iron—Final XXX XXX XXX 0.19 0.30 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX 2.0 4.0 XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX Total Nickel—Interim XXX XXX XXX Report Report XXX Total Nickel—Final XXX XXX XXX 0.052 0.080 XXX Total Thallium—Interim XXX XXX XXX Report Report XXX Total Thallium—Final XXX XXX XXX 0.00024 0.00038 XXX The proposed effluent limits for Internal Outfall 129 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 100 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.72 XXX Total Arsenic—Interim XXX XXX XXX Report Report XXX Total Arsenic—Final XXX XXX XXX 0.010 0.016 XXX Total Boron—Interim XXX XXX XXX Report Report XXX Total Boron—Final XXX XXX XXX 1.60 2.49 XXX Total Cadmium—Interim XXX XXX XXX Report Report XXX Total Cadmium—Final XXX XXX XXX 0.00025 0.00040 XXX Dissolved Iron—Interim XXX XXX XXX 2.0 4.0 XXX Dissolved Iron—Final XXX XXX XXX 0.19 0.30 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX 2.0 4.0 XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX Total Nickel—Interim XXX XXX XXX Report Report XXX Total Nickel—Final XXX XXX XXX 0.052 0.080 XXX Total Thallium—Interim XXX XXX XXX Report Report XXX Total Thallium—Final XXX XXX XXX 0.00024 0.00038 XXX The proposed effluent limits for Outfall 213 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum XXX XXX XXX Report Report XXX Total Iron XXX XXX XXX Report Report XXX Total Manganese XXX XXX XXX Report Report XXX The proposed effluent limits for Internal Outfall 313 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum XXX XXX XXX Report Report XXX Total Iron XXX XXX XXX Report Report XXX Total Manganese XXX XXX XXX Report Report XXX The proposed effluent limits for Internal Outfall 413 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 100 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.72 XXX Total Arsenic—Interim XXX XXX XXX Report Report XXX Total Arsenic—Final XXX XXX XXX 0.010 0.016 XXX Total Boron—Interim XXX XXX XXX Report Report XXX Total Boron—Final XXX XXX XXX 1.60 2.49 XXX Total Cadmium—Interim XXX XXX XXX Report Report XXX Total Cadmium—Final XXX XXX XXX 0.00025 0.00040 XXX Dissolved Iron—Interim XXX XXX XXX 2.0 4.0 XXX Dissolved Iron—Final XXX XXX XXX 0.19 0.30 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX 2.0 4.0 XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX Total Nickel—Interim XXX XXX XXX Report Report XXX Total Nickel—Final XXX XXX XXX 0.052 0.080 XXX Total Thallium—Interim XXX XXX XXX Report Report XXX Total Thallium—Final XXX XXX XXX 0.00024 0.00038 XXX The proposed effluent limits for Internal Outfall 513 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum XXX XXX XXX Report Report XXX Total Iron XXX XXX XXX Report Report XXX Total Manganese XXX XXX XXX Report Report XXX The proposed effluent limits for Internal Outfall 613 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum XXX XXX XXX Report Report XXX Total Iron XXX XXX XXX Report Report XXX Total Manganese XXX XXX XXX Report Report XXX The proposed effluent limits for Internal Outfall 713 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum XXX XXX XXX Report Report XXX Total Iron XXX XXX XXX Report Report XXX Total Manganese XXX XXX XXX Report Report XXX The proposed effluent limits for Internal Outfall 813 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 60 XXX Total Aluminum XXX XXX XXX Report Report XXX Total Iron XXX XXX XXX Report Report XXX Total Manganese XXX XXX XXX Report Report XXX The proposed effluent limits for Internal Outfall 913 are based on a design flow of varied 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 Total Suspended Solids XXX XXX XXX 30 100 XXX Total Dissolved Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX 15 20 30 Total Aluminum—Interim XXX XXX XXX Report Report XXX Total Aluminum—Final XXX XXX XXX 0.48 0.72 XXX Total Arsenic—Interim XXX XXX XXX Report Report XXX Total Arsenic—Final XXX XXX XXX 0.010 0.016 XXX Total Boron—Interim XXX XXX XXX Report Report XXX Total Boron—Final XXX XXX XXX 1.60 2.49 XXX Total Cadmium—Interim XXX XXX XXX Report Report XXX Total Cadmium—Final XXX XXX XXX 0.00025 0.00040 XXX Dissolved Iron—Interim XXX XXX XXX 2.0 4.0 XXX Dissolved Iron—Final XXX XXX XXX 0.19 0.30 XXX Total Iron—Interim XXX XXX XXX Report Report XXX Total Iron—Final XXX XXX XXX 1.50 2.34 XXX Total Manganese—Interim XXX XXX XXX 2.0 4.0 XXX Total Manganese—Final XXX XXX XXX 0.64 1.00 XXX Total Nickel—Interim XXX XXX XXX Report Report XXX Total Nickel—Final XXX XXX XXX 0.052 0.080 XXX Total Thallium—Interim XXX XXX XXX Report Report XXX Total Thallium—Final XXX XXX XXX 0.00024 0.00038 XXX In addition, the permit contains the following major special conditions:
• Toxics Reduction Evaluation
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.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481PA0025569, Sewage, SIC Code 4952, Slippery Rock Municipal Authority, PO Box 157, Slippery Rock, PA 16057-0157. Facility Name: Slippery Rock STP. This existing facility is located in Slippery Rock Borough, Butler County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Sewage with the addition of water treatment reject and backwash wastewater, and an additional new discharge of water treatment backwash wastewater.
The receiving streams, the Slippery Rock Creek and an Unnamed Tributary to the Slippery Rock Creek, are located in State Water Plan watershed 20-C and are classified for Cold 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 1.2 MGD.
Loadings (lbs/day) Concentrations (mg/l) Parameters Monthly
Average
Weekly
Average
Minimum Monthly
Average
Weekly
Average
Instantaneous
MaximumFlow (MGD) Report Report
Max. DailyCBOD5 250 400 25 40 50 Total Suspended Solids 300 450 30 45 60 Ammonia-Nitrogen (05/01-10/31) 120 12 24 (11/01 - 04/30) 240 24 50 Fecal Coliform Geo Mean (05/01 - 09/30) 200 1,000 (10/01 - 04/30) 2,000 10,000 Total Residual Chlorine 0.5 1.6 pH 6.0 9.0 The proposed limits for Internal Monitoring Point (IMP) 101 are based on a design flow of 0.19 MGD.
Loadings (lbs/day) Concentrations (mg/l) Parameters Monthly
Average
Weekly
Average
Minimum Monthly
Average
Daily
Maximum
Instantaneous
Maximum
Flow (MGD) Report Total Suspended Solids 30 60 75 Total Dissolved Solids 5,000* Report Report Report Total Iron 2.0 4.0 5.0 Total Aluminum 4.0 8.0 10.0 Total Manganese 1.0 2.0 2.5 Hardness (as CaCO3) Report Report Report Total Residual Chlorine 0.5 1.0 1.25 pH 6.0 9.0 * - Annual Average Mass Loading
The proposed limits for Internal Monitoring Point (IMP) 106 are based on a design flow of 0.01 MGD.
Loadings (lbs/day) Concentrations (mg/l) Parameters Monthly
Average
Weekly
Average
Minimum Monthly
Average
Daily
Maximum
Instantaneous
MaximumFlow (MGD) Report Total Suspended Solids 30 60 75 Total Dissolved Solids Report Report Report Total Iron 2.0 4.0 5.0 Total Aluminum 4.0 8.0 10.0 Total Manganese 1.0 2.0 2.5 Hardness (as CaCO3) Report Report Report Total Residual Chlorine 0.5 1.0 1.25 pH 6.0 9.0 The proposed effluent limits for Outfall 002 are based on a design flow of 1.2 MGD.
Loadings (lbs/day) Concentrations (mg/l) Parameters Monthly
Average
Weekly
Average
Monthly
Average
Weekly
Average
Instantaneous
Maximum
Flow (MGD) Report Report Max. Daily CBOD5 25 50 Total Suspended Solids 30 60 Ammonia-Nitrogen (05/01 - 10/31) 1.5 3.0 (11/01 - 04/30) 4.5 9.0 Fecal Coliform Geo Mean (05/01 - 09/30) 200 1,000 (10/01 - 04/30) 2,000 10,000 Total Copper Report Report Total Residual Chlorine 0.15 0.49 pH Within limits of 6.0 to 9.0 standard units at all times In addition, the permit contains the following major special conditions:
• Requirement to Use eDMR System
• Emergency Outfall 002
• Solids Management
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.
The EPA Waiver is not in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law
IV. NPDES Applications for Stormwater Discharges from MS4
V. Applications for NPDES Waiver Stormwater Discharges from MS4
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI01
5107002-RPenrose Park Associates, LP 1750 Walton Road
Blue Bell, PA 19422-0465Philadelphia City of Philadelphia Schuylkill River (WWF-MF) PAI01
151207Emanuel Stoltzfus
282 Mount Pleasant Road
Honey Brook, PA 19344Chester Honey Brook Township West Branch Brandywine Creek (HQ-TSF) Southcentral Region: Watershed Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110
Permit # Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI030611005 Quaker Hill Development Co. 4339 Morgantown Road Mohnton, PA 19540 Berks Robeson Twp. UNT to Beaver Run/ HQ-CWF Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701
Lycoming County Conservation District: 542 County Farm Road Suite 202, Montoursville, PA 17754, (570) 433-3003
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI044112001 Centura Development
Company Inc
Water Tower Sq
1000 Commerce Park Dr Williamsport PA 17701Lycoming Old Lycoming Township Lycoming Creek HQ-EV Union County Conservation District: Union County Government Center, 155 North 15th Street, Lewisburg, PA 17837, (570) 524-3860
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI046007001R Donald Hower
69 Maple St
Mifflinburg PA 17844Union West Buffalo Township Rapid Run HQ Southwest Region: Waterways & Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Somerset County Conservation District, 6024 Glades Pike Rd, Suite 103, Somerset, PA 15501 (814) 445-4352
Permit No. Applicant &
AddressCounty Municipality Stream Name PAI055611007 Kantner Iron & Steel, Inc.
c/o John Toth
365 Bassett Road
Hooversville, PA 15936Somerset Quemahoning Township Stonycreek River (TSF) Beaver Dam Creek (HQ-CWF)
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs PAG-13 Stormwater Discharges from MS4
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