NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 1884]
[Saturday, April 21, 2007]
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 related to 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 (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
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 a tentative determination 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 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 an NPDES application are invited to submit a Statement to the regional office noted before an application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a Statement to the regional 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. Comments 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 a public hearing 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 #)EPA Waived Y/N ? PA0033740 Whispering Hollow South Mobile Home Park
Sewage Treatment Facility
139 Country Club Road
Northampton, PA 18067-9802
Allen Township
NorthamptonHokendaqua Creek
2CY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0083267
(IW)Butler Manufacturing Company
400 North Weaber Street
Annville, PA 17003-1103
Lebanon County
Annville TownshipQuittaphilla Creek
7-DY PA0021776
(SEW)Fairfield Municipal Authority
P. O. Box 705
180 Walter Street Ext.
Fairfield, PA 17320Adams County
Hamiltonban TownshipSpring Run
13-DY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived Y/N ? PA0027359
IWDanville Municipal Authority
12 West Market Street
Danville, PA 17821
Montour County
Danville BoroughSusquehanna River
5EY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
PA-0029289, Sewage, Borough of Stroudsburg, 700 Sarah Street, Stroudsburg, PA 18360. This proposed facility is located in Stroudsburg Borough, Monroe County.
Description of Proposed Activity: Renewal of NPDES Permit.
The receiving stream, McMichael Creek, is in the State Water Plan Watershed No. 1E and is classified for HQ-CWF. The nearest downstream public water supply intake for City of Easton is located on Delaware River over 25 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 2.5 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 10 20 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1.0 2.3 In addition to the effluent limits, the permit contains the following major special conditions:
1. Whole Effluent Toxicity Testing.
PA0070394, Industrial Waste, SIC Code 4953, Herceg Landfill, 539 Roundtable Drive, Nazareth, PA 18064. This existing facility is located in Bushkill Township, Northampton County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated leachate from a closed sanitary landfill.
The receiving stream, a UNT to East Branch Monocacy Creek, is in the State Water Plan Watershed No. 02C and is classified for the following uses: HQ-CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Keystone Water Company is located on the Delaware River approximately 65 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.025 mgd are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum NH3-N 4.9 10 12 pH 6.0 to 9.0 standard units at all times
BOD5 37 140 TSS 27 88 Alpha-Terpineol 0.016 0.033 0.040 Benzoic Acid 0.071 0.12 0.18 p-Cresol 0.014 0.025 0.035 Phenol 0.015 0.026 0.038 Zinc 0.11 0.20 0.28 Fecal Coliform 200/100 ml as a geometric average The EPA waiver is in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0046221, Sewage, Newville Borough Water and Sewer Authority, 99 Cove Alley, Newville, PA 17241. This facility is located in Newville Borough, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Big Spring Creek, is in Watershed 7-B and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is located on the Conodoguinet Creek, approximately 19.9 miles downstream. The discharge is not expected to affect the water supply.
The proposed Interim effluent limits for Outfall 001 for a design flow of 0.35 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N Monitor and Report Total Residual Chlorine 0.5 1.6 Total Phosphorus 1.0 2.0 Total Phosphorus Monitor lbs per year annual and lbs per month
Total Nitrogen Monitor lbs per year annual and lbs per month
Net Total Phosphorus Monitor lbs per year annual and lbs per month
Net Total Nitrogen Monitor lbs per year annual and lbs per month
TKN Monitor NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average The proposed Final effluent limits for Outfall 001 for a design flow of 0.35 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 18 36 (11-1 to 4-30) Monitor and Report Total Residual Chlorine 0.5 1.6 Total Phosphorus 1.0 2.0 Total Phosphorus Monitor lbs per year annual and lbs per month
Total Nitrogen Monitor lbs per year annual and lbs per month
Net Total Phosphorus 7,306 lbs per year annual and lbs per month
Net Total Nitrogen 799 lbs per year annual and lbs per month
TKN Monitor NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
Schedule for compliance with Chesapeake Bay Tributary Strategy.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0044598, Sewage, Susquehanna Area Regional Airport Authority (Harrisburg International Airport), One Terminal Drive, Suite 300, Middletown, PA 17057-5048. This facility is located in Lower Swatara Township, Dauphin County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, a UNT to Susquehanna River (Post Run), is in Watershed 7-C and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 19.2 miles downstream. The discharge is not expected to affect the water supply.
The proposed Interim effluent limits for Outfall 001 for a design flow of 0.150 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine 1.5 2.5 Total Phosphorus 2.0 4.0 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average The proposed Final effluent limits for Outfall 001 for a design flow of 0.350 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N Monitor and Report Total Phosphorus 2.0 4.0 Net Total Phosphorus 974 lbs per year annual
Net Total Nitrogen 7,306 lbs per year annual
Total Phosphorus Monitor lbs per year annual and lbs per month
Total Nitrogen Monitor lbs per year annual and lbs per month
TKN Monitor NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
Schedule for compliance with Chesapeake Bay Tributary Strategy.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0260118, Sewage, Chesapeake Estates of New Oxford LLLP (Chesapeake Estates MHP), 585 Martin Road, Gettysburg, PA 17325. This facility is located in Mount Pleasant Township, Adams County.
Description of activity: The application is for issuance of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, South Branch Conewago Creek, is in Watershed 7-F and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for New Oxford Water Supply Company is located on the South Branch Conewago Creek, approximately 0.6 mile downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.062328 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N Monitor and Report Total Residual Chlorine 0.50 1.60 Total Phosphorus 243 lbs per year annual
Total Nitrogen 1,339 lbs per year annual
TKN Monitor NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0260126, Sewage, HAMM Equities, LLC (Buffalo Crossing Development, 1002 Monroe Boulevard, King of Prussia, PA 19406. This facility is located in Howe Township, Perry County.
Description of activity: The application is for issuance of an NPDES permit for new discharge of treated sewage.
The receiving stream, a UNT Juniata River, is in Watershed 12-B and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for United Water of PA is located on the Susquehanna River, approximately 21 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.050 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Total Residual Chlorine 0.2 0.7 Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
Chesapeake Bay Requirements
Mass (lbs.) Concentration (mg/l) Ammonia-N Monthly Annual Monthly Average Kjeldahl-N Report Report Report Nitrate-Nitrite as N Report Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Net Total Nitrogen Report 0 Net Total Phosphorus Report 0 The permit contains conditions which authorize the permittee to apply nutrient reduction credits, to meet the Net Total Nitrogen and Net Total Phosphorus effluent limits, under the Department's Trading of Nutrient and Sediment Reduction Credits Policy and Guidelines (392-0900-001, December 30, 2006). The conditions include the requirement to report application of these credits in supplemental DMRs submitted to the Department.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0083593, Sewage, Silver Spring Township Authority, 31 East Main Street, New Kingston, PA 17071-1001. This facility is located in Silver Spring Township, Cumberland County.
Description of activity: The application is for renewal of an NPDES permit for existing discharge of treated sewage.
The receiving stream, Conodoguinet Creek, is in Watershed 7-B and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Steelton Municipal Waterworks is approximately 19.4 miles downstream. The discharge is not expected to affect the water supply.
The proposed Interim effluent limits for Outfall 001 for a design flow of 0.60 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 8.5 17 (11-1 to 4-30) 17.5 35 Total Residual Chlorine 1.0 2.0 Total Phosphorus (4-1 to 10-31) 1.0 2.0 Total Phosphorus (11-1 to 3-31) 2.0 4.0 Total Phosphorus Monitor lbs per year annual and lbs per month.
Total Nitrogen Monitor lbs per year annual and lbs per month.
Net Total Phosphorus Monitor lbs per year annual and lbs per month.
Net Total Nitrogen Monitor lbs per year annual and lbs per month. TKN Monitor NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
The proposed Final effluent limits for Outfall 001 for a design flow of 1.20 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 18 36 (11-1 to 4-30) 19 38 Total Residual Chlorine 0.5 1.6 Total Phosphorus 1.0 2.0 Net Total Phosphorus 2,922 lbs per year annual
Net Total Nitrogen 21,918 lbs per year annual Net Total Phosphorus Monitor lbs per year annual and lbs per month. Net Total Nitrogen Monitor lbs per year annual and lbs per month.
TKN Monitor NO2 + NO3-N Monitor Dissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average In addition to the effluent limits, the permit contains the following major special conditions:
Schedule for compliance with Chesapeake Bay Tributary Strategy.
Persons may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0260177, CAFO, David E. Gemmill (Belview Valley Farms), 458 Gemmill Road, Delta, PA 17314.
David E. Gemmill has submitted an application for a CAFO National Pollutant Discharge Elimination System (NPDES) permit on December 26, 2006 for a proposed agricultural operation known as Belview Valley Farms, located on Gemmill Road in Peach Bottom Township. The CAFO would be situated near a UNT of Neill Run, which is classified as a TSF. The nearest downstream public surface water supply is a Baltimore City intake just above the Conowingo Dam on the Susquehanna River. The farm is not expected to impact the water supply.
The operation would include 7 beef cows that are currently located on the home farm site and a new 4,400-head swine finishing barn located just west of the home farm. According to the Nutrient Management Plan for the operation, manure generated by the swine animals will be collected in a concrete manure storage structure located below the barn, with dimensions of 120-feet wide by 297-feet long by 6-feet deep, with an approximate storage capacity of 1.47 million gallons with 6-inches of freeboard. The Nutrient Management Plan indicates that there are approximately 525 acres under the control of the farm for manure application.
The Department has conducted a preliminary review of the application and has deemed the application administratively complete. The Department has made a tentative determination to issue the NPDES permit. A draft CAFO NPDES permit was issued to the farm on March 28, 2007. The draft permit proposes BMPs for manure management, erosion and sediment pollution control and manure storage. The State Conservation Commission, through the York County Conservation District, approved the Nutrient Management Plan for this proposed agricultural operation on January 12, 2007.
The permit application, draft permit and Nutrient Management Plan are on file at the Southcentral Regional Office of the Department. Persons may make an appointment to review these documents and related files by calling Jennifer Troutman at (717) 705-4732 between 8 a.m. and 4 p.m., Monday through Friday.
Persons wishing to comment on the draft permit or the Nutrient Management Plan are invited to submit written comments to the Southcentral Regional Office at the address listed above within 30 days from the date of this public notice. Comments received within this 30-day public comment period and comments submitted at the public hearing held on April 5, 2007, will be considered in formulating the Department's final determination regarding the application. Comments should include the name, address and telephone number of the writer and a concise Statement to inform the Department of the basis of the comment and the relevant facts upon which it is based.
Following the 30-day comment period, the Watershed Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time the determination may be appealed to the Environmental Hearing Board.
The Environmental Protection Agency permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0218723, Sewage, Blacklick Valley Municipal Authority, P. O. Box 272, Twin Rocks, PA 15960. This application is for rewewal of an NPDES permit to discharge treated sewage from Blacklick Valley Municipal Authority STP in Buffington Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Blacklick Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the: Buffalo Township Municipal Authority, Freeport Plant, on the Allegheny River.
Outfall 001: existing discharge, design flow of 0.2 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0219169, Sewage, Laurel Highlands Municipal Authority, R. D. 3, Box 93, Rockwood, PA 15557. This application is for renewal of an NPDES permit to discharge treated sewage from New Centerville Borough STP in New Centerville Borough, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Middle Creek, which are classified as a TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Ohiopyle Borough Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.04 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 10.0 20.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.0 2.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001).
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 5507402, Sewage 4952, Kreamer Municipal Authority, P. O. Box 220, Kreamer, PA 17833. This proposed facility is located in Middlecreek Township, Snyder County.
Description of Proposed Action/Activity: The applicant proposes to construct and operate a new sewage plant. The sewage plant will be a package plant providing nutrient removal.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. Applications for NPDES Wavier Stormwater Discharges from Municipal Separate Storm Sewer Systems (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/UsePAI010907001 269 Canal Road, LP
301 Oxford Valley Road
Suite 702
Yardley, PA 19067-7713Bucks Warminster Township Delaware Division of
the PA Canal
WWFSouthcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI030306006(1) Daniel Winkler
East Penn Manufacturing, Co.
Deka Road
Lyon Station, PA 19536Berks Richmond Township Moselem Creek
HQPAI033607002 Paul Risk
11 West State Street
Quarryville, PA 17566
Lancaster Eden Township Bowery Run
HQ-CWF, MFSouthwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Fayette County Conservation District, 10 Nickman Plaza, Lemont Furnace, PA 15456, (724) 438-4497.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI056507001 Redstone Presbyterian Senior Care Center
6 Garden Center
Greensburg, PA 15601Westmoreland North Huntingdon Township UNT to Long Run
HQNorthwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI062407002 The Clearfield Foundation
125 East Market Street
Clearfield, PA 16830Elk Benezette Township Mosquito Creek
HQ-CWF
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 Concentrated Animal Feeding Operations (CAFOs) PAG-13 Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
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