NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 1050]
[Saturday, March 3, 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
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 ? PA0031631
(SEW)Twin Valley School District
4851 N. Twin Valley Road
Elverson, PA 19520-9310
Berks County
Caernarvon TownshipEast Branch Conestoga River
7JY
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 ? PA0006181 Phoenix Sintered Metals, Inc.
P. O. Box 213
Brockway, PA 15824-1644Brockway Borough
Jefferson CountyLittle Toby Creek
17-BY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
PA0052515, Industrial Waste, SIC 4941, Ambler Borough Water Department, 122 East Butler Avenue, Ambler, PA 19002-4476. This existing facility is located in Whitemarsh Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit to discharge filter backwash from a water supply well. Water supply is treated by an air stripper and dual GAC filters to remove petroleum hydrocarbons. Filter backwash at a rate of 850 gpm for a 15 minute cycle settles in a sedimentation basin and normally infiltrates. Any discharge that may occur is through Outfall 001. Outfall 002 is overflow from air stripper. Outfall 004 is water pumped directly from spring to keep quarry dry.
The receiving stream, Wissahickon Creek, is in the State Water Plan Watershed 3F and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Philadelphia Water Department is located on the Schuylkill River and is approximately 11.5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.01275 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Total Suspended Solids 2.63 5.25 30 60 75 Total Aluminum 0.35 0.7 4.0 8.0 Total Iron 0.18 0.35 2.0 4.0 10.0 Total Manganese 0.09 0.18 1.0 2.0 5.0 Gasoline Range Organics Monitor Monitor Diesel Range Organics Monitor Monitor pH (Standard Units) 6.0 (Instantaneous Minimum) 9.0 Total Residual Chlorine 0.5 1.2 The proposed effluent limits for Outfalls 002 and 004 are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Total Suspended Solids Monitor Gasoline Range Organics Monitor Diesel Range Organics Monitor pH (Standard Units) Monitor In addition to the effluent limits, the permit contains the following major special conditions:
1. Remedial Measures if Public Nuisance.
2. BAT/ELG Reopener.
3. Change of Ownership.
4. Proper Sludge Disposal.
5. Air Stripper Tower Wastewater.
6. Twice per Month Monitoring.The EPA waiver is in effect.
PA0051497, Industrial Waste, SIC 2033, Lenape Forged Products, Corp., 1334 Lenape Road, West Chester, PA 19382-2096. This facility produces heat-treated metal forgings in Pocopson Township, Chester County.
Description of Proposed Activity: This application requests approval of a renewal NPDES permit for the discharge of contact cooling water from a quench tank for heat-treated metal forgings.
The receiving stream, Brandywine Creek, is in the State Water Plan Watershed 3H and is classified for WWF-MF, aquatic life, water supply and recreation.
The Christina River Basin total maximum daily load (TMDL) for nutrients and dissolved oxygen for low-flow conditions, issued by the EPA in January 2001, and revised in October 2002 and April 2006, includes the discharge flow from this facility. The parameters CBOD5, ammonia, dissolved oxygen, phosphorus and total nitrogen are addressed in the TMDL but none of those parameters are discharged from this facility.
The proposed effluent limits for Outfall 001 are, based on a discharge flow of 0.03 mgd, as follows:
Mass (lb/day) Concentration (mg/l) Average Average Maximum Instantaneous Parameters Monthly Annual Monthly Daily Maximum (mg/l) Total Suspended Solids 30 60 75 Oil and Grease 10 30 Temperature 110° F pH (Standard Units) 6.0 (Instaneous Minimum) 9.0 In addition to the effluent limits, the permit contains the following major other conditions:
1. Notification of Designation of Operator.
2. BAT/ELG Reopener.
3. 2° F Temperature Change in 1-hour.
4. Change in Ownership.
5. No Chemical Additives.
6. Laboratory Certification.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0053147, Sewage, Upper Saucon Sewage Treatment Authority, 5500 Camp Meeting Road, Center Valley, PA 18034. This proposed facility is located in Upper Saucon Township, Lehigh County. Description of Proposed Activity: Renewal of NPDES Permit.
The receiving stream, Saucon Creek, is in the State Water Plan Watershed 02C and is classified for aquatic life, CWF, water supply and recreation. The nearest downstream public water supply intake for Keystone Water Company is located on the Delaware River and is 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 2.5.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10.0 15.0 20.0 (11-1 to 4-30) 20.0 30.0 40.0 Total Suspended Solids 30.0 45.0 60.0 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus as ''P'' Monitor and Report
Dissolved Oxygen A minimum of 6.0 mg/l at all times.
Fecal Coliform 200/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 0.27 0.90 In addition to the effluent limits, the permit contains the following major special conditions: WET Testing Requirement.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA0259942, Sewage, Steven Nye, 32 Harmon Road, Newburg, PA 17240. This facility is located in Upper Mifflin Township, Cumberland County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Three Square Hollow Run, is in Watershed 7-B, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Carlisle Borough is located on the Conodoguinet Creek, approximately 30.8 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0004 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine Monitor 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. PA0260134, Sewage, Lancaster Family YMCA, 572 North Queen Street, Lancaster, PA 17603. This facility is located in Cornwall Borough, Lebanon County.
Description of activity: The application is for issuance of an NPDES permit for new discharge of treated sewage.
The receiving stream, UNT of Shearers Creek, is in Watershed 7-G and classified for HQ-CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Borough Water Authority is located on the Susquehanna River, approximately 34 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.004 mgd between May 1 and September 30 are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 NH3-N 5.0 10.0 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 200/100 ml as a geometric average No discharge is permitted the remainder of the year.
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. PA0260282, Sewage, Glenn Sandritter, 161 Heckman Road, Temple, PA 19560-9708. This facility is located in Earl Township, Berks County.
Description of activity: The application is for an NPDES permit to discharge wastewater from a single-family home.
The receiving stream, UNT to Ironstone Creek, is in Watershed 3-D, and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Borough of Pottstown Water and Sewer Authority is located on the Schuylkill River, approximately 40 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0005 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Total Residual Chlorine Monitor and Report
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 not in effect.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0001228, Industrial Waste, SIC 3621, Curtiss-Wright Corporation, 1000 Cheswick Avenue, Cheswick, PA 15024. This application is for renewal of an NPDES permit to discharge untreated cooling water, untreated test loop water, deionized water and stormwater from the Curtiss-Wright Electro-Mechanical Corporation in Harmar Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, dry drainage swale to a UNT--Allegheny River and dry drainage swale to the Allegheny River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Oakmont, located approximately, 2.0 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.25 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) 110 Manganese Monitor and Report
pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge, design flow of 0.249 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 101, 201, 301, 401, 501, 601, 701, 801, 103, 203, 303, 403, 503, 603, 703 and 803: new discharges, design flow NA.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
TSS 30 60 Iron Monitor and Report 7.0 Oil and Grease 15 30 Dissolved Oxygen Minimum of 5.0
pH Monitor and Report Outfalls 002 and 004: existing discharge, design flow of NA.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Discharge shall consist solely of uncontaminated stormwater runoff. The EPA waiver is in effect.
PA0002879, Industrial Waste, SIC, 3312, Union Electric Steel Corporation, P. O. Box 465, Carnegie, PA 15106. This application is for renewal of an NPDES permit to discharge treated sewage, water, noncontact cooling water and stormwater from Harmon Creek Plant in Smith Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, UNT to Burgetts Fork, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Midland Borough Municipal Authority, located at Midland, Beaver County 44 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.0044 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Residual Chlorine 0.5 1.25 Temperature (°F) 1st month through 36th month 110 37th month through expiration January 1 to 31 45.7 February 1 to 29 46.2 March 1 to 31 60.9 April 1 to 15 68.5 April 16 to 30 74.5 May 1 to 15 74.8 May 16 to 31 90.1 June 1 to 15 93.8 June 16 to 30 97.8 July 1 to 31 94.2 August 1 to 31 93.4 September 1 to 15 89.1 September 16 to 30 83.1 October 1 to 15 77.1 October 16 to 31 71.1 November 1 to 15 63.7 November 16 to 30 54.5 December 1 to 31 46.3 Dissolved Iron 7.0 Bromide Monitor and Report
Sulfates Monitor and Report Iron, Total Monitor and Report Magnesium Monitor and Report
pH not less than 6.0 nor greater than 9.0 Internal Monitoring Point 102: existing discharge, design flow of 0.015 mgd
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow 0.0035 CBOD5 25 50 TSS 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) (1st month through 36th month) 7.5 15 (11-1 to April) (37th month through expiration) 6.0 12 Total Residual Chlorine 1.4 3.3 Dissolved Oxygen 5.0 mg/l minimum
Fecal Coliform (5-1 to 9-30) 200/100 ml (as a monthly geometric mean)
(10-1 to 4-30) 2,000/100 ml (as a monthly geometric mean)
pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Iron, Total Monitor and Report
Magnesium Monitor and Report Discharges from Internal Monitoring Point 102.
Outfall 003: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Magnesium Monitor and Report Internal Monitoring Point 103: existing discharge
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Fluoride Monitor and Report
Magnesium Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfalls 004 and 005: new stormwater discharges
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Iron, Total Monitor and Report
Total Suspended Solids Monitor and Report
Total Aluminum Monitor and Report
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0025984, Sewage, Allegheny County Sanitary Authority, 3300 Preble Avenue, Pittsburgh, PA 15233. This application is for renewal of an NPDES permit to discharge treated sewage from ALCOSAN Wastewater Treatment Plant in the City of Pittsburgh, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Ohio River, which are classified as a WWF 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 West View Water Authority.
Outfall 001: existing discharge, design flow of 200 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (6-1 to 10-31) 15 22.5 30 (11-1 to 5-31) 25 37.5 50 Fecal Coliform (5-1 to 10-31) 200/100 ml as a geometric mean
(11-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine Monitor and Report
Dissolved Oxygen minimum daily average 5 mg/l, minimum 4 mg/l at any one time
pH not less than 6.0 nor greater than 9.0 The following effluent limitations are proposed for a discharge of 250 mgd to the Ohio River.
Outfall 001: expanded discharge, proposed design flow of 250 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (6-1 to 10-31) 9 13.5 18 (11-1 to 5-31) 25 37.5 50 Fecal Coliform (5-1 to 10-31) 200/100 ml as a geometric mean
(11-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 0.5 1.6 Dissolved Oxygen minimum daily average 5 mg/l, minimum 4 mg/l at any one time
pH not less than 6.0 nor greater than 9.0 Other Conditions: The permittee is authorized to discharge from Combined Sewer Outfalls to the Allegheny River, the Monongahela River, the Ohio River, Saw Mill Run, Chartiers Creek, Turtle Creek, Brush Creek and Thompson Run.
The EPA waiver is not in effect.
PA0255244, Sewage, Amy C. Smeltzer, 297 Ford City Road, Freeport, PA 16229. This application is for renewal of an NPDES permit to discharge treated sewage from Smeltzer Single-Residence STP in South Buffalo Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Hill Run, which are classified as a WWF 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 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 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
Total Residual Chlorine Monitor and Report
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0038369, Industrial Waste. Sharpsville Borough, 1 South Walnut Street, Sharpsville, PA 16150-1258. This proposed facility is located in Borough of Sharpsville, Mercer County.
Description of Proposed Activity: a new permit to continue an existing NPDES discharge.
The receiving water is the Shenango River. The receiving stream is in State Water Plan 20-A and is classified for the following uses: WWF, aquatic life, water supply and recreation. The nearest downstream potable water supply, consumers Pennsylvania Water Company--Shenango Valley Division, is located on the Shenango River and is approximately 30 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.034 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameters Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Total Suspended Solids 30 60 75 Total Aluminum 0.2 0.3 0.58 1.16 1.45 Total Iron 2 4 5 Total Manganese 1 2 2.5 Total Residual Chlorine 0.5 1.2 pH 6.0 to 9.0 standard units at all times 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)
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
WQM Permit No. 1507402, Sewerage, Pennsylvania American Water Company, 4 Wellington Boulevard, Wyomissing, PA 19610. This proposed facility is located in Coatesville City, Chester County.
Description of Action/Activity: Replacement of a 8" sewer main on 4th Avenue and Fleetwood Street to a 12" SDR 35 PVC sewer main.
WQM Permit No. 1507401, Sewerage, West Brandywine Township Municipal Authority, 198 Lafayette Road, Coatesville, PA 19320. This proposed facility is located in West Brandywine Township, Chester County.
Description of Action/Activity: Construction and operation of two new pumping stations and sewer conveyance systems.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 4507401, Sewerage, Chestnut Hill Manor Senior Apartments, LP, 21 Sagewood Drive, Malvern, PA 19355. This proposed facility is located in Chestnut Hill Township, Monroe County, PA.
Description of Proposed Action/Activity: This project is for 50 new senior residential housing units to expand at the existing Chestnut Hill Manor Senior Apartments. Sewage will be treated with a denitrification system and ultimate disposal will be to community onlot sewage disposal beds. Sewage flows will be 6,250 gpd.
WQM Permit No. 6407401, Sewerage, Camp Lohikan, 24 Wallerville Road, Lake Como, PA 18437. This proposed facility is located in Buckingham Township, Wayne County, PA.
Description of Proposed Action/Activity: This project is for the installation of a spray irrigation wastewater treatment facility. Sewage flows will be 30,000 gpd during summer to 400 gpd during winter.
WQM Permit No. 4807402, Northampton Borough, 1401 Laubach Avenue, Northampton, PA 18067-0070. This proposed facility is located in Northampton Borough, Northampton County, PA.
Description of Proposed Action/Activity: This project consists of upgrade to pumping station to include modifications to wet well and dry well, ventilation and electrical upgrades and installation of two larger capacity suction lift pumps. Also the existing force main will be replaced with a larger size main.
IV. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
V. NPDES Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities
Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Northampton County Conservation District: Greystone Bldg., Gracedale Complex, Nazareth, PA 18064-9211, (610) 746-1971.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI024807002 CA Lessig
P. O. Box 158
Wind Gap, PA 18091Northampton Wind Gap Borough
and
Plainfield TownshipBushkill Creek
HQ-CWFLackawanna County Conservation District: 1300 Old Plank Road, Mayfield, PA 18433, (570) 281-9495.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI203507005 David Kaufman
PA American Water Company
852 Wesley Drive
Mechanicsburg, PA 17055Lackawanna Spring Brook Towship Spring Brook
HQ-CWFNorthcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
Centre County Conservation District: 414 Holmes Avenue, Suite 4, Bellefonte, PA 16823, (814) 355-6817.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI041407003 Ed Walker
Walker Land Development/Laurel
Ridge Lot 26
1008 Stratford Court
State College, PA 16801Centre Harris Township Spring Creek
HQ-CWFPAI041407004 Ralph Stewart
Bellefonte Borough
Spring Creek Relief Interceptor
236 W. Lamb Street
Bellefonte, PA 16823Centre Bellefonte Borough Spring Creek
HQ-CWFLycoming County Conservation District: 542 County Farm Road, Suite 202, Montoursville, PA 17754, (570) 433-3003.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI044106002 Department of Transportation
P. O. Box 218
715 Jordan Avenue
Montoursville, PA 17754-0218Lycoming Cogan House, Jackson and Lewis Townships Packhorse Creek, Steam Valley Run North and South and Trout Run
CWF-PC/SVRN
HQ-CWF-SVRS/TRSouthwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Cambria County Conservation District, 401 Candlelight Drive, Suite 221, Ebensburg, PA 15931, (814) 472-2120.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI051107001 Krayn Wind, LLC
75 9th Avenue #3G
New York, NY 10011Cambria Adams Township South Fork Little Conemaugh
EV
Bottle Run
HQ-CWF
Sulphur Creek
CWF
Paint Creek
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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