[37 Pa.B. 320]
[Saturday, January 20, 2007]
[Continued from previous Web Page] In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0020923, Sewage, New Oxford Municipal Authority, 409 Water Works Road, New Oxford, PA 17350-1511. This facility is located in Oxford Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, South Branch Conewago Creek, is in Watershed 7-F and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 66 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.788 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 7.5 15 Total Residual Chlorine 0.22 0.73 Total Phosphorus 2.0 4.0 Total Phosphorus 4,354 lbs per year annual
Total Nitrogen 32,657 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 In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0026735, Sewage, Swatara Township Authority, 8675 Paxton Street, Hummelstown, PA 17036. This facility is located in Swatara Township, Dauphin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Swatara Creek, is in Watershed 7-D and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Borough Municipal Authority is located on the Susquehanna River, approximately 27 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 6.3 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 19 30 38 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 6 12 (11-1 to 4-30) 18 36 Total Residual Chlorine 0.5 1.6 Total Phosphorus 2 4 Total Phosphorus 15,342 lbs per year annual
Total Nitrogen 115,067 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 In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0026484, Sewage, Derry Township Municipal Authority (Clearwater Road WWTP), 670 Clearwater Road, Hershey, PA 17033-2453. This facility is located in Derry Township, Dauphin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Swatara Creek, is in Watershed 7-D and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hummelstown Water Pennsylvania is located on the Swatara Creek, approximately 2.7 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 5.02 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 32 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 NH3-N (5-1 to 10-31) 7 20 (11-1 to 4-30) 21 Total Phosphorus 2.0 5.6 Total Phosphorus 12,225 lbs per year annual
Total Nitrogen 91,688 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
In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0081868, Sewage, Fairview Township Authority, 599 Lewisberry Road, New Cumberland, PA 17070-2399. This facility is located in Fairview Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Susquehanna River, is in Watershed 7-E and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 25 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.726 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) Monitor and Report
Monitor and Report
Total Residual Chlorine 1.0 2.0 Total Phosphorus 2.0 4.0 Total Phosphorus 1,778 lbs per year annual
Total Nitrogen 13,333 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
In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0026051, Sewage, Chambersburg Borough, 100 South Second Street, Chambersburg, PA 17201. This facility is located in Chambersburg Borough, Franklin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Conococheague Creek, is in Watershed 13-C and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown, MD is located on the Potomac River, approximately 43 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 6.8 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22 30 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 3.5 7.0 (11-1 to 4-30) 10 20 Total Phosphorus 16,560 lbs per year annual
Total Nitrogen 124,199 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
In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0027189, Sewage, Lower Allen Township Authority. This facility is located in Fairview Township, York County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Susquehanna River, is in Watershed 7-E and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 25 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 6.25 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
Monitor and Report Total Phosphorus 2.0 4.0 Total Phosphorus 15,221 lbs per year annual
Total Nitrogen 114,154 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
In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0026441, Sewage, Lemoyne Borough, Three Lowther Street, Lemoyne, PA 17043. This facility is located in Lemoyne 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, Susquehanna River, is in Watershed 7-E and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 27 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.088 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) 19 38 Total Phosphorus 2.0 4.0 Total Residual Chlorine 1.0 2.0 Total Phosphorus 5,085 lbs per year annual
Total Nitrogen 38,136 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
In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0021067, Sewage, Mount Joy Borough Authority, 21 East Main Street, Mount Joy, PA 17552. This facility is located in East Donegal Township, Lancaster County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Little Chickies Creek, is in Watershed 7-G and is classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Columbia Water Company is located on the Susquehanna River, approximately 6 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.53 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) 4.5 9.0 (11-1 to 4-30) 13.5 27 Total Residual Chlorine 0.43 1.4 Total Phosphorus 2.0 4.0 Total Phosphorus 3,726 lbs per year annual
Total Nitrogen 27, 945 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 In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0020320, Sewage, Lititz Sewer Authority, 50 Lititz run Road, Lititz, PA 17543. This facility is located in Warwick Township, Lancaster County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Lititz Run, is in Watershed 7-J and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Lancaster Municipal Water Authority is located on the Conestoga River, approximately 10 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 3.85 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 15 22.5 30 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Total Residual Chlorine 0.19 0.63 Total Phosphorus 2.0 4.0 Total Phosphorus 9,376 lbs per year annual
Total Nitrogen 70,319 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
In addition to the effluent limits, the permit contains the following major special condition:
1. 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 0020664, Sewage, Middletown Borough Authority, 60 West Emaus Street, Middletown, PA 17057. This facility is located in Middletown Borough, Dauphin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Susquehanna River, is in Watershed 7-C and is 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 18 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.2 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
Total Residual Chlorine 0.5 1.6 Total Phosphorus 2.0 4.0 Total Phosphorus 5,358 lbs per year annual Total Nitrogen 40,182 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 In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0042269, Sewage, Lancaster Area Sewer Authority, 130 Centerville Road, Lancaster, PA 17603. This facility is located in Manor Township, Lancaster County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Dry Run, is in Watershed 7-J and is classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Safe Harbor Power Plant is located on the Susquehanna River, approximately 7 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 15.0 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) Monitor
Monitor
Total Residual Chlorine 0.5 1.6 Total Phosphorus 2.0 4.0 Total Phosphorus 36,529 lbs per year annual
Total Nitrogen 273,969 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
In addition to the effluent limits, the permit contains the following major special conditions:
1. 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 0259934, Sewage, Fredrick Soliday, 479 Camp Strause Road, Fredericksburg, PA 17026. This facility is located in Bethel Township, Lebanon County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, Bear Hole Run, is in Watershed 7-D and is classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Lebanon Water Authority is located on the Swatara Creek, approximately 13.41 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of .0004 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine Monitor and Report
pH From 6.0 to 9.0 inclusive Fecal Coliform 200/100 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 0259951, Sewage, Jody Bradley, R. D. 1, Box 643, Claysburg, PA 16625. This facility is located in Greenfield Township, Blair County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated sewage.
The receiving stream, an UNT to Smokey Run, is in Watershed 11-A and is classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Newport Borough Water Authority is located on the Juniata River, approximately 140 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 Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 10 20 Total Residual Chlorine Monitor and Report
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
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.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0092801, Sewage, Community College of Allegheny County, 800 Allegheny Avenue, Pittsburgh, PA 15233. This application is for renewal of an NPDES permit to discharge treated sewage from West Hills Center STP in North Fayette Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Epehmeral to an UNT to North Branch Robinson 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 West View Borough Municipal Authority.
Outfall 001: existing discharge, design flow of 0.015 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 25 50 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 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 1.4 3.3 Dissolved Oxygen not less than 5.0 mg/l
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.PA0239861, Sewage. Cochranton Borough, 109 East Adams Street, Cochranton, PA 16314. This proposed facility is located in Wayne Township, Crawford County.
Description of proposed activity: New discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NOd;3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Emlenton Water Company located on the Allegheny River and is approximately 53 miles below point of discharge.
The receiving stream, the UNT to French Creek, is in Watershed 16-D and classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.175 mgd.
Loadings Concentrations Average Average Average Average Instantaneous Parameters Monthly (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) XX XX CBOD5 14 21 10 15 20 Total Suspended Solids 14 21 10 15 20 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2000/100 ml as a geometric average
Total Residual Chlorine Not Detectable NH3-N (5-1 to 10-31) 4.4 3 6 (11-1 to 4-30) 13 9 18 Phosphorus 2.9 2 4 Dissolved Oxygen Minimum 3 pH 6.0 to 9.0 standard units at all times XX--Monitor and report on monthly DMRs.
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. 4606408, Sewerage, Borough of Royersford, 300 Main Street, Royersford, PA 19468. This proposed facility is located in Upper Providence Township, Montgomery County.
Description of Action/Activity: Construction and operation of a sewage treatment plant.
WQM Permit No. 4606409, Sewerage, Franconia Township Sewer Authority, 671 Allentown Road, P. O. Box 128, Franconia, PA 18924. This proposed facility is located in Franconia Township, Montgomery County.
Description of Action/Activity: Construction and operation of a sanitary pump station.
WQM Permit No. 4606410, Sewerage, Whitpain Township, P. O. Box 800, 960 Wentz Road, Blue Bell, PA 19422. This proposed facility is located in Whitpain Township, Mongtomery County.
Description of Action/Activity: Construction and operation of a sanitary pump station serving 30 proposed townhouses.
WQM Permit No. 0906411, Sewerage, Warwick Township Water and Sewer Authority, P. O. Box 315, Jamison, PA 18929. This proposed facility is located in Warwick Township, Bucks County.
Description of Action/Activity: Construction and operation of a effluent pump station to convey treated effluent to discharge 002.
WQM Permit No. 1506419, Sewerage, William Henry Apartments, 1086 West King Road, Malvern, PA 19355. This proposed facility is located in East Whiteland Township, Chester County.
Description of Action/Activity: Construction and operation of sewage treatment plant.
WQM Permit No. 0906412, Sewerage, Wrightstown Township, 738 Penns Park Road, Wrightstown, PA 18940. This proposed facility is located in Wrightstown Township, Bucks County.
Description of Action/Activity: Construction and operation of a gravity collection sewers, effluent storage and disposal utilizing drip irrigation.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 5206407, Aqua Pennsylvania, Inc., HC6, Box 6040, Palmyra Professional Center, Hawley, PA 18428. This proposed facility is located in Lackawaxen Township, Pike County, PA.
Description of Proposed Action/Activity: This project is for the construction of a sewage pumping station and force main to convey Woodloch Pines wastewater to exiting Woodloch Springs wastewater treatment facility.
WQM Permit No. 5206408, David Holbert, 125 Rocky Riff Farm Road, Lackawaxen, PA 18435. This proposed facility is located in Lackawaxen Township, Pike County, PA.
Description of Proposed Action/Activity: This project is for the construction of a treatment facility to replace an existing malfunctioning system for a single-family residence.
WQM Permit No. 5206406, Forest Glen Estates, LLC, 155 3rd Street, Brooklyn, NY 11231-4822. This proposed facility is located in Delaware Township, Pike County, PA.
Description of Proposed Action/Activity: This project is for the construction of a wastewater treatment plant and spray irrigation system to service the Forest Glen Estates, a 135 single-family home development. The projected sewage flows are 33,750 gpd.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 6776406, Amendment 06-1, Sewerage, Manchester Township Municipal Authority, 3200 Farmtrail Road, York, PA 17406. This proposed facility is located in Manchester Township, York County.
Description of Proposed Action/Activity: Seeking approval for the construction/operation at the Lewisberry Road Relief Interceptor--Project No. 12, to replace 1,356 L.F. of 8" PVC/DI main with 10" PVC/DI sanitary sewer piping.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 6306202, Industrial Waste, Duquesne Light Company, 1800 Seymour Street, Pittsburgh, PA 15233. This proposed facility is located in Union Township, Washington County.
Description of Proposed Action/Activity: Application for permit to construct and operate a closed residual waste (coal combustion by-products) landfill.
WQM Permit No. 6306409, Sewerage, South Strabane Township Sanitary Authority, 550 Washington Road, Washington, PA 153014. This proposed facility is located in South Strabane Township, Washington County.
Description of Proposed Action/Activity: Application for the construction and operation of a sanitary sewage pump station.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 1607201, Industrial Waste, Redbank Valley Municipal Authority, 243 Broad Street, New Bethlehem, PA 16242. This proposed facility is located in New Bethlehem Borough, Clarion County.
Description of Proposed Action/Activity: This project is for a proposed water treatment plant with sludge handling facilities.
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
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI010906028 Jeffrey Sacks
338 Grape Street
Warminster, PA 18974
Bucks West Rockhill Township Unami Creek
HQPAS10G478R Wilkinson Heritage, LLC
1020 Broad Run Road
Landenberg, PA 19350Chester Franklin Township Big Elk Creek
HQ-TSF-MFPAI011506098 Malvern Hill Associates, LP
2701 Renaissance Blvd, 4th Fl.
King of Prussia, PA 19406Chester East Whiteland Township Little Valley Creek
EVPAI011507001 Bentley Communities, LP
1595 Paoli Pike, Suite 202
P. O. Box 1906
West Chester, PA 19380Chester West Vincent Township French Creek
EVPAI011507002 Oxford Area School District
125 Bell Tower Lane
Oxford, PA 19363Chester Oxford Borough
and East Nottingham TownshipLittle Elk Creek
HQ-TSF-MFNortheast 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/UsePAI024806037 Polaris Properties, Inc.
7562 Penn Drive, Suite 100
Allentown, PA 18106Northampton Hanover Township Monocacy Creek
HQ-CWFLehigh County Conservation District: Lehigh Ag. Ctr., Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104, (610) 391-9583.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023906025 Rick Koze
Kay Builders
5930 Hamilton Blvd.
Wescosville, PA 18106Lehigh Upper Macungie Township Cedar Creek
HQ-CWFLackawanna County Conservation District: 1300 Old Plank Rd., Mayfield, PA 18433, (570) 281-9495.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023507001 James Kanavy
P. O. Box 525
Moscow, PA 18444Lackawanna Moscow Borough Roaring Brook
HQ-CWFPAI023507002 North Pocono School District
701 Church St.
Moscow, PA 18444Lackawanna Covington Township Roaring Brook
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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