NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[37 Pa.B. 2723]
[Saturday, June 16, 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 ? PA0062847
(Small Flow Treatment)H. A. Berkheimer, Inc.
Creditech, Inc.
1883 Jory Road
Pen Argyl, PA 18072Plainfield Township
Northampton CountyWaltz Creek
1FY
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 ? PA0083470
(Sew)Paradise Township Sewer Authority
2 Township Drive
P. O. Box 40
Paradise, PA 17562Lancaster County
Paradise TownshipPequea Creek
7-KY PA0044521
(Sew)Franklin County General Authority
5121A Coffey Avenue
Chambersburg, PA 17201Franklin County
Letterkenny TownshipUNT Dennis Creek
13-CY PA0246484
(SEW)Little Washington Wastewater Company
Links at Gettysburg
762 West Lancaster Avenue
Bryn Mawr, PA 19010-3489Adams County
Mount Joy TownshipRock Creek
13-DY
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.
PA0035769. Amendment No. 1, Industrial Waste, SIC 2011, 2048, 2077 and 2875; Moyer Packing Company, P. O. Box 395, Souderton, PA 18964-0395.
Description of Proposed Activity: Discharge of treated process wastewater from an industrial wastewater treatment plant serving beef and rendering facility and discharge of stormwater associated with industrial activities in Franconia Township, Montgomery County.
The receiving stream Skippack Creek is in the State Water Plan Watershed 3E and is classified for: TSF.
The proposed effluent limits for Outfall 001, based on an average flow of 0.75 mgd, are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 25 (11-1 to 4-10) 20 40 50 Total Suspended Solids 30 60 75 Oil and Grease 15 25 30 Fecal Coliform 200 colonies/100 ml as a geometric mean
pH Within limits of 6.0 to 9.0 Standard Units at all times
Phosphorus as P (4-1 to 10-31) Issuance to April 30, 2008 0.80 1.60 2.00 Phosphorus as P (11-1 to 3-31) Issuance to April 30, 2008 1.60 3.2 4.00 Phosphorus as P (4-1 to 10-31) May 1, 2008 to Expiration 0.29 0.58 0.72 Phosphorus as P (11-1 to 3-31) May 1, 2008 to Expiration 0.58 1.16 1.45 Ammonia as N (5-1 to 10-31) 1.2 2.4 3.0 (11-1 to 4-30) 3.6 7.2 9.0 Dissolved Oxygen Minimum of 5.0 mg/l at all times
Total Residual Chlorine 0.024 0.094 Osmotic Pressure 95 Milliosmoles/Kg as Maximum Daily
Total Dissolved Solids 3,100 6,200 7,750 Total Nitrogen Monitor Monitor The proposed effluent limits for stormwater Outfalls MP 101, 002--004 are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 Monitor and Report COD Monitor and Report Oil and Grease Monitor and Report pH Monitor and Report Suspended Solids Monitor and Report Total Kjeldahl Nitrogen Monitor and Report Total Phosphorus Monitor and Report Iron (Dissolved) Monitor and Report The EPA waiver is not in effect. In addition to the effluent limits, the permit contains the following major special conditions:
1. Remedial Measures.
2. BAT/ELG Reopener.
3. TMDL/WLA Analysis.
4. Requirements for Stormwater Outfalls.
5. Laboratory Certification.
6. Certified Operator.
7. Inspection of stream at Outfall 001.PA0027634, IW, SIC 4941, Pennsylvania American Water Company Yardley System, 800 West Hersheypark Drive, P. O. Box 888, Hershey, PA 17033-0888. This proposed facility is located in Lower Makefield Township, Bucks County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge treated filter backwash water from water filtration plant.
The receiving stream, UNT to Brock Creek, is in the State Water Plan Watershed 2E and is classified for: WWF. The nearest downstream public water supply intake for Morrisville Water Filtration Plant is located on the Delaware River and is 3 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 mgd.
Average Maximum Instantaneous Parameters Monthly (mg/l) Daily (mg/l) Maximum (mg/l) BOD5 Monitor and Report Suspended Solids 20 40 50 Aluminum, Total 0.7 1.4 1.8 Iron, Total 2.0 4.0 5.0 Manganese, Total 1.0 2.0 2.5 Chloroform Monitor and Report Dichlorobromomethane Monitor and Report Chlorodibromomethane Monitor and Report pH Within limits of 6.0 to 9.0 Standard Units at all times
Total Residual Chlorine 0.5 1.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. The BOD5 load in discharge shall not exceed the BOD5 load in raw watering entering the treatment plant.
PA0058408, Sewage, SIC 4952, Rivercrest Homeowners Association's Rivercrest Sewage Treatment Plant, Upper Providence Township, Montgomery County. Mailing address: 100 Rivercrest Drive, Phoenixville, PA 19460.
Description of Activity: This application is for an existing sewage treatment facility serving the Rivercrest residential golf course community.
The receiving waters, a UNT to the Schuylkill River (Outfall 001) and Doe Run (Outfall 002), is in the State Water Plan Watershed 3E-Perkiomen and is classified for: WWF (UNT to the Schuylkill River), TSF, aquatic life, water supply and recreation (Doe Run). The nearest downstream public water intake/supply is Aqua PA's Pickering Creek Water Filtration Plant and is approximately 3 miles downstream on the Schuylkill River.
The effluent limits for Outfall 001 are based on a design flow of 112,150 gpd:
Mass (lb/day) Concentration (mg/l) Average Average Average Average Instantaneous Parameters Monthly Weekly Monthly Weekly Maximum (mg/l) Flow CBOD5 9.3 14 10 15 20 Total Suspended Solids 9.3 14 10 15 20 Fecal Coliform 200/100 ml 1,000/100 ml Dissolved Oxygen 5.0 pH (Standard Units) 6.0 (Minimum) 9.0 Ammonia as N 3 3.0 6.0 In addition to the effluent limits, the permit contains the following major special conditions:
1. Discharge Must Not Cause Nuisance or Health Hazard.
2. Sludge Disposal According to State and Federal Regulations.The EPA waiver is in effect.
PA0031771 A1, Sewage, SIC 4952, Westtown Township, P. O. Box 79, Westtown, PA 19395. This proposed facility is located in Westtown Township, Chester County.
Description of Proposed Activity: Amendment of an NPDES permit to discharge treated sewage from Westtown-Chester Creek STP. This amendment reflects revised limits for copper only.
The receiving stream, East Branch of Chester Creek, is in the State Water Plan Watershed 3G and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Aqua-PA main system is located on Chester Creek and is 10.4 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.495 mgd.
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 40 50 TSS 30 45 60 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Fecal Coliform 200 lbs/100 ml 1,000 lbs/100 ml Dissolved Oxygen 3.0 (Instantaneous Minimum) Copper 0.028 0.056 0.070 Phosphorus, Total Monitor and Report Monitor and Report pH 6.0 to 9.0 Standard Units at all times In addition to the effluent limits, the amendment contains the following major special conditions:
1. Operator Notification.
2. Average Weekly Definition.
3. Remedial Measures if Unsatisfactory Effluent.
4. No Stormwater.
5. Acquire Necessary Property Rights.
6. Change in Ownership.
7. Proper Sludge Disposal.
8. TMDL/WLA Analysis.
9. I-max Limits.
10. Laboratory Certification.
NPDES Permit No. PA0050466, Sewage, SIC 4952, East Vincent Municipal Authority--Veterans Center Sewage Treatment Plant, 262 Ridge Road, Spring City, PA 19475. This proposed facility is located in East Vincent Township, Chester County.
Description of Activity: Renewal of Sewage Treatment Plant's NPDES permit to discharge effluent to a UNT of the Schuylkill River.
The receiving water, a UNT of the Schuylkill River, is in the State Water Plan Watershed 3E-Perkiomen and is classified for: WWF. The nearest downstream public water supply intake for Aqua-PA (Phoenixville) is located on the Schuylkill River and is approximately 3.5 miles below the point of discharge.
The existing effluent limits for Outfall 001 are based on an annual average flow of 0.5 mgd and are in effect from permit issuance to end of year two of permit term:
Average Average Maximum Instantaneous Parameters Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Ammonia as N 20 40 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 lbs/100 ml
(as Geometric Mean)1,000 lbs/100 ml Dissolved Oxygen 2.0 (Minimum) pH (Standard Units) 6.0 (Minimum) 9.0 (Maximum) The proposed effluent limits for Outfall 001 are based on an annual average flow of 0.5 mgd and are in effect from beginning of permit term year 3 to expiration:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 10 15 20 Ammonia as N 4.0 8.0 Total Residual Chlorine 0.2 0.4 Fecal Coliform 200 lbs/100 ml
(as Geometric Mean)1,000 lbs/100 ml Dissolved Oxygen 5.0 (Minimum) pH (Standard Units) 6.0 (Minimum) 9.0 (Maximum) In addition to the effluent limits, the permit contains the following major special conditions:
1. Dry stream discharge.
2. Proper sludge disposal.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0081060, Sewage, Ernest E. Kerstetter, 314 Erford Road, Camp Hill, PA 17011. 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, UNT to Yellow Breeches Creek, is in Watershed 7-E, and classified for CWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake for Pennsylvania American Water Company is located on the Yellow Breeches Creek, approximately 7.3 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.025 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Interim NH3-N Monitor and Report Monitor and Report Final NH3N (5-1 to 10-31) 4.0 8.0 (11-1 to 4-30) 12.0 24.0 Total Phosphorus 2.0 4.0 Interim Total Residual Chlorine 1.0 2.0 Final Total Residual Chlorine 0.47 1.55 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 final limits within 3 years.
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 0260843, CAFO, Ken Haller, 225 SR 501 South, Newmanstown, PA 17073.
Ken Haller has submitted an NPDES permit application for the Ken Haller Farm, an existing broiler, horse and heifer operation located in Heidelberg Township, Lebanon County. The existing operation includes five broiler barns. The CAFO is situated in Hammer Creek (Watershed 7-J), which is classified as a HQ-CWF. The CAFO has a target animal population of approximately 278 animal equivalent units consisting of 125,000 broilers, ten heifers and three horses. There are no liquid or semisolid manure storage facilities on the farm and all layer manure is stored as solid litter within the barns. Horse and heifer manure is applied directly to pasture. A release or discharge to waters of this Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
The Department of Environmental Protection (Department) has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.
The permit application and draft permit are on file at the Southcentral Regional Office of the Department.
Persons may make an appointment to review the Department of Environmental Protection's files by calling the file review coordinator at (717) 705-4732.
Persons wishing to comment on the proposed permit are invited to submit written comments to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. All 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.PA0027219, Sewage, Greater Uniontown Joint Sewage Plant Authority, 90 Romeo Lane, Uniontown, PA 15401. This application is for renewal of an NPDES permit to discharge treated sewage from the Uniontown STP in North Union Township, Fayette County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Redstone Creek, 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 Washington Township Municipal Authority.
Outfall 001: existing discharge, design flow of 8 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 2.3 3.5 4.6 (11-1 to 4-30) 5.2 7.8 10.4 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 1st month--36th month 1.0 3.3 37th month--expiration 0.16 0.38 Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions:
The EPA waiver is not in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0006343, Industrial Waste, AK Steel Corporation--Butler Works, 210 Pittsburgh Road, Butler, PA 16003. This proposed facility is located in Butler Township and City of Butler, Butler County.
Description of Proposed Activity: Renewal of an existing discharge of treated industrial waste, noncontact cooling water and stormwater.
The receiving waters are Connoquenessing Creek (Outfalls 001--005, 007--016, 027--030, 033--037 and 040--045), Sawmill Run (Outfalls 006, 026, 031 and 032), Rocklick Run (Outfalls 017--024, 038 and 039) and Sullivan Run (Outfall 025). The receiving streams are in State Water Plan 20-C and are classified for the following uses: WWF, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, sulfate and chloride the existing/proposed downstream potable water supply considered during the evaluation is the Beaver Falls Municipal Authority intake on the Beaver River, located at Eastvale, approximately 34 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.341 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) Total Suspended Solids 179 417 157 Chromium, Total 2.4 6.0 2.1 Nickel, Total 1.8 5.4 1.6 Chromium Hexavalent 0.26 0.51 0.093 0.19 0.23 Iron, Total 4.3 8.7 10.9 pH Within limits of 6.0 to 9.0 at all times The proposed effluent limits for Outfalls 002 and 003 are based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) Total Suspended Solids 150 Oil and Grease 30 pH Within limits of 6.0 to 9.0 at all times The proposed effluent limits for Outfall 004 are based on a design flow of 0.286 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) pH Within limits of 6.0 to 9.0 at all times The proposed effluent limits for Outfall 005 are based on a design flow of 2.51 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) Total Suspended Solids 1,568 3,773 187 Oil and Grease 508 1,522 15 61 Chromium, Total 18.4 46 2.2 Nickel, Total 14 41.4 1.7 Iron, Total 55.7 111 2.54 5.08 6.35 pH Within limits of 6.0 to 9.0 at all times The proposed effluent limits for Outfall 006 are based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) Total Suspended Solids 257 Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 at all times The proposed effluent limits for Outfall 007 are based on a design flow of 1.35 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) Total Suspended Solids 1,157 3,087 259 Oil and Grease 774 15 30 pH Within limits of 6.0 to 9.0 at all times The proposed effluent limits for Outfalls 008, 017--022, 026 and 027 are based on a design flow of n/a mgd.
Stormwater runoff and low volume discharges of treated recycle water from the main plant recycle system.
The proposed effluent limits for Outfalls 009--016, 023--025, 028--045 are based on a design flow of n/a mgd.
Stormwater runoff.
Special Conditions:
1. Temperature.
2. Chemical Additives.
3. Stormwater Best Management Practices.
4. Outfall Labeling--(Heated Waste Discharge)--Outfall 001 and 004.
5. Monitoring Waiver--Outfall 005 and 007.The EPA waiver is not in effect.
PA0238490, Sewage, Kennedy MHP, P. O. Box 226, Slippery Rock, PA 16057. This proposed facility is located in Marion Township, Butler County.
Description of Proposed Activity: New NPDES permit for a treated minor discharge from an existing sewage treatment works.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply, considered during the evaluation is the Camp Allegheny intake located on the Slippery Rock Creek and is approximately 36 miles below point of discharge.
The receiving stream, the UNT to McMurray Run, is in Watershed 20-C and classified for: CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 mgd.
Concentrations Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 10 20 Total Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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 Total Residual Chlorine 1.4 3.3 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)
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
WQM Permit No. 3507401, Jefferson Township Sewer Authority, 487 Cortez Road, Lake Ariel, PA 18436. This proposed facility is located in Jefferson Township, Lackawanna County.
Description of Proposed Action/Activity: This project consists of construction of sanitary sewers to include gravity sewer, low-pressure sewer, force main and one pump station to service the Evergreen Mobile Home Park in Jefferson Township. Also to be constructed a sanitary sewer extension with low-pressure sewer only along Hitchcock Road to existing pump station in Jefferson Township.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 6707408, Sewerage, Bethanne V. Schott, 9499 Brogueville Road, Felton, PA 17322. This proposed facility is located in Chanceford Township, York County.
Description of Proposed Action/Activity: Construction/operation of a small flow treatment facility to serve a single-family residence.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 1407201, Sewerage 4952, Fish and Boat Commission, 450 Robinson Lane, Bellefonte, PA 16823. This proposed facility is located in Benner Township, Centre County.
Description of Proposed Action/Activity: The applicant is proposing to upgrade flow and process metering systems, concrete repair, repair of groundwater pumping systems, improvements to the collection of spring water, the addition of partial recirculation of process water, installation of ultraviolet disinfection. The applicant is also proposing the construction and operation of a new settling tank and effluent disc filters.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
WQM Permit No. 4307401, Sewerage, Jefferson Township, 7407 Lamor Road, Mercer, PA 16137. This proposed facility is located in Jefferson Township, Mercer County.
Description of Proposed Action/Activity: This project is for the installation of 24,325 LF pressure main, pressure service sewers, 4,825 LF gravity sewers, manholes, 132 grinder pumps and incidental work to serve the establishments in a portion of Jefferson Township and to be conveyed to the Hermitage Municipal Authority sewage treatment facility.
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/UsePAI011507022 Summit Realty Advisors, LLC
8 Devonshires Court
Blue Bell, PA 19422
Chester East Whiteland Township Valley Creek
EVPAI011507023 The Kilgore Company
489 Devon Park Drive
Suite 300A
Wayne, PA 19087Chester Willistown and Tredyffrin Townships Valley Creek
EVPAI011507024 Ground Hog Land Conservation, LP
438 Ground Hog College Road
West Chester, PA 19382
Chester West Bradford Township Broad Run
EVNortheast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Luzerne County Conservation District: 485 Smith Pond Road, Lehman, PA 18627-0250, (570) 674-7991.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI024007002 Crystal Penn Ridge, LLC
Attn: Phil G. Rizzo
1247 Sussex Turnpike
Randolph, NJ 07869Luzerne Butler, Dennison and Foster Townships Nescopeck Creek
HQ-CWF
CWF
Oley Creek
HQ-CWF
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/UsePAI041407007 Robert Poole--Toftrees
PRD Patton Development
Corp I and II
Charlestown Partners
2121 Old Gatesburg Road
State College, PA 16803Centre Patton Township UNT Buffalo Run
HQ-CWF
UNT Spring Creek
CWFSullivan County Conservation District: R. R. 2, Box 2022B, Dushore, PA 18614, (570) 928-7057.
NPDES
Permit No.Applicant Name &
AddressCounty Municipality Receiving
Water/UsePAI045707001 Max Norton
R. R. 3
Box 8086
Canton, PA 17724Sullivan Fox Township Weed Creek
Hoagland Branch
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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