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PA Bulletin, Doc. No. 09-883

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[39 Pa.B. 2446]
[Saturday, May 16, 2009]

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 IINPDES 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 &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived Y/N ?
PA0035726 Camp Ramah
The Pavilion
Suite 734
261 Old York Road
Jenkintown, PA 19046
Wayne County
Buckingham Township
UNT to Equinunk Creek
1A
Y

   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 ?
PA0081141
(Sew)
Locustwood Mobile Home Park
Box 251
Morgantown, PA 19543
Lancaster County
East Cocalico Township
UNT to Little Cocalico Creek
7-J
Y
PA0051641
(Sew)
Historical and Museum Commission--Daniel Boone Homestead
400 Daniel Boone Road
Birdsboro, PA 19508
Berks County
Exeter Township
Owatin Creek
3-C
Y
PA0082937
(IW)
RR Donnelley and Sons Company--Lancaster West Facility
1375 Harrisburg Pike
Lancaster, PA 1760-12612
Lancaster County
Lancaster City
UNT Little Conestoga Creek
7-J
Y
PA0051781
(IW)
Reading Area Water Authority--Maiden Creek
Reading City Hall
815 Washington Street
Reading, PA 19601
Berks County
Ontelaunee Township
Maiden Creek
3-B
Y

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)
Facility Name &
Address
County &
Municipality
Stream Name
(Watershed #)
EPA Waived Y/N ?
PA0233617 Central PA Water Treatment, LLC
476 Rolling Ridge Drive
Suite 300
State College, PA 16801
Clinton County
Wayne Township
Y

   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 ?
PA0102911 Girl Scouts of Western PA
5681 Route 6N Route 285
Conneaut Lake, PA 16316
Sadsbury Township
Crawford County
UNT to Conneaut Outlet
16-D
Y
PA0001945 CEMEX Wampum Cement Plant
2001 Portland Park
Wampum, PA 16157
Wampum Borough
Lawrence County
Beaver River and UNTs of the Beaver River
20-B
Y
PA0020541 Girard Borough Wastewater Treatment Plant
Waterworks Park Drive
Girard, PA 16417
Girard Borough
Erie County
Elk Creek
15
Y

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.

   PA0012190, Industrial Waste, SIC 3356, Mueller Streamline Company, d/b/a Precision Tube Company, 287 Wissahickon Avenue, North Wales, PA 19454. This existing facility is located in Upper Gwynedd Township, Montgomery County.

   Description of Proposed Activity: Renewal of a NPDES permit to discharge noncontact cooling water and stormwater from a facility that manufactures nonferrous tubing. There is no discharge of process wastewater.

   The receiving stream, Wissahickon Creek, is in the State Water Plan Watershed 3F and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Philadelphia Water Department is located on the Schuylkill River.

   The proposed effluent limits for Internal Monitoring Point 102 are based on a design flow of 0.002 mgd for the noncontact cooling water:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameters Monthly Daily Monthly Daily Maximum (mg/l)
Temperature110° F
pH, (Standard Units)6.0 min9.0
Copper, TotalMonitor
Hardness as CaCO3 Monitor

   The proposed effluent limits for Outfall 002 are based on a design flow of an average storm event:

Mass (lb/day) Concentration (mg/l)
Average Maximum Average Maximum Instantaneous
Parameters Monthly Daily Monthly Daily Maximum (mg/l)
CBOD5 Monitor
COD Monitor
pH (Standard Units) Monitor
Oil and Grease Monitor
Total Suspended Solids Monitor
Total Kjeldahl Nitrogen Monitor
Total Phosphorus Monitor
Total Iron Monitor
Total Lead Monitor
Total Chromium Monitor
Total Copper Monitor
Total Cadmium Monitor
Total Arsenic Monitor

   In addition to the effluent limits, the permit contains the following major special conditions:

   1.  Remedial Measures if Public Nuisance.

   2.  Small Stream Discharge.

   3.  Change in Ownership.

   4.  Thermal Requirement.

   5.  Sampling Requirement for NCCW.

   6.  Stormwater Requirements.

   PA0036200, Sewage, Radley Run Mews Sewer Association, P. O. Box 84, Pocopson, PA 19382. This existing facility is located in Birmingham Township, Chester County.

   Description of Proposed Activity: This application requests renewal of the NPDES permit for an existing discharge of treated sewage from the Radley Run Mews sewage treatment plant.

   The receiving stream, Plum Run, is in the State Water Plan Watershed 3H and is classified for: WWF, MF and the Statewide water uses of aquatic life, water supply and recreation.

   The proposed effluent limits for Outfall 001 are based on a design flow of 0.032 mgd.

Mass (lb/day) Concentration (mg/l)
Monthly Weekly Monthly Weekly Instantaneous
Parameters Average Average Average Average Maximum (mg/l)
CBOD5 6.67 25 50
Total Suspended Solids 8.0 30 60
Ammonia as N 5.34 20 40
Fecal Coliform 200/100 ml (Geometric Mean) 1,000/100 ml
Dissolved Oxygen 3.0 (Minimum)
pH (Standard Units) 6.0 (Minimum) 9.0
Total Residual Chlorine 0.6 1.5
Phosphorus as P
   (4-1 to 10-31) 0.53 2.0 4.0
   (11-1 to 3-31)
   (years 1 and 2) Monitor and Report Monitor and Report
   (11-1 to 3-31)
   (years 3--5) 0.53 2.0 4.0
Total Nitrogen
   (years 1 and 2) Monitor and Report Monitor and Report

   In addition to the effluent limits, the permit contains the following major special conditions:

   1.  Notification of Designation of Operator.

   2.  Effective Disinfection.

   3.  Abandon STP When Municipal Sewers Available.

   4.  Remedial Measures if Unsatisfactory Effluent.

   5.  No Stormwater.

   6.  Acquire Necessary Property Rights.

   7.  Change of Ownership.

   8.  Total Residual Chlorine Requirement.

   9.  Sludge Disposal Requirement.

   10.  Instantaneous Maximum Requirements.

   11.  2/Month Sampling.

   12.  Small Stream Discharge.

   13.  Laboratory Certification.

   14.  Certified Operator.

   15.  Fecal Coliform I-Maximum Reporting.

   16.  Fecal Coliform 10% Rule.


   Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

   PA0061051, Sewage, Farda Realty Associates, LP, P. O. Box 130, Tannersville, PA 18372. This proposed facility is located in Pocono Township, Monroe County.

   Description of Proposed Activity:

   The receiving stream, UNT to Pocono Creek, is in the State Water Plan Watershed 1E and is classified for: HQ-CWF. The nearest downstream public water supply intake for City of Easton is located 33 miles below the point of discharge. The proposed effluent limits for Outfall 001 based on a design flow of 0.20 mgd.

AverageDailyInstantaneous
ParameterMonthly (mg/l) Maximum (mg/l) Maximum (mg/l)
CBOD5 10.0 20.0
Total Suspended Solids 10.0 20.0
NH3-N
   (5-1 to 10-31) 1.5 3.0
   (11-1 to 4-30) 4.5 9.0
Phosphorus as ''P'' 1.0 2.0
Dissolved Oxygen A minimum of 7.0 mg/l at all times.
Fecal Coliform 200/100 ml as a Geometric Mean
pH 6.0 to 9.0 Standard Units at all times.
Total Residual Chlorine 0.7 1.5
Nitrate Nitrogen
   (May--October) 4.0 8.0
Total Dissolved Solids 1,000 2,000

   Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.

   PA0028134, Industrial Waste, SIC 4941, Pennsylvania American Water Company, 207 Oneida Valley Road, Butler, PA 16001. This application is for renewal of an NPDES permit to discharge treated process water and stormwater from the Kittanning Filtration Plant in Rayburn Township, Armstrong County.

   The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Buffalo Township Municipal Authority, located at 16.2 miles below the discharge point.

   Outfall 001: existing discharge, design flow of 0.035 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 30.060.0
Iron 2.0 4.0
Manganese 1.0 2.0
Aluminum 4.08.0
Total Residual Chlorine 0.51.0
pHnot less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0030651, Sewage, Canon-McMillan School District, 1 North Jefferson Avenue, Canonsburg, PA 15317. This application is for renewal of an NPDES permit to discharge treated sewage from Wylandville Elementary School Sewage Treatment Plant in North Strabane Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of 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 Municipal Authority located on the Ohio River.

   Outfall 001: existing discharge, design flow of 0.0088 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) 3.0 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 0.5 1.1
Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0033294, Sewage, South Franklin Township, 100 Municipal Road, Washington, PA 15301. This application is for renewal of an NPDES permit to discharge treated sewage from Franklin Manor Sewage Treatment Plant in South Franklin Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Chartiers 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 Western Pennsylvania Water Company.

   Outfall 001: existing discharge, design flow of 0.06 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) 1.4 2.8
   (11-1 to 4-30) 2.8 5.6
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 0.1 0.3
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.

   PA0031488, Sewage, Yough School District, 915 Lowber Road, Herminie, PA 15637. This application is for renewal of an NPDES permit to discharge treated sewage from Yough Senior High School Wastewater Treatment Plant in Sewickley Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Little Sewickley Creek, which are classified as a TSF 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 0.013 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 50
Suspended Solids 30 60
Fecal Coliform
   (5-1 to 9-30) 200/100 ml as a Geometric Mean
   (10-1 to 4-30) 2,000/100 ml as a Geometric Mean
Total Residual Chlorine 1.4 3.3
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0217964, Sewage, Keith Vay, Box 204, Lowbar, PA 15660. This application is for renewal of an NPDES permit to discharge treated sewage from K-Vays STP in Sewickley Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Little Sewickley Creek, which are classified as a TSF 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 Westmoreland County Municipal Authority, McKeesport Plant, on the Youghiogheny River.

   Outfall 001: existing discharge, design flow of 0.006 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) 2.0 4.0
   (11-1 to 4-30) 6.0 12.0
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 0.13 0.31
Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0041441, Sewage, Somerset Township Municipal Authority, P. O. Box 247, 2209 North Center Avenue, Somerset, PA 15501. This application is for renewal of an NPDES permit to discharge treated sewage from Wells Creek Sewage Treatment Plant in Somerset Township, Somerset County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Wells 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 Hooversville Municipal Authority.

   Outfall 001: existing discharge, design flow of 0.8 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 25 38 50
Suspended Solids 30 45 60
Ammonia Nitrogen
   (5-1 to 10-31) 4.5 6.8 9.0
   (11-1 to 4-30) 13.5 20.3 27.0
Phosphorus
   (1st month--36th month) Monitor and Report
   (37th month--expiration) 2.0 3.0 4.0
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 0.3 0.9
Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is not in effect.

   PA0093254, Sewage, Sugar Creek Rest LP, 120 Lakeside Drive, Worthington, PA 16262. This application is for renewal of an NPDES permit to discharge treated sewage from Sugar Creek Rest STP in Sugarcreek Township, Armstrong County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Patterson Run, which are classified as a HQ-TSF 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 Cadogen Water Works.

   Outfall 001: existing discharge, design flow of 0.02 mgd.

Concentration (mg/l)
Average Average Maximum Instantaneous
Parameter Monthly Weekly Daily Maximum
CBOD5 20 40
Suspended Solids 25 50
Ammonia Nitrogen
   (5-1 to 10-31) 2.5 5.0
   (11-1 to 4-30) 6.0 12.0
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 0.13 0.3
Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0031984, Sewage, Department of Conservation and Natural Resources Bureau of State Parks, Raccoon Creek State Park, 3000 SR 18, Hookstown, PA 15050. This application is for renewal of an NPDES permit to discharge treated sewage from Raccoon Creek State Park STP and WTP in Hanover Township, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Traverse Creek, which are classified as a TSF 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 Water Authority.

   Outfall 001: existing discharge, design flow of 0.1 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) 2.5 5.0
   (11-1 to 4-30) 6.0 12.0
Iron 2.0 4.0
Manganese 1.0 2.0
Aluminum 4.0 8.0
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 0.15 0.35
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.

   PA0091588, Sewage, Yough School District, 915 Lowber Road, Herminie, PA 15637. This application is for renewal of an NPDES permit to discharge treated sewage from Yough Intermediate/Middle School STP in South Huntingdon Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Sewickley 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 McKeesport Water Authority.

   Outfall 001: existing discharge, design flow of 0.0135 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) 2.0 4.0
   (11-1 to 4-30) 5.0 10.0
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 0.18 0.41
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.

   PA0090689, Sewage, Maple Creek Mining, Inc., 1 Industrial Park Drive, Wheeling, WV 26003. This application is for renewal of an NPDES permit to discharge treated sewage from Spinner Sewage Treatment Plant in Fallowfield Township, Washington County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Sawmill 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 Pennsylvania American Water Company-Monongahela River.

   Outfall 001: existing discharge, design 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) 4.0 8.0
   (11-1 to 4-30) 12.0 24.0
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 0.7 1.6
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0110302, Sewage, North American Hoganas, Inc., 111 Hoganas Way, Hollsopple, PA 15935. This application is for renewal of an NPDES permit to discharge treated sewage from Quemahoning Industrial Development Park STP in Quemahoning Township, Somerset County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Quemahoning 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 Saltsburg Municipal Waterworks.

   Outfall 001: existing discharge, design 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) 20.0 40.0
   (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.

   PA0026140, Sewage, Rochester Area Joint Sewer Authority, 395 Adams Street, Rochester, PA 15074. This application is for renewal of an NPDES permit to discharge treated sewage from RAJSA Wastewater Treatment Plant in Rochester Borough, Beaver County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Ohio River, which are classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Midland Borough Municipal Authority.

   Outfall 001: existing discharge, design flow of 1.4 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 1.0
pH not less than 6.0 nor greater than 9.0

   Other Conditions: The first 3 years of the permit require quarterly monitoring for certain nutrients (nitrogen and phosphorus components) for Outfall 001. The Ohio River Valley Sanitation Commission (ORSANCO) requires this monitoring for direct discharges of 1 mgd or greater to the Ohio River.

   The EPA waiver is not in effect.

   PA0043869, Sewage, North Hempfield Volunteer Fire Company, 1284 Business Route 66, Greensburg, PA 15601. This application is for renewal of an NPDES permit to discharge treated sewage from North Hempfield Volunteer Fire Company STP in Hempfield Township, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as UNT of Brush Creek, which are classified as a TSF 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 PA American Water Co.--Pittsburgh.

   Outfall 001: existing discharge, design flow of 0.002 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) 3.5 7.0
   (11-1 to 4-30) 10.5 21.0
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
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0024082, Sewage, Municipal Authority of Westmoreland County, P. O. Box 730, Greensburg, PA 15601. This application is for renewal of an NPDES permit to discharge treated sewage from Avonmore Borough Sewage Treatment Plant in Avonmore Borough, Westmoreland County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Kiskiminetas 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 Freeport Water Company located on the Allegheny River.

   Outfall 001: existing discharge, design flow of 0.19 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
Total Residual Chlorine 1.0 3.3
pH not less than 6.0 nor greater than 9.0

   The EPA waiver is in effect.

   PA0033626, Sewage, West Greene School District, 1367 Hargus Creek Road, Waynesburg, PA 15370. This application is for renewal of an NPDES permit to discharge treated sewage from West Greene Middle School/Senior High School Sewage Treatment Plant in Center Township, Greene County.

   The following effluent limitations are proposed for discharge to the receiving waters, known as Hargus 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 Waynesburg Water Treatment Plant.

   Outfall 001: existing discharge, design flow of 0.012 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) 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.

   PA0104353, Sewage, Lemick, Inc., 9 Corporation Center, Broadview Heights, OH 44147. This proposed facility is located in Shenango Township, Mercer County.

   Description of Proposed Activity: New NPDES permit replacing an expired permit for 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 potable water supply (Public Water Supplier) is located on the Shenango River (New Castle District Pennsylvania-American Water Company) at RMI 4.7 and is approximately 17.3 miles below point of discharge.

   The receiving stream, the UNT to Shenango River, 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 0.035 mgd.

Concentrations
AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow (mgd) XX
CBOD5 25 50
Total Suspended Solids 30 60
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 0.5 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.

   PA0209741, Sewage, Reynolds/322 Company, LTD, 9 Corporation Center, Broadview Heights, OH 44147-3265. This existing facility is located in French Creek Township, Mercer County.

   Description of Proposed Activity: New NPDES permit replacing an expired 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 located on the Allegheny River (Emlenton Water Company) and is approximately 47 miles below point of discharge.

   The receiving stream, the UNT to Powder Mill Run, 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 0.0175 mgd.

Concentrations
AverageAverageInstantaneous
Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l)
Flow (mgd) XX
CBOD5 25 50
Total Suspended Solids 30 60
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
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)

   Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.

   WQM Permit No. 2809402, Sewerage, Edith and Samuel Shaffner, 10959 Stonewall Road, Shippensburg, PA 17257. This proposed facility is located in Southampton Township, Franklin County.

   Description of Proposed Action/Activity: Seeking approval for the construction/operation of a small flow sewage treatment system to serve their single-family residence.

   WQM Permit No. 2109403, Sewerage, Cumberland-Franklin Joint Municipal Authority, 725 Municipal Drive, Shippensburg, PA 17257. This proposed facility is located in Southampton Township, Cumberland County.

   Description of Proposed Action/Activity: Construction/Operation of a sewer extension and pump station to serve the Southwood Crossing.

   Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.

   WQM Permit No. 4109401, Sewerage, SIC 4952, Williamsport Sanitary Authority, 253 West Fourth Street, Williamsport, PA 17710-6113. This proposed facility will be located in the City of Williamsport, Lycoming County.

   Description of Proposed Action/Activity: The Authority proposes the construction of a 2 million gallon storage tank, which will be used to store excessive wet weather combined sewer flow.

   WQM Permit No. 5309401, Sewerage, SIC 4952, Galeton Borough Authority, 4 Sherman Street, Galeton, PA 16922. This proposed facility will be located in the Borough of Galeton, Potter County.

   Description of Proposed Action/Activity: The Authority proposes the Phase 2A Southwest Sewershed Separation and Improvement Project, which will rehabilitate or replace sewerage facilities south of Pine Creek.

   WQM Permit No. 1409402, Sewage, SIC 4952, Kirk G. Aguer, 123 Aspen Drive, Boalsburg, PA 16827. This proposed facility is located in Harris Township, Centre County.

   Description of Proposed Action/Activity: The applicant proposes to construct a new raw sewage equalization tank, replace existing sewers and extent new sewers for 28 new connections at Nittany Grove MHC.

   Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

   WQM Permit No. WQG016175, Sewerage, David Calderone, 162 A Hufnagel Drive, Clinton, PA 15026. This existing facility is located in Robinson Township, Washington County.

   Description of Proposed Action/Activity: Application for the construction and operation of a single-residence sewage treatment plant.


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

   Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.

   Monroe County Conservation District: 8050 Running Valley Road, Stroudsburg, PA 18360, (570) 629-3060.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI024503017R Tarisa, LLC
P. O. Box 159
Shippers Road
Macungie, PA 18062
Monroe Middle Smithfield Township Sand Hill Creek
HQ-CWF

   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
PAI025208001 Masthope Mountain Community Property Owners Council
HC 1
1A353 Karl Hope Boulevard
Lackawaxen, PA 18435
Pike Lackawaxen Township Tributary to Delaware River
HQ-CWF

   Northcentral 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 &
Address
County Municipality Receiving
Water/Use
PAI041409004 Joel Albert
Fox Ridge Subdivision
4031 Allport Cutoff Road
Morrisdale, PA 16858
Centre Benner Township Buffalo Run
HQ-CWF

   Southwest Region: Watershed Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

   Somerset County Conservation District: 6024 Glades Pike, Suite 103, Somerset, PA 15501, (814) 445-4652.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI055609001 Turnpike Commission
P. O. Box 67676
Harrisburg, PA 17106-7676
Somerset Jefferson and Lincoln Townships UNT to Crab Run
HQ-CWF
Laurel Hill Creek Basin

   Westmoreland County Conservation District: 218 Donohoe Road, Greensburg, PA 15601, (724) 837-5271.

NPDES
Permit No.
Applicant Name &
Address
County Municipality Receiving
Water/Use
PAI056509003 Arshad Hafreez
SASI, Inc.
7072 Lyons View Vourt
Murrysville, PA 15668
Westmoreland Murrysville Haymaker Run
HQ

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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