NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 216]
[Saturday, January 13, 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 ? PA0020648
(Sew)Port Royal Municipal Authority
P. O. Box 236
804 8th Street
Port Royal, PA 17082Juniata County
Port Royal BoroughJuniata River
12-AY PA0008281
Amendment No. 1
(IW)PPL Brunner Island, LLC
Two North Ninth Street
Allentown, PA 18101-1179York County
East Manchester TownshipSusquehanna River
7-FY PA0044598
(Sew)Susquehanna Area Regional Airport Authority
Harrisburg International Airport
One Terminal Drive, Suite 300
Middletown, PA 17057-5048Dauphin County
Lower Swatara TownshipSusquehanna River
7-CY
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 ? PA0005860 Dairy Farmers of America, Inc.
925 SR 18
New Wilmington, PA 16142New Wilmington Township
Lawrence CountyShenango River
(001)
UNT to Buchanan Run
(002)
20-AY PA0103802 Midwest Campers--Camp Stone
2463 South Green Road
Beechwood, OH 44122Sugar Grove Township
Warren CountyUNT to Patchen Run
16-BY PA0221627 Tri-Lane Estates Mobile
Home Park
4004 Wynwood Drive
Sharpsville, PA 16150-9024Lackawannock Township
Mercer CountyLittle Neshannock Creek
20-AY PA0033901 Willow Bend Mobile Home Park
2935 Valley Road
Mercer, PA 16137Lackawannock Township
Mercer CountyUNT to Little Neshannock Creek
20-AY PA0037974 Washington Township--Kline Road Sewage Treatment Plant
11800 Edinboro Road
Edinboro, PA 16412Washington Township
Erie CountyUNT to Darrows Run
16-AY
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.
PA0244228, Industrial Waste, Rahns Construction Material Company, SIC Nos. 3273 and 3272. Facility mailing address: 430 Bridge Road, Rahns, Perkiomen Township, PA 19426-4195.
Description of Activity: This application is for an NPDES permit to discharge industrial stormwater/wastewater from production processes.
The receiving river, Perkiomen Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for: TSF, migratory fishes, aquatic life, water supply and recreation. The nearest downstream potable water supply is Aqua PA and is approximately 4 miles below the point of discharge.
The proposed effluent limits for Outfalls 001 and 002 are based on stormwater runoff.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Annual Daily Maximum (mg/l) Total Suspended Solids (Issuance through Year 1) Monitor and Report
Monitor and Report
(Year 2 through Expiration) 50 100 pH (Issuance through Year 1) Monitor and Report
Monitor and Report
(Year 2 through Expiration) 6.0 9.0 Oil and Grease Monitor and Report Monitor and Report Iron, Total Monitor and Report Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Solids disposal according to applicable regulations.
2. Monitor Outfalls twice per year.PA0058939 A2, IW, SIC 3273, JDM Materials Company, 851 County Line Road, Huntingdon Valley, PA 19006. This proposed facility is located in Schuylkill Township, Chester County.
Description of Proposed Activity: Manufacturing of concrete mixtures from raw materials stored onsite. Raw materials are combined with cement and concrete admixtures to produce the finished product which is then loaded into trucks for offsite delivery.
The receiving stream, UNT to French Creek, is in the State Water Plan Watershed 3D and is classified for: trout stocking and migratory fishes. The nearest downstream public water supply intake for Philadelphia Suburban Water Company--Pickering Creek Plant is located on Schuylkill River and is approximately 2 miles below the point of discharge.
The proposed effluent limits for Outfalls 001 and 002 are based on a design flow of a stormwater event.
Concentration (mg/l) Average Maximum Instantaneous Parameters Annual Daily Maximum Total Suspended Solids (issuance through 8-31-07) Monitor and Report Monitor and Report Monitor and Report (9-1-07 through expiration) 50 100 100 pH (STD) (issuance through 08-31-07) Monitor and Report Monitor and Report Monitor and Report (9-1-07 through expiration) Within limits of 6.0 to 9.0 standard units at all times
Oil and Grease Monitor and Report Monitor and Report Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions:
1. Requirement applicable to stormwater outfalls.
NPDES Permit No. PA0056413, Sewage, SIC 4952, Lower Salford Township Authority Mainland Sewage Treatment Plant, 57 Main Street, Mainland, PA 19451 in Lower Salford Township, Montgomery County, PA.
Description of Activity: Renewal of sewage treatment plant's NPDES permit to discharge effluent to Skippack Creek.
The receiving water, Skippack Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 12 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an approved annual average flow of 0.90 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (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 20.0 30.0 40.0 Ammonia as N (5-1 to 10-31) 1.4 2.8 (11-1 to 4-30) 4.2 8.4 Phosphorus as P (Issuance through 6-30-09) 2.0 4.0 (4-1 to 10-31) 0.32 0.64 (Effective 7-1-09 through expiration) Monitor and Report (11-01 to 03-31) (Effective 7-1-09 through expiration) 0.64 1.28 Fecal Coliform* 200 col/100 ml 1,000 col/100 ml Dissolved Oxygen 5.0 (Min.) Lead, Total Monitor and Report Copper, Total (Issuance through 6-30-09) Monitor and Report (7-1-09 through expiration) 0.014 0.022 pH (Standard Units) 6.0 (minimum) 9.0 (maximum) *Ultra-Violet Disinfection.
In addition to the effluent limits, the permit contains the following major special conditions:
1. Conduct In-Stream Monitoring for Copper, Lead and Hardness.
2. Proper Sludge Disposal.NPDES Permit No. PA0057061, Sewage, SIC 4952. Upper Frederick Township Ivy Ridge Sewage Treatment Plant. Upper Frederick Township, P. O. Box 597, Frederick, PA, Montgomery County, PA 19435.
Description of Activity: Renewal of sewage treatment plant's NPDES permit to discharge effluent to an UNT to Sciotto Creek.
The receiving water, an UNT to Sciotto Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 13 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an approved annual average flow of 0.0215 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 20 30 40 Ammonia as N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 4.0 8.0 Phosphorus (as P) (4-1 to 10-31) 1.5 3.0 Total Residual Chlorine 0.2 0.45 Fecal Coliform 200 #/100 ml
(Geometric Mean)1,000 col/100 ml Dissolved Oxygen 5.0 (min.) pH (Standard units) 6.0 (min.) 9.0 (max.) In addition to the effluent limits, the permit contains the following major special conditions:
1. Ensure chlorine dosages do not cause adverse stream impact.
2. Proper sludge disposal.NPDES Permit No. PA0020303, Sewage, SIC 4952, Schwenksville Borough Authority Wastewater Treatment Plant, 298 Main Street, Schwenksville, PA 19473. This proposed facility is located in Schwenksville Borough, Montgomery County.
Description of Activity: Renewal of sewage treatment plant's NPDES permit to discharge effluent to Perkiomen Creek.
The receiving water, Perkiomen Creek, is in the State Water Plan Watershed 3E-Perkiomen and is classified for: WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA is located on Perkiomen Creek and is approximately 6 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on an approved annual average flow of 0.3 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 20 30 40 Ammonia as N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus as P (4-1 to 10-31) 1.5 3.0 Total Residual Chlorine 0.50 1.2 Fecal Coliform 200 col/100 ml
Geometric Mean1,000 col/100 ml Dissolved Oxygen 5.0 (min.) pH (Standard Units) 6.0 (min.) 9.0 (max.) In addition to the effluent limits, the permit contains the following major special conditions:
1. Ensure chlorine dosages do not cause adverse stream impact.
2. Proper sludge disposal.PA0046868, Amendment No. 1, SEW, SIC 22221, Lower Moreland Township Authority, 640 Red Lion Road, Huntingdon Valley, PA 19006-6234. This proposed facility is located in Lower Moreland Township, Montgomery County.
Description of Proposed Activity: Amendment of an NPDES permit to revise effluent limit for copper.
The receiving stream, UNT to Southampton Creek, is in the State Water Plan Watershed Pennypack-3J and is classified for: trout stocking. The nearest downstream public water supply intake for Magnatti Construction Company is located on Pennypack Creek and is 4.5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.22 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 10 15 20 Ammonia as N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorous as P 1.0 2.0 Fecal Coliform 200 #/100 ml Dissolved Oxygen Instantaneous Minimum
5.0pH Instantaneous Minimum
6.09.0 Copper, Total 0.025 0.05 The proposed effluent limits for Outfall 001 from completion of expansion of treatment plant from 0.22 mgd to 0.279 mgd area are as follows:
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 Total Suspended Solids 20 15 20 Ammonia as N (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 6.0 Phosphorous as P 1.0 2.0 Fecal Coliform 50 #/100 ml Dissolved Oxygen Instantaneous Minimum
6.0pH Instantaneous Minimum
6.09.0 Copper, Total 0.023 0.046
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0027022, Sewage, Altoona City Authority (Westerly Wastewater Treatment Plant), 20 Greenwood Road, Altoona, PA 16602-7114. This facility is located in Allegheny Township, Blair County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Beaverdam Branch, is in Watershed 11-A, and classified for trout stocking, 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 143 miles downstream. The discharge not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 9.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 30 40 (11-1 to 4-30) 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 4.0 8.0 Total Copper 0.018 0.045 Total Phosphorus 21,918 lbs per year annual Total Nitrogen 164,381 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 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 0248061.2, Sewage, Jefferson Codorus Joint Sewer Authority, 48 Baltimore Street, P. O. Box 146, Codorus, PA 17311. This facility is located in Codorus Township, York 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 of Codorus Creek, is in Watershed 7-H and classified for TSF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Wrightsville Water Company is located on the Susquehanna River, approximately 48 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.272 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) 1.64 3.28 (11-1 to 4-30) 4.92 9.84 Total Phosphorus 2.0 4.0 Total Phosphorus 828 lbs per year annual Total Nitrogen 6,624 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 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 0027014, Sewage, Altoona City Authority (Easterly Wastewater Treatment Plant), 20 Greenwood Road, Altoona, PA 16602-7114. This facility is located in Logan Township, Blair County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Little Juniata River, is in Watershed 11-A and classified for trout stocking, 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 121 miles downstream. The discharge not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 9.0 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) 20 30 40 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 3.5 7.0 Total Copper 0.016 0.04 Total Zinc 0.132 0.33 Total Phosphorus 2.0 4.0 Total Phosphorus 18,331 lbs per year annual
Total Nitrogen 146,652 lbs per year annual
TKN Monitor
NO2 + NO3-N Monitor
Dissolved Oxygen (2-15 to 7-31) Minimum of 6.0 at all times
Dissolved Oxygen (8-1 to 2-14) 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 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.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701, (570) 327 3664.PA0023248, Sewerage SIC, 4952, Berwick Area Joint Sewer Authority, 1108 Freas Avenue, Berwick PA 18603. This existing facility is located in Berwick Borough, Columbia County.
Description of Proposed Activity: This proposed action is for renewal of an NPDES permit for an existing discharge of treated sewage wastewater
The receiving stream, Susquehanna River, is in the State Water Plan Watershed 5D and classified for: WWF. The nearest downstream public water supply intake for Danville Municipal Water is located on the Susquehanna River is 21 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 2.2 mgd.
Concentration mg/l Mass lbs Monthly Weekly Daily Instantaneous Monthly Annual Parameter Average Average Maximum Maximum Load Load pH Within the Range of 6.0--9.0
CBOD5 25 40 50 TSS 30 45 60 Total Residual Chlorine 0.5 1.6 Fecal Coliforms: (5-1 to 9-30) 200 #/100 ml geometric mean and not greater than 1,000 #/100ml in more than 10% of
the samples tested
(10-1 to 4-30) 2,000 #/100 ml geometric mean
Kjeldahl-N Report Report Nitrate/Nitrite-N Report Report Total Nitrogen Report Report Report Total Phosphorus Report Report Report Total Net Nitrogen Report Report 66848 Total Net Phosphorus Report Report 8913 In addition to the effluent limits, the permit contains the following major special conditions.
Part C 2 Chesapeake Bay Nutrient Requirements.
Part C 7 Management And Control Of Combined Sewer Overflow.
Part C 8 Permit Condition for Operation and Implementation of a Pretreatment Program.
Part C 9 Requirements Applicable To Stormwater Outfalls.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA0003239, Industrial Waste, SIC, 3317, Penn State Special Metals, LLC, 7544 Route 18 North, P. O. Box Q, Koppel, PA 16135. This application is for renewal of an NPDES permit to discharge treated process water, cooling water and untreated stormwater from Koppel Plant in Big Beaver, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Beaver 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 Beaver Falls Municipal Authority, located at Eastvale, 6.0 miles below the discharge point.
Outfall 113: existing discharge, design flow of 0.0635 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Total Suspended Solids 34.0 79.4 15 40 Oil and Grease 0.805 2.42 10 30 Chromium 0.423 1.056 0.1 0.3 Nickel 0.316 0.948 0.1 0.3 Total Residual Chlorine 0.5 1.0 pH not less than 6.0 nor greater than 9.0 Outfall 013: existing discharge, design flow of 0.245 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum This outfall shall consist solely of sources previously monitored at Internal Monitoring Point 113 and uncontaminated stormwater runoff. The EPA waiver is not in effect.
PA0035483, Sewage, Camp Albryoca, 2801 Greenville Road, Meyersdale, PA 15552. This application is for Camp Albryoca STP of an NPDES permit to discharge treated sewage from Camp Albryoca STP in Greenville Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Little Piney Creek, which are classified as a CWF 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 Water Works.
Outfall 001: existing discharge, design flow of 0.005 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 Day 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 13.0 26.0 (11-1 to 4-30) 25.0 50.0 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 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)
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 5406404, Sewerage, Delano Township Board of Supervisors, P. O. Box 103, Delano, PA 18220. This proposed facility is located in Delano Township, Schuylkill County, PA.
Description of Proposed Action/Activity: This project is for the installation of a new sanitary sewer collection and conveyance system and pump station to service the Villages of Delano and Quakake.
WQM Permit No. 6606402, Meshoppen Borough, P. O. Box 237, Meshoppen, PA 18630. This proposed facility is located in Meshoppen Borough, Wyoming County, PA.
Description of Proposed Action/Activity: This project is for the construction of a wastewater collection system and treatment facility to replace malfunctioning onlot sewage disposal systems. Project will include installation of a low pressure collection system with individual grinder pumps and a 0.050 mgd treatment plant.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 0690411 Amendment 06-1, Sewerage, Joint Municipal Authority of Wyomissing Valley, 701 Old Wyomissing Road, Reading, PA 19611. This proposed facility is located in Reading City, Berks County.
Description of Proposed Action/Activity: Seeking authorization for modifications to the existing methods of handling influent grit at the sewage treatment plant.
WQM Permit No. 0602407 Amendment 06-1, Sewerage, Upper Perkiomen School District, 201 West Fifth Street, East Greenville, PA 18041-1509. This proposed facility is located in Hereford Township, Berks County.
Description of Proposed Action/Activity: Seeking authorization for modifications to the pump stations, sewer system and spray irrigation system.
WQM Permit No. 3106403, Sewerage, Petersburg Borough Sewer Authority, P. O. Box 6, Petersburg, PA 16669-0006. This proposed facility is located in Logan Township, Huntingdon County.
Description of Proposed Action/Activity: Seeking authorization to make modifications to the wastewater treatment facility.
WQM Permit No. 6706411, Sewerage, East Prospect Borough Authority, P. O. Box 334, East Prospect, PA 17317. This proposed facility is located in Lower Windsor Township, York County.
Description of Proposed Action/Activity: Seeking authorization for expansion to the wastewater treatment plant.
WQM Permit No. 6706201, Industrial Waste, PPL Brunner Island, LLC, Two North Ninth Street, Allentown, PA 18101-1179. This proposed facility is located in East Manchester Township, York County.
Description of Proposed Action/Activity: Seeking authorization to construct a new wastewater treatment plant.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 6006402, Sewerage 4952, Hidden Valley Camping Resort, 162 Hidden Valley Lane, Mifflinburg, PA 17844. This proposed facility is located in West Buffalo Township, Union County.
Description of Proposed Action/Activity: The applicant is proposing to construct and operate a 12,000 gallon per day treated effluent spray irrigation wastewater treatment plant at the Hidden Valley Camping Resort. The treatment scheme will include a 3,000 gallon solids setting tank, two 5,000 gallon aerated pre-equalization tanks, a 1,500 sludge processing tank and a 1,300 gallon chlorine contact tank.
WQM Permit No. 1906403, Sewerage, Dorothy Arnott, 24 Mountain Road, Berwick, PA 18603. This proposed facility is located at North Centre Township, Columbia County.
Description of Proposed Action/Activity: Permit application for a small flow treatment facility, to repair a malfunctioning onlot system, consisting of a aeration tank, clarifier tank, free access sand filters, chlorination and discharge.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. WQG016137, Sewerage, Albert Kowalewski, 3751 Pitner Drive, Allison Park, PA 15101. This proposed facility is located in West Deer Township, Allegheny County.
Description of Proposed Action/Activity: Application for permit to construct and operate a small flow, single residence, sewage treatment plant.
WQM Permit No. 0471411-A3, Sewerage, Borough of Monaca, 928 Pennsylvania Avenue, Monaca, PA 15061. This existing facility is located in Monaca Borough, Beaver County.
Description of Proposed Action/Activity: Application for permit amendment to replace grit chamber.
WQM Permit No. 6306403, Sewerage, Ted Taylor Builders, 608 East McMurray Road, Suite 101, McMurray, PA 15317. This proposed facility is located in Peters Township, Washington County.
Description of Proposed Action/Activity: Application for the construction and operation of a residential development sanitary sewage pump station.
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
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI032806010 South Mountain Restoration Center
Attn: Dennis FleagleFranklin Guilford Township
Quincy TownshipRock Mountain Creek
HQ-CWFPAI036706005 Stu Widom Connective Mid Merit, LLC
P. O. Box 6066
Newark, DE 19714-6066
York Peach Bottom Township Muddy Creek
TSFSouthwest 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/UsePAI051106002 Jackson/East Taylor Sewer Authority
2603 William Penn Avenue
Johnstown, PA 15909Cambria Jackson Township Saltlick Run
(HQ-CWF)
Hinckston Run
(CWF)Westmoreland County Conservation District, 211 Donohoe Road, Greensburg, PA 15601, (724) 837-5271.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI056506003 Willow Glenn Development Co.
1383 Samantha Way
North Huntingdon, PA 15642Westmoreland North Huntingdon Township UNT Long Run
(HQ-TSF)Central Office: Bureau of Watershed Management, 400 Market Street, Floor 10, P. O. Box 8775, Harrisburg, PA 17105-8775.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI023906032 Lutron Electronics
Company Inc.Lehigh Upper Saucon Township UNT Saucon Creek
CWF
Tumble Brook
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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