NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, actions and special notices
APPLICATIONS
[41 Pa.B. 5393]
[Saturday, October 8, 2011]
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: 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?PA0084115
(Sew)All American Properties
PO Box 302
Bethel, PA 19507Dauphin County
Reed TownshipSusquehanna River / 6-C Y PA0087165
(IW)Bleyer Gift Packs, LLC
80 Voice Road
Carle Place, NY 11514-1500Huntingdon County
Mount Union BoroughJuniata River / 12-C 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?PA0228249
(Sewage)Eagle Creek LLC
South Eagle Valley Road
Julian, PA 16844Centre County
Union TownshipBald Eagle Creek (9-C) Y PA0029831
(Sewage)Sullivan County School District Wastewater Treatment Plant
PO Box 346
Dushore, PA 18614-0346Sullivan County
Laporte BoroughUnnamed Tributary to Mill Creek (10-B) 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
PA0058971, Storm Water, SIC Code 3273, Eureka Stone Quarry, Inc. d/b/a JDM Materials Company, 851 County Line Road, Huntingdon Valley, PA 19006-1111. Facility Name: JDM Materials Langhorne Batch Plant. This existing facility is located in Middletown Township, Bucks 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, Mill Creek, is located in State Water Plan watershed 2E 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 an average storm water flow.
Mass (lb/day) Concentration (mg/l) Average Daily Instant. Annual Daily Instant. Parameters Monthly Maximum Minimum Average Maximum Maximum pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 50 100 100 Oil and Grease XXX XXX XXX Report XXX Report The proposed effluent limits for Outfall 002 are based on an average storm water flow.
Mass (lb/day) Concentration (mg/l) Average Daily Instant. Annual Daily Instant. Parameters Monthly Maximum Minimum Average Maximum Maximum pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 50 100 100 Oil and Grease XXX XXX XXX Report XXX Report In addition, the permit contains the following major special conditions:
1. Remedial Measures
2. Small Stream Discharge
3. Change of Ownership
4. Proper Sludge Disposal
5. Laboratory Certification
6. Implement BMPs
7. Stormwater Outfall 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.
PA0054151, SIC Code 4952, Joseph L. Kennedy, 7 College View, Malvern, PA 19355. Facility Name: Kennedy SRSTP. This existing facility is located in East Whiteland Township, Chester 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, Unnamed tributary to Ridley Creek, is located in State Water Plan watershed 3-G and is classified for high quality trout stocking fishery, 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) Average Instant Average Instant. Parameters Monthly Minimum Monthly Maximum Flow (GPD) Report XXX 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 CBOD5 XXX XXX XXX 10 XXX 20 Total Suspended Solids XXX XXX XXX 20 XXX 40 Fecal Coliform (CFU/100 ml) XXX XXX XXX 200
Geo MeanXXX XXX In addition, the permit contains the following major special conditions:
1. AMR to DEP
2. Abandon STP when Municipal Sewers Available
3. Remedial Measures if Unsatisfactory Effluent
4. No Stormwater
5. Acquire Property Rights
6. Change of Ownership
7. Proper Sludge Disposal
8. Laboratory Certification
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.PA0021571, Sewage, SIC Code 4952, Marysville Borough, 200 Overcrest Road, Marysville, PA 17053. Facility Name: Marysville STP. This existing facility is located in Marysville Borough, Perry 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), Susquehanna River, is located in State Water Plan watershed 7-A 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 proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Weekly Instant. Parameters Monthly Maximum Minimum Monthly Average Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH 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 260 417
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 312 469
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 Ammonia-Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus 20 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) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen (Interim) Report Report Net Total Nitrogen (Final) Report 22,831 Net Total Phosphorus (Interim) Report Report Net Total Phosphorus (Final) Report 3,044 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
* The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2012. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, November 28, 2013. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2012.
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2011.
In addition, the permit contains the following major special conditions:
• Combined Sewer Overflows
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.
PA0021636, Sewage, SIC Code 4952, Fleetwood Borough, 110 W Arch Street, Fleetwood, PA 19522-1324. Facility Name: Fleetwood Borough STP. This existing facility is located in Richmond Township, Berks County.
Description of Existing Activity: The application is for NPDES permit for an existing discharge of treated Sewage.
The receiving stream(s), Willow Creek, is located in State Water Plan watershed 3-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 0.7 MGD.
Mass (lb/day) Concentration (mg/l) Weekly Weekly Average Weekly Instant. Parameters Monthly Average Minimum Monthly Average Maximum Flow (MGD) Report Report
Daily MaxXXX 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 (Interim) XXX XXX XXX 0.17 XXX 0.55 Total Residual Chlorine (Final) XXX XXX XXX 0.008 XXX 0.026 CBOD5 May 1 - Oct 31 81 128 XXX 14 22 30 Nov 1 - Apr 30 146 233 XXX 25 40 50 BOD5 Raw Sewage Influent Report XXX XXX Report XXX XXX Total Suspended Solids Raw Sewage Influent Report XXX XXX Report XXX XXX Total Suspended Solids 175 262 XXX 30 45 60 Total Dissolved Solids Report XXX XXX 1,000 XXX XXX Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX XXX Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX XXX Ammonia-Nitrogen May 1 - Oct 31 8 XXX XXX 1.4 XXX 2.8 Nov 1 - Apr 30 24 XXX XXX 4.2 XXX 8.4 Total Phosphorus Report XXX XXX Report XXX XXX Total Copper (Interim) Report XXX XXX Report XXX XXX Total Copper (Final) 0.14 XXX XXX 0.024 XXX 0.048 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.
PA0038415 A-3, Sewage, SIC Code 4952, East Pennsboro Township, 98 South Enola Drive, Enola, PA 17025. Facility Name: East Pennsboro Township STP. This existing facility is located in East Pennsboro Township, 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 War Water Fishes, 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 design flows of 3.7 MGD (interim) or 4.4 MGD (final).
Mass (lb/day) Concentration (mg/l) Average Daily Average Weekly Instant. Parameters Monthly Maximum Minimum Monthly Average 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 (Interim) XXX XXX XXX 0.5 XXX 1.6 Total Residual Chlorine (Final) XXX XXX XXX .45 XXX 1.48 CBOD5 (Interim) 771 1,234
Wkly AvgXXX 25 40 50 CBOD5 (Final) 917 1,467
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 (Interim) 925 1,388
Wkly AvgXXX 30 45 60 Total Suspended Solids (Final) 1,100 1,651
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 Ammonia-Nitrogen May 1 - Oct 31 (Interim) 138 XXX XXX 4.5 XXX 9.0 Nov 1 - Apr 30 (Interim) 370 XXX XXX 12 XXX 24 May 1 - Oct 31 (Final) 165 XXX XXX 4.5 XXX 9.0 Nov 1 - Apr 30 (Final) 440 XXX XXX 12 XXX 24 Total Phosphorus 61 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) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen (Interim) Report Report Net Total Nitrogen (Final) Report 72,206 Net Total Phosphorus (Interim) Report Report Net Total Phosphorus (Final) Report 9,589 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
* The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2012. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2013. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2012.
** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2011.
In addition, the permit contains the following major special conditions:
• 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 717-705-4732.
The EPA Waiver is not in effect.
Northcentral Regional Office: Regional Water Management Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.3664.PA0007455, SIC Code 3724, Lycoming Engines, 652 Oliver Street, Williamsport, PA 17701-4410. Facility Name: Lycoming Engines. This existing facility is located in Williamsport City, Lycoming County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial wastewater.
The receiving stream(s), Lycoming Creek, is located in State Water Plan watershed 10-A and is classified for Exceptional Value, 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 0.009 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids Report Report XXX 30 60 75 Total Dissolved Solids Report Report XXX Report Report XXX Oil and Grease Report Report XXX 15 XXX 30 Total Cadmium 0.01 0.02 XXX 0.17 0.34 0.42 Hexavalent Chromium 0.01 0.03 XXX 0.21 0.42 0.53 Total Chromium Report Report XXX 1.71 2.77 4.28 Total Copper 0.07 0.15 XXX 1.0 2.0 2.5 Total Cyanide Report Report XXX 0.65 1.20 1.63 Total Lead 0.01 0.02 XXX 0.15 0.30 0.38 Total Nickel Report Report XXX 2.38 3.98 5.95 Total Silver 0.007 0.01 XXX 0.10 0.20 0.25 Total Zinc Report Report XXX 1.48 2.61 3.70 Total Toxic Organics XXX XXX XXX XXX 2.13 XXX Trichloroethylene XXX Report XXX XXX 0.20 0.30 The proposed effluent limits for Outfall 003 are based on a design flow of 0.041 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH XXX XXX 6.0 XXX XXX 9.0 Trichloroethylene XXX 0.02 XXX XXX 0.06 0.09 The proposed effluent limits for Outfall 004 are based on a design flow of 0.808 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH XXX XXX 6.0 XXX XXX 9.0 Trichloroethylene XXX Report XXX XXX 0.01 0.015 The proposed effluent limits for Outfall 005 are based on a design flow of 0.071 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH XXX XXX 6.0 XXX XXX 9.0 Total Chromium Report Report XXX 1.71 2.77 4.28 Total Zinc 0.59 1.18 XXX 1.0 2.0 2.5 Trichloroethylene XXX Report XXX XXX 0.20 0.30 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) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
PA0234095, SIC Code 3341, CMPC Transition LLC, 181 West Madison Street, Chicago, IL 60602-4510. Facility Name: Cerro Metals—North Yard Groundwater Extraction and Treatment System. This proposed facility is located in Spring Township, Centre County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated groundwater.
The receiving stream(s), Logan Branch, is located in State Water Plan watershed 9-C and is classified for High Quality—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 0.072 MGD.
Mass (lb/day) Concentration Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.5 XXX XXX 9.0 Total Suspended Solids (mg/L) XXX XXX XXX 10 20 25 Oil and Grease (mg/L) XXX XXX XXX 10 20 25 1,2,4-Trimethylbenzene (µg/L) XXX XXX XXX 0.09 0.09 0.09 1,3,5-Trimethylbenzene (µg/L) XXX XXX XXX 0.05 0.05 0.05 Benzo(a)Pyrene (µg/L) XXX XXX XXX 10 10 10 3,4-Benzofluoranthene (µg/L) XXX XXX XXX 10 10 10 Carbon Tetrachloride (µg/L) XXX XXX XXX 0.02 0.02 0.02 1,1,1-Trichloroethane (µg/L) XXX XXX XXX 0.04 0.04 0.04 Bis(2-Ethylhexyl)Phthalate (µg/L) XXX XXX XXX 10 10 10 cis-1,2-Dichloroethylene (µg/L) XXX XXX XXX 0.06 0.06 0.06 Tetrachloroethylene (µg/L) XXX XXX XXX 0.05 0.05 0.05 Trichloroethylene (µg/L) XXX XXX XXX 0.02 0.02 0.02 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
PA0009024, Industrial Waste, SIC Code 3339, Global Tungsten & Powders Corp, Hawes Street, Towanda, PA 18848. Facility Name: Global Tungsten & Powders Corp. This existing facility is located in North Towanda Township, Bradford County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste.
The receiving stream(s), Unnamed Tributary to Susquehanna River, is located in State Water Plan watershed 4-C 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 0.894 MGD and are as follows:
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids 285 582 XXX Report Report 99 Total Dissolved Solids XXX 135,790 XXX Report Report XXX Oil and Grease XXX XXX XXX 15 XXX 30 Ammonia-Nitrogen 3,097 1,363 XXX Report Report 469 Total Arsenic 5.7 14.3 XXX Report Report 2.5 Total Cadmium 0.72 1.1 XXX 0.10 0.15 0.25 Total Cobalt 12.5 28.4 XXX Report Report 4.3 Total Copper 5.0 12.9 XXX Report Report 2.2 Fluoride 183 332 XXX Report Report 63 Total Lead 1.1 2.6 XXX Report Report 0.38 Total Molybdenum 228 456 XXX Report Report 79 Total Nickel 15.8 35.5 XXX Report Report 5.5 Total Selenium 2.2 5.5 XXX Report Report 0.8 Total Tantalum 3.4 3.4 XXX Report Report 1.2 Total Tungsten 463 1,041 XXX Report Report 161 Total Zinc 4.4 11.1 XXX Report Report 1.9 The proposed effluent limits for Outfall 002 are as follows:
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Dissolved Solids XXX 12,195 XXX Report Report XXX Oil and Grease XXX XXX XXX 15 XXX 30 Ammonia-Nitrogen XXX Report XXX XXX Report XXX Total Copper XXX Report XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX XXX 7.0 Total Molybdenum XXX Report XXX XXX Report XXX Total Nickel XXX Report XXX XXX Report XXX Total Zinc XXX Report XXX XXX Report XXX The proposed effluent limits for Outfall 003 are as follows:
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Dissolved Solids XXX 1,599 XXX Report Report XXX Oil and Grease XXX XXX XXX 15 XXX 30 Ammonia-Nitrogen XXX Report XXX XXX Report XXX Total Copper XXX Report XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX XXX 7.0 Total Molybdenum XXX Report XXX XXX Report XXX Total Nickel XXX Report XXX XXX Report XXX Total Zinc XXX Report XXX XXX Report XXX The proposed effluent limits for Outfall 004 are as follows:
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Dissolved Solids XXX 1,921 XXX Report Report XXX Oil and Grease XXX XXX XXX 15 XXX 30 Ammonia-Nitrogen XXX Report XXX XXX Report XXX Total Copper XXX Report XXX XXX Report XXX Dissolved Iron XXX XXX XXX XXX XXX 7.0 Total Molybdenum XXX Report XXX XXX Report XXX Total Nickel XXX Report XXX XXX Report XXX Total Zinc XXX Report XXX XXX Report XXX 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) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen (Interim) Report Report Net Total Nitrogen (Final) Report 600,515 Net Total Phosphorus (Interim) Report Report Net Total Phosphorus (Final) Report 1,577 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.
Mass (lbs) Concentration (mg/l) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen Report Report Net Total Phosphorus Report Report The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 003.
Mass (lbs) Concentration (mg/l) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen Report Report Net Total Phosphorus Report Report The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 004.
Mass (lbs) Concentration (mg/l) Monthly Parameters Monthly Annual Minimum Average Maximum Ammonia—N Report Report Report Kjeldahl—N Report Report Nitrate-Nitrite as N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen Report Report Net Total Phosphorus Report Report * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
* The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2011. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2012. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2011.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is not in effect.
PA0228443, CAFO (SIC #0241), Paul Dotterer & Sons, Inc., 408 Kryder Road, Mill Hall, PA 17751.
This proposed facility is located in Porter Township, Clinton County.
Description of Proposed Activity: This is an existing dairy operation in multiple barns at three locations; the main facility (south of Kryder Road) houses the milking and dry cows in 6 barns; the heifer facility (north of main facility and Kryder Road) houses heifers in 4 barns; the calf facility (on Heltman Road) houses all calves in one barn. Manure is handled primarily as a liquid. The system reuses wash water to flush alleys. Solids and sand are separated out of the slurry and stacked separately. Calf manure is handled as a solid. All manure is spread on farms associated with Dotterer. No exporting of manure. This is for an increase from 1,378 AEUs to 2,155 AEUs on this operation.
The receiving stream, UNT to Cedar Run is in the State Water Plan watershed #9C and is classified for: HQ-CWF.
The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR federal effluent limitation guidelines is required. The permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; 412-442-4000PA0013820, Industrial Waste, SIC Code 3312, Allegheny Ludlum Steel Corp, 100 River Road, Brackenridge, PA 15014-1537. Facility Name: Allegheny Ludlum Brackenridge Plant. This existing facility is located in Harrison Township, Allegheny County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial waste, a proposed addition of a hot rolling processing facility wastewater discharge, non-contact cooling water discharges, and storm water runoff.
The receiving stream(s), the Allegheny River is located in State Water Plan watershed 18-A 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 variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) XXX Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX Monitor & Report
XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Manganese XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 002 are based on a design flow of 3.85 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Suspended Solids XXX XXX XXX 30 60 XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX XXX Monitor & Report
XXX Total Manganese XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 003 are based on a design flow of 12.6 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Suspended Solids XXX XXX XXX Monitor & Report
XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Oil and Grease XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX Monitor & Report
XXX Total Manganese XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 004 are based on a design flow of 1.0 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Dissolved Solids XXX XXX XXX Monitor & Report
XXX Nitrate-Nitrite as N XXX XXX XXX Monitor & Report
XXX Total Magnesium XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 005 are based on a design flow of 13 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Temperature (°F) XXX XXX XXX Monitor & Report
110 XXX Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 007 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Total Iron XXX XXX XXX XXX Monitor & Report
XXX Total Zinc XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 008 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 102 are based on a design flow of 2.85 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids 1260 3142 XXX 15 40 50 Oil and Grease 243 983 XXX Monitor & Report
10 12.5 Ammonia-Nitrogen 1193 2702 XXX 58.6 133.3 167 Total Cyanide 2.55 5.99 XXX 0.12 0.29 0.36 Fluoride 552 1225 XXX 26.4 59.5 74.4 Total Iron XXX XXX XXX 0.61 1.20 1.5 Total Lead (MGD) 4.1 8.54 XXX 0.20 0.42 0.53 Total Titanium XXX XXX XXX 0.41 0.94 1.18 Total Zinc 12.48 29.6 XXX 0.61 1.46 1.83 The proposed effluent limits for Outfall 103 are based on a design flow of 27.5 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids 2723 7268 XXX 15 40 50 Oil and Grease Monitor & Report
1820 XXX Monitor & Report
10 12.5 The proposed effluent limits for Outfall 104 are based on a design flow of 0.9 MGD.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) Monitor & Report
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.5 Total Residual Chlorine XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids 698 1627 XXX 30 70 87.5 Oil and Grease 221 664 XXX 10 30 30 Total Chromium 9.29 23.2 XXX 0.4 1.0 1.25 Total Iron XXX XXX XXX 7.3 14.6 18.3 Total Nickel 6.98 19.9 XXX 0.3 0.9 1.13 Temperature (°F) XXX XXX XXX XXX 110 XXX The proposed effluent limits for Outfall 901 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 904 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX The proposed effluent limits for Outfall 908 are based on a variable storm water runoff volume.
Mass (lb/day) Concentration (mg/l) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Total Dissolved Solids XXX XXX XXX XXX Monitor & Report
XXX Outfalls 906 and 907 shall consist solely of river water intake strainer overflow. Debris collected on the strainer shall not be returned to the waterway.
In addition, the permit contains the following major special conditions:
• Discharge monitoring submission, controls of discharges of floating materials, oil, grease, scum and other substances, sludge disposal conditions, chemical additive conditions, storm water runoff conditions,
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.
PA0027570, Sewage, Western Westmoreland Municipal Authority, 12441 Route 993, N Huntingdon, PA 15642-0366. Facility Name: Brush Creek STP. This existing facility is located in North Huntingdon Township, Westmoreland 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), Brush Creek, is located in State Water Plan watershed 19-A and is classified for Trout Stocking, 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 4.4MGD.
Mass (lb/day) Concentration (mg/l) Average Weekly Average Weekly Instant. Parameters Monthly Average Minimum Monthly Average Maximum Flow (MGD) Report Report Daily Max
XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX 1.0 XXX 3.3 CBOD5 917 1376 XXX 25 37.5 50 Total Suspended Solids 1101 1651 XXX 30 45 60 Fecal Coliform (CFU/100 ml) May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1000 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo MeanXXX 10000 In addition, the permit contains the following major special conditions:
The Authority will be allowed to discharge uncontaminated storm water from the STP site through Outfalls 101 and 102.
The Authority will be allowed to discharge combined sewage through CSO Outfall 005 until such time as the sewer system tributary to CSO 005 is separated.
The EPA Waiver is not in effect.
PA0252727, Sewage, George Tharp, 18 Cherry Valley Lane, McDonald, PA 15057. Facility Name: Tharp SR STP. This existing facility is located in Mount Pleasant Township, Washington County.
Description of Existing Activity: The application is for a transfer and renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, an unnamed tributary of Cherry Run, is located in State Water Plan watershed 20-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) Average Daily Average Daily Instant. Parameters Monthly Maximum Minimum Monthly Maximum Maximum Flow (MGD) 0.0004 XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine XXX XXX XXX Report XXX Report 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 1000 Oct 1 - Apr 30 XXX XXX XXX 2000
Geo MeanXXX 10000 Ammonia-Nitrogen May 1 - Oct 31 XXX XXX XXX 12 XXX 24 Nov 1 - Apr 30 XXX XXX XXX 25 XXX 50 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 in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790
WQM Permit No. 5211403, Sewerage, Municipal Authority of the Township of Westfall, 155 Westfall Town Drive, PO Box 235, Matamoras, PA 18336.
This proposed facility is located in Westfall Township., Pike County, PA.
Description of Proposed Action/Activity: This application is for construction and operation of the Rose Lane Sewer Extension and the River's Edge Pump Station Upgrade.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701
WQM Permit No. 4111403, Sewerage [SIC 4952], Old Lycoming Area Authority, 1951 Green Avenue, Williamsport, PA 17701.
This proposed facility is located in City of Williamsport, Lycoming County.
Description of Proposed Action/Activity: Construction and operation of a wet weather flow management system consisting of a wet weather pump station and storage facility.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745
WQM Permit No. 6570201-A1, Industrial Waste, Alcoa, Inc., Alcoa Tech Ctr, 100 Tech Dr, Alcoa Ctr, PA 15069-0001
This existing facility is located in Upper Burrell Twp, Westmoreland County.
Description of Proposed Action/Activity: Application for permit amendment.
WQM Permit No. 5611403, Sewerage, Meyersdale Muni Auth, PO Box 37, 215 Main St, Room 2B, Meyersdale, PA 15552
This proposed facility is located in Meyersdale Boro, Somerset County.
Description of Proposed Action/Activity: Application for the construction and operation of a sewer system.
WQM Permit No. WQG026133, Sewerage, Central Indiana County Jt. Sani. Auth., 603 S. Main St. Ext., Homer City, PA 15748
This proposed facility is located in Center Twp., Indiana County.
Description of Proposed Action/Activity: Application for the construction and operation of a sewer system.
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
091104PA Department of Transportation
District 6-0
7000 Geerdes Boulevard
King of Prussia, PA 19406Bucks Bensalem, Bristol and Tullytown Boroughs Otter Creek, Adams Hollow Creek, unnamed Tributary Delaware River, Silver Lake, Delaware Canal and Delaware River South Watershed (WWF-MF-EV) Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790
Lehigh County Conservation District: Lehigh Ag. Ctr. Ste. 102, 4184 Dorney Park Road, Allentown, PA 18104, 610-391-9583.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023911010 City of Allentown
Richard Young
641 S. 10th St., 3rd Floor
Allentown, PA 18103Lehigh City of Allentown Lehigh River, TSF, MF; UNT to Lehigh River, CWF, MF; Jordan Creek, TSF, MF PAI023911002 Mukesh Kadhiwala
2160 Golden Key Rd.
Kutztown, PA 18104Lehigh Upper Macungie Township Cedar Creek, HQ-CWF, MF; Tributary to the Little Lehigh Creek, HQ-CWF, MF Wayne County Conservation District: 648 Park Street, Honesdale, PA 18431, 570-253-0930.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI026411003 Aqua Pennsylvania, Inc.
1775 North Main St.
Honesdale, PA 18431Wayne Paupack and Lake Townships Purdy Creek, HQ-CWF, MF Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110
Permit No. Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI032111008 RAYS Hospitality LLC
1 Foxfield Court
Mechanicsburg, PA 17050Cumberland Middlesex Township Letort Spring Run/HQ-CWF PAI032106001R Eastern Development and Planning, Inc.
7300 Derry Street
Harrisburg, PA 17111Cumberland South Middleton Township Letort Spring Run / EV PAI034411001 Church of God in Christ Mennonite, Living Springs Congregation
602 River Road
McVeytown, PA 17051Mifflin Bratton Township Tributary #12669 to the Juniata River/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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