NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[38 Pa.B. 5172]
[Saturday, September 20, 2008]
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 Environmental Protection Agency (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 & Municipality Stream Name
(Watershed #)EPA Waived Y/N ? PA-0063797
(Minor Sewage)Pocono Valley Personal Care
R. R. 1
Box 1416
Stroudsburg, PA 18360Hamilton Township
Monroe CountyA tributary to Cherry Creek
1EY PAS802219 United States Postal Service--
Lehigh Valley VMF
17 South Commerce Way
Lehigh Valley, PA 18002-9731Northampton County
Bethlehem TownshipUNT to Monacacy Creek
2CY
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name & Address County & Municipality Stream Name
(Watershed #)EPA Waived Y/N ? PA0080713
(SEW)Pennsy Supply, Inc.
1 Clear Spring Road
Annville, PA 17003Lebanon County
North Londonderry and North Annville TownshipsKillinger Creek
7DY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name & Address County & Municipality Stream Name
(Watershed #)EPA Waived Y/N ? PA0238988 David J. Tomczak
9485 Old Waterford Road
Erie, PA 16509Greene Township
Erie CountyUNT to the East Branch of LeBoeuf Creek
16AY PA0239399 Craig V. and Julie K. King
2552 Mercer Butler Pike
Grove City, PA 16127Liberty Township
Mercer CountyUNT to Black Run
20-CY
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.
Regional Manager, Water Management, 2 East Main Street, Norristown, PA 19401, (484) 250-5970.
No. PA0011266, Amendment No. 2, Industrial Waste, Cabot Supermetals, County Line Road, Boyertown, PA 19512.
This application is for an NPDES permit amendment to: (1) to divert reverse osmosis reject water from Outfall 003 to Outfall 002 and to eliminate Outfall 003; and (2) update the permitted chemical additive list, at their Boyertown Facility located in Douglass Township, Montgomery County. This is an existing discharge to West Swamp Creek.
The receiving stream is classified for the following uses: migratory, TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.1763 mgd, effective from permit issuance through expiration, are as follows:
Effluent Limitations Mass Units (lbs/day) Concentrations (mg/l) Parameters Average
MonthlyMaximum
DailyAverage
MonthlyMaximum
DailyInstantaneous
MaximumTotal Suspended Solids 29.5 59.0 20 40 50 Total Dissolved Solids 15,012 23,420 10,210 15,928 25,525 Ammonia (as N) 8.8 17.6 6.0 12.0 15.0 Oil and Grease 22.0 44.0 15.0 30.0 30.0 Nitrite and Nitrate (as N) 160 224 137 193 218 Fluoride 49.92 88.95 34.0 60.5 85.0 Sulfate as SO4 10,586 16,515 7,200 11,232 18,000 Chloride 11,518 17,969 7,834 12,221 19,585 Nickel, T 0.047 0.066 0.032 0.045 0.080 Zinc, T 0.93 2.28 0.638 0.996 1.58 Copper, Total 0.074 0.154 0.050 0.105 0.125 Lead, Total 0.04 0.062 0.027 0.042 0.068 Molybdenum, Total 0.27 0.61 0.183 0.415 0.458 pH Within Limits of 6 to 9 Standard Units at all times
Dissolved Oxygen Minimum of 5.0 mg/l at all times Effluent Limitations
Mass Units (lbs/day) Concentrations (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum Total Residual Chlorine 0.5 1.0 1.2 BOD5 Monitor and Report Monitor and Report Monitor and Report Monitor and Report Arsenic Monitor and Report Chromium, HEX Monitor and Report Selenium, T Monitor and Report Thalliam Monitor and Report Aluminum, Total Monitor and Report Osmotic Pressure (MOs/kg) 330 515 825 The proposed effluent limits for Outfall 002, based on an average flow of 0.0764 mgd, are as follows:
Effluent Limitations Mass Units (lbs/day) Concentrations (mg/l) Parameters Average
MonthlyMaximum
DailyAverage
MonthlyMaximum
DailyInstantaneous
MaximumTotal Suspended Solids Monitor and Report Monitor and Report 20 40 50 Total Dissolved Solids Monitor and Report Monitor and Report 650 1,014 1,625 Ammonia (as N) Monitor and Report Monitor and Report 6.0 12.0 15.0 Phosphorus (as P) Monitor and Report Monitor and Report 2.0 3.1 5.0 Fluoride Monitor and Report Monitor and Report 40 62 100 Chloride Monitor and Report Monitor and Report 300 468 750 Sulfate as SO4 Monitor and Report Monitor and Report 100 156 250 Total Residual Chlorine 0.5 1.0 1.2 Temperature (° F) 110° F Osmotic Pressure (MOs/kg) Monitor and Report Monitor and Report NO2-N and NO3-N Monitor and Report Monitor and Report 2.0 3.1 5.0 Phenols, Total Monitor and Report Monitor and Report Selenium, Total Monitor and Report Monitor and Report Trichloroethylene Monitor and Report Monitor and Report 1-1, Dichloroethylene Monitor and Report Monitor and Report pH Within Limits of 6 to 9 Standard Units at all times Dissolved Oxygen Minimum of 5.0 mg/l at all times
CBOD5 * Monitor and Report Oil and Grease * Monitor and Report Chemical Oxygen Demand * Monitor and Report Total Kjeldahl Nitrogen * Monitor and Report Iron, Dissolved * Monitor and Report Lead, Total * Monitor and Report Chromium, Total * Monitor and Report Copper, Total * Monitor and Report Nickel, Total * Monitor and Report Molybdenum, Total * Monitor and Report Cadmium, Total * Monitor and Report Arsenic, Total * Monitor and Report Zinc, Total * Monitor and Report Nitrate Nitrogen * Monitor and Report Manganese, Total * Monitor and Report *These parameters are applicable to stormwater only.
Other Conditions:
The EPA waiver is in effect.
PA0011681, Industrial Waste, SIC 4924, PECO Energy Company, 300 Front Street, West Conshohocken, PA 19428. This existing facility is located in West Conshohocken Borough, Montgomery County.
Description of Proposed Activity: Renewal of an NPDES permit to discharge noncontact cooling water from vaporizers and stormwater from roof and yard drains to Gulph Creek (Outfall 001) and cooling tower blow-down to the Schuylkill River (Outfall 002).
The receiving streams, Gulph Creek and the Schuylkill River, are in the State Water Plan Watershed 3F and are classified for: WWF, aquatic life, water supply and recreation. The Schuylkill River is also classified for MF. The nearest downstream public water supply intake for Philadelphia is located on the Schuylkill River and is approximately 8.0 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of approximately 0.02 mgd:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Temperature 110° F pH (Standard Units) 6.0 minimum 9.0 The proposed effluent limits for Outfall 002 are based on a design flow of 0.019 mgd:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) Temperature 110° F pH (Standard Units) 6.0 minimun 9.0 Total Residual Oxidant 0.2 0.5 In addition to the effluent limits, the permit contains the following major special conditions:
1. Approved Additive Usage Rates.
2. Chemical Additives.
3. Temperature Requirements.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA#0065242, Sewage, Lower Milford Township, 7607 Chestnut Hill Church Road, Coopersburg, PA 18036-3712. This proposed facility is located in Lower Milford Township, Lehigh County.
Description of Proposed Activity: Discharge of 0.035 million gpd of treated sewage.
The receiving stream, Saucon Creek, is in the State Water Plan Watershed 2C and is classified for: HQ-CWF. The nearest downstream public water supply intake for City of Allentown is located on the Lehigh River and is greater than 13 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.035 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10.0 15.0 20 (11-1 to 4-30) 20.0 30.0 40 Total Suspended Solids 10.0 15.0 20 NH3-N (5-1 to 10-31) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.5 18.0 Phosphorus as ''P'' 2.0 4.0 Dissolved Oxygen A minimum of 6.0 mg/l at all times.
Fecal Coliform (5-1 to 9-30) 200/100 ml as a Geometric Mean
(10-1 to 4-30) 2,000/100 ml as a Geometric Mean
pH 6.0 to 9.0 Standard Units at all times.
Total Residual Chlorine 0.0 0.0
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0085570, Industrial Waste, SIC Code 4941, Millersburg Area Authority. This facility is located in Upper Paxton Township, Dauphin County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Wiconisco Creek, is in Watershed 6-C, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is United Water Company located on the Susquehanna River, approximately 15 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.03 mgd are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH (Standard Units) From 6.0 to 9.0 inclusive Total Aluminum 4.0 8.0 10 Total Iron 2.0 4.0 5.0 Total Manganese 1.0 2.0 2.5 Total Residual Chlorine Monitor and Report Monitor and Report Total Suspended Solids 30 60 75 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 0037150, Sewage, Penn Township Board of Commissioners, 20 Wayne Avenue, Hanover, PA 17331. This facility is located in Penn Township, York County.
Description of activity: The application is for amendment of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Oil Creek, is in Watershed 7-H, 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 40.5 miles downstream. The discharge is not expected to affect the water supply.
The effluent limits for Outfall 001 for CBOD5 in the existing permit were shown in error. The amendment to the permit shows the correct limits. The correct limits are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 22.5 30 (11-1 to 4-30) 25 40 50 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.PA0217883, Sewage, Encotech Incorporated, P. O. Box 305, Eighty Four, PA 15330. This application is for renewal of an NPDES permit to discharge treated sewage from Encotech STP in North Strabane Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Drainage Swale Tributary to Little Chartiers Creek, which are classified as a HQ-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 Water Authority on the Ohio River.
Outfall 001: existing discharge, design flow of 0.0003 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 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 Monitor and Report
Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0219461, Sewage, Center-West Joint Sewer Authority, 235 Main Street, West Brownsville, PA 15417. This application is for renewal of an NPDES permit to discharge treated sewage from Center-West Joint Sewer Authority STP in Centerville Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Monongahela 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 Tri-County Joint Municipal Authority on the Monongahela River.
Outfall 001: new discharge, design flow of 0.35 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a Geometric Mean (10-1 to 4-30) 2,000/100 ml as a Geometric Mean pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0096369-A1, Sewage, Patrick J. DiCesare, 116 East Pittsburgh Street, Greensburg, PA 15601. This application is for amendment of an NPDES permit to discharge treated sewage from Valley Hi MHP STP in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Buffalo 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 McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.00625 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 3.4 6.8 (11-1 to 4-30) 10.2 20.4 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 0.46 1.0 Dissolved Oxygen not less than 3.0 mg/l pH not less than 6.0 nor greater than 9.0 Other Conditions: The following effluent limitations will apply if/when the treatment plant is expanded to a flow of 0.02 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.4 4.8 (11-1 to 4-30) 6.6 13.2 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 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.
PA0023698, Sewage, Vanport Township Municipal Authority, 285 River Avenue, Vanport, PA 15009. This application is for renewal of an NPDES permit to discharge treated sewage from Vanport Water Pollution Control Plant in Vanport Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Twomile 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 Midland Borough Municipal Authority.
Outfall 001: existing discharge, design flow of 1.56 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 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 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfall 101 which discharges to the receiving waters known as Twomile Run is a stormwater outfall at the sewage treatment plant. There are at this time no specific numerical effluent limitations on that outfall. This discharge must meet the stormwater discharge requirements in Part C of the permit.
The EPA waiver is not in effect.
PA0042161, Sewage, James M. Quinn, P. O. Box 608, Moon Township, PA 15108. This application is for renewal of an NPDES permit to discharge treated sewage from Green Haven Estates STP in Raccoon Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Swale to UNT 33578 to Raccoon 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 Midland Borough Municipal Authority.
Outfall 001: existing discharge, design flow of 0.0112 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) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 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.PA0103101, Sewage. Wesley Woods Christian Education Center, 1001 Fiddlers Green Road, Grand Valley, PA 16420. This proposed facility is located in Eldred Township, Warren County.
Description of Proposed Activity: Renewal of an NPDES Permit for an existing discharge of treated sewage.
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 point of discharge.
The receiving stream, the UNT to Caldwell Creek, is in Watershed 16-E and classified for: HQ-CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0213 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) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 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.
PA0024805, Sewage. Linesville Municipal Authority, 103 Erie Street, Box 145, Linesville, PA 16424. This proposed facility is located in Linesville Borough, Crawford County.
Description of Proposed Activity: New permit for an existing discharge of treated sewage.
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 Tuttle Point, Pymatuning State Park, is located on the Pymatuning Creek and is approximately 3 miles below point of discharge.
The receiving stream, the Linesville Creek, is in Watershed 20-A and classified for: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.205 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 CBOD5 42.7 68.4 25 40 50 Total Suspended Solids 51.3 76.9 30 45 60 NH3-N (5-1 to 10-31) 2.5 5 (11-1 to 4-30) 7.5 Phosphorus 1 2 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 0.4 1.2 Dissolved Oxygen minimum of 3 mg/l at all times 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. 4608411, Sewerage, Springfield Township, 1510 Paper Mill Road, Wyndmoor, PA 19038. This proposed facility is located in Springfield Township, Montgomery County.
Description of Action/Activity: Construction and operation of a sanitary pump station to convey the wastewater from the Squires Ridge Development to the City of Philadelphia, to Philadelphia, Southwest Wastewater Treatment Facility.
WQM Permit No. 1508411, Sewerage, London Grove Township Municipal Authority, 372 Rose Hill Road, Suite 300, West Grove, PA 19468. This proposed facility is located in London Grove Township, Chester County.
Description of Action/Activity: Construction and operation of a wastewater treatment facility and satellite spray irrigation facilities.
WQM Permit No. 1598412, Sewerage, Renewal, Green Hill Sewer Association, 1000 Mill Road, West Chester, PA 19380. This proposed facility is located in East Goshen Township, Chester County.
Description of Action/Activity: Renewal of existing wastewater treatment plant with spray permit.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 2282406, Amendment 08-1, Sewerage, Berrysburg Municipal Authority, P. O. Box 183, First and Hickory Streets, Berrysburg, PA 17005. This proposed facility is located in Berrysburg Borough, Dauphin County.
Description of Proposed Action/Activity: Construction/Operation of minor sewer amendment; sewer treatment plant addition of fine bar screen to headworks.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
WQM Permit No. 0208203, Industrial Waste, Lafarge North America, Inc., 555 Frost Road, Suite 100, Streetsboro, OH 44241. This proposed facility is located in West Mifflin Borough, Allegheny County.
Description of Proposed Action/Activity: Application for the construction and operation of a wash water/recirculation pond with a geosynthetic liner to replace an existing unlined wash pond.
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 & Address County Municipality Receiving Water/Use PAI01
0908012Solteck Equities, LLC
703 West Market Street
Perkasie, PA 18944Bucks Springfield Township Cooks and Dimple Creeks
EV-TSFPAI01
0908013Our Kinder, LP
5 Glen Eagles Drive
New Hope, PA 18938Bucks Solebury Township UNT Aquelong Creek
HQ-CWFPAI01
1508058Ameri Corp Homes
One South State Street
Newtown, PA 18940Chester West Caln Township UNT Birch Run
HQ-TSF-MFNortheast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Pike County Conservation District: HC 6, Box 6770, Hawley, PA 18428, (570) 226-8220.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving Water/Use PAI025203005R Woodloch Pines, Inc.
2 Woodloch Springs
Hawley, PA 18428Pike Lackawaxen Township Tributary to Teedyuskung Creek
HQ-CWF, MFLehigh County Conservation District: Lehigh Agricultural Center, Suite 102, 4184 Dorney Park Road, Allentown, PA 18104, (610) 391-9583.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving Water/Use PAS10Q003R(2) Jaindl Land Co.
Attn: David Jaindl
3150 Coffeetown Road
Orefield, PA 18069Lehigh Upper Macungie
TownshipIron Run
HQ-CWFSouthwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.
Somerset County Conservation District, Somerset County Agricultural Center, 6024 Glades Pike, Suite 103, Somerset, PA 15501, (814) 445-4652.
NPDES
Permit No.Applicant Name & Address County Municipality Receiving Water/Use PAI055608003 Seven Springs Mountain Resort
777 Waterwheel Drive
Champion, PA 15622Somerset Middlecreek Township Blue Hole and Allen Creeks
EV
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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