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NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[49 Pa.B. 4115]
[Saturday, August 10, 2019]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT 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 regarding 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 (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

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 tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States 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 NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the 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. A comment submittal 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 public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.


I. NPDES Renewal Applications.

Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

NPDES No.
(Type)
Facility Name & Address County & Municipality Stream Name
(Watershed #)
EPA Waived Y/N?
PA0261220
(SEW)
Jason Brenneman
11973 Hartslog Valley Road
Huntingdon, PA 16652-7338
Huntingdon County/
Walker Township
11-B/Crooked Creek Y

 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.
NPDES No.
(Type)
Facility Name & Address County & Municipality Stream Name
(Watershed No.)
EPA Waived Y/N?
PA0217905
(Industrial)
Oakmont Municipal Authority
Hulton Purification Plant
P.O. Box 73
721 Allegheny Avenue
Oakmont, PA 15139-0073
Allegheny County
Oakmont Borough
Allegheny River (WWF) and Falling Springs Run (WWF)
(18-A)
Yes
PA0096628
(Sewage)
Hamill Manufacturing STP
500 Pleasant Valley Road
Trafford, PA 15085-2701
Westmoreland County
Penn Township
Lyons Run (TSF)
(19-A)
Yes
PA0002933
(Industrial)
Connellsville West
Side Facility
311 South 7th Street
Connellsville, PA 15425-3015
Fayette County
Connellsville City
Youghiogheny River (HQ-CWF)
(19-D)
Yes

II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5970.

PA0011851, Industrial, SIC Code 3317, 3356, 3451, Superior Tube Co. Inc., 3900 Germantown Pike, Collegeville, PA 19426-3112. Facility Name: Superior Tube Collegeville Facility. This existing facility is located in Lower Providence Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Perkiomen Creek (WWF, MF) and Unnamed Tributary to Perkiomen Creek (TSF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes, Warm Water Fishes, and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) XXX Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.10 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Quarterly
Daily
Maximum
Instant.
Maximum
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX
Trichloroethylene XXX XXX XXX Report Report XXX
n-Propyl Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.10 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Quarterly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Temperature (deg F) (°F) XXX XXX XXX XXX 110 XXX
Total Suspended Solids XXX XXX XXX 30.0
Avg Mo
60.0 75
Total Dissolved Solids XXX XXX XXX 1,000    
Avg Mo
2,000 2,500
Oil and Grease XXX XXX XXX 15.0
Avg Mo
XXX 30

 The proposed effluent limits for Outfall 108 are based on a design flow of 0.03 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Total Toxic Organics XXX XXX XXX 1.06
SEMI AVG
XXX XXX

 The proposed effluent limits for Outfall 108 are based on a design flow of 0.03 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Chromium, Total 0.143 0.231 XXX 0.573
Avg Qrtly
0.924 1.43
Copper, Total 0.172 0.282 XXX 0.689
Avg Qrtly
1.125 1.72
Cyanide, Total 0.054 0.100 XXX 0.216
Avg Qrtly
0.4 0.54
Lead, Total 0.036 0.058 XXX 0.143
Avg Qrtly
0.229 0.357
Nickel, Total 0.199 0.334 XXX 0.795
Avg Qrtly
1.33 1.98
Silver, Total 0.02 0.036 XXX 0.08
Avg Qrtly
0.143 0.2

 The proposed effluent limits for Outfall 108 are based on a design flow of 0.03 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly
Daily
Maximum
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report
Avg Mo
Report XXX XXX XXX XXX
pH (S.U.) XXX XXX Report
Inst Min
XXX XXX Report
Total Suspended Solids 2.69
Avg Mo
5.24 XXX 10.7 20.9 26.9
Oil and Grease 2.21
Avg Mo
4.44 XXX 8.84 17.7 22.11
Ammonia-Nitrogen 0.226
Avg Mo
0.226 XXX 0.9 0.9 0.904
Cadmium, Total 0.021
Avg Mo
0.057 XXX 0.086 0.229 0.229
Fluoride, Total XXX XXX XXX 2.5 XXX 5
Zinc, Total 0.123
Avg Mo
0.218 XXX 0.492 0.879 1.23

 In addition, the permit contains the following major special conditions:

 • TTO definition

 • Subject to DRBC limitations and conditions

 • Chemical Additives

 • Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is not in effect.

PA0040991, Industrial, SIC Code 5171, Mipc LLC, 920 Cherry Tree Road, Aston, PA 19014-1570. Facility Name: Philly G Street Terminal. This existing facility is located in Philadelphia City, Philadelphia County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Stormwater.

 The receiving stream(s), Frankford Creek (WWF) and Frankford Creek (WWF, MF), is located in State Water Plan watershed 3-J and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a stormwater:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Quarterly
Maximum Instant.
Maximum
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Total Recoverable Petroleum
 Hydrocarbons
XXX XXX XXX 15.0 XXX 30.0

 In addition, the permit contains the following major special conditions:

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. Best Management Practices

 III. Routine Inspections

 IV. PPC Plan

 V. Stormwater Monitoring Requirements

 VI. Other Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

PA0244473, Storm Water, SIC Code 3272, Delaware Valley Concrete Co. Inc., 248 E County Line Road, Hatboro, PA 19040-2116. Facility Name: Delaware Valley Concrete Kennett Square Facility. This existing facility is located in Kennett Township, Chester County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Stormwater.

 The receiving stream(s), Unnamed Tributary of East Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX    9.0
Max
XXX
pH (S.U.)
 Downstream Monitoring XXX XXX Report XXX Report
Max
XXX
pH (S.U.)
 Upstream Monitoring XXX XXX Report XXX Report
Max
XXX
Total Suspended Solids XXX XXX XXX 50 100 100
Oil and Grease XXX XXX XXX Report Report XXX

 In addition, the permit contains the following major special conditions: Preparedness, Prevention and Contingency (PPC) Plan; Annual inspection; Stormwater sampling; Property Rights; Collected screenings; Instream pH.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

PA0055689, Sewage, SIC Code 4952, Clemens Andrew S & Clemens Elaine R, 485 Camp Rock Hill Road, Quakertown, PA 18951-5352. Facility Name: Clemens SRSTP. This existing facility is located in Richland Township, Bucks County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.

 The receiving stream(s), Butter Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-E and is classified for Mi and High-Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .00005 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200  
Geo Mean
XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 19
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6
Total Residual Chlorine (TRC) XXX XXX Report Report XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

PA0052761, Sewage, SIC Code 4952, Buckingham Valley Rehab & Nursing Center, Inc., 820 Durham Road, Newtown, PA 18940. Facility Name: Buckingham Valley Nursing Center. This existing facility is located in Buckingham Township, Bucks County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Unnamed Tributary of Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.014 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.1 XXX 0.25
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
Nitrate-Nitrite as N
 Jul 1 - Oct 31 XXX XXX XXX 8.0 XXX 16
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6
Total Phosphorus
 Nov 1 - Mar 31 0.2 XXX XXX 1.6 XXX 3.2
 Apr 1 - Oct 31 0.1 XXX XXX 0.8 XXX 1.6

 Sludge use and disposal description and location(s): Sludge is hauled by Clemens to Hatfield Township Authority for treatment and disposal.

 In addition, the permit contains the following major special conditions:

 • Designation of responsible operator

 • TRC minimization in effluent

 • Operation & Maintenance Plan

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

PA0045021, Industrial, SIC Code 3479, Brightsmith, LLC, 120 Enterprise Avenue, Morrisville, PA 19067. Facility Name: Brightsmith IWWTP. This existing facility is located in Falls Township, Bucks County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.

 The receiving stream(s), Biles Creek (WWF, MF), is located in State Water Plan watershed 2-E and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0334 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Average
Monthly
Average
Quarterly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX  6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX 0.5 XXX XXX 1.2
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids 8.4 16.7 30 XXX 60 75
Total Dissolved Solids 698 1,396 2,500 XXX 5,000 6,250
Oil and Grease 4.2 XXX 15 XXX XXX 30
Aluminum, Total 0.228 0.552 Report XXX XXX 2.05
Chromium, Hexavalent 0.006 0.012 0.02 XXX 0.04 0.05
Chromium, Total 0.11 0.271 Report XXX XXX 0.97
Copper, Total 0.240 0.450 0.887 XXX 1.63 2.21
Iron, Dissolved 0.2 0.4 0.72 XXX 1.43 1.80
Iron, Total 0.336 0.659 Report XXX XXX 2.50
Zinc, Total 0.380 0.867 1.37 XXX 3.13 3.42

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0334 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Average
Monthly
Average
Quarterly
Daily
Maximum
Instant.
Maximum
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0334 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Average
Monthly
Average
Quarterly
Daily
Maximum
Instant.
Maximum
Cyanide, Free Report
Avg Qrtly
Report XXX Report Report XXX
Cyanide, Total 0.078
Avg Qrtly
0.188 XXX Report XXX 0.70

 The proposed effluent limits for Stormwater Outfall 003 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions:

 • Use of Chemical Additives

 • Approved Test Methods

 • Operation and Maintenance Plan

 • Stormwater Requirements

 • PCBs Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.


 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

Application No. PA0262188, Concentrated Animal Feeding Operation (CAFO), Weaver James (James Weaver Farm CAFO), 135 Herr Drive, Peach Bottom, PA 17563-9677.

 James Weaver has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as James Weaver Farm CAFO, located in Fulton Township, Lancaster County.

 The CAFO is situated near Peters Creek in Watershed 7-K, which is classified for High Quality—Warm Water Fishes. The CAFO is designed to maintain an animal population of approximately 705.60 animal equivalent units (AEUs) consisting of 202,500 Poultry Broilers and 90 Holstein Cows. Manure is stored in three locations, a liquid dairy underbarn measuring 133 ft × 50 ft × 8 ft, a 72 ft × 60 ft × 5 ft roofed concrete solid manure storage, and a proposed 200 ft × 80 ft × 8 ft roofed concrete solid manure storage. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The 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.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

PA0026972, Sewage, SIC Code 4952, PA American Water, 852 Wesley Drive, Mechanicsburg, PA 17055.

 Facility Name: Exeter Township WWTP Birdsboro. This existing facility is located in Exeter Township, Berks County.

 Description of Existing Activity: The application is for a renewal and transfer to new owner of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Instant.
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.40 XXX 1.3
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 203 305 XXX 20.3 30.5 40.6
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 244 366 XXX 24.4 36.6 48.8
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Dissolved Solids Report XXX XXX 1,500.0 XXX 3,000
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 200 XXX XXX 20.0 XXX 40
 May 1 - Oct 31 71 XXX XXX 7.1 XXX 14.2
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Copper, Total 0.53 0.83
Daily Max
XXX 0.053 0.083
Daily Max
0.13
PCBs Dry Weather Analysis (ng/L) XXX XXX XXX XXX Report
Daily Max
XXX
PCBs Wet Weather Analysis (ng/L) XXX XXX XXX XXX Report
Daily Max
XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.9 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Instant.
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.40 XXX 1.3
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 999 1,501 XXX 20.3 30.5 40.6
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 1,201 1,801 XXX 24.4 36.6 48.8
Total Dissolved Solids Report XXX XXX 1,500.0 XXX 3,000
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 984 XXX XXX 20.0 XXX 40
 May 1 - Oct 31 349 XXX XXX 7.1 XXX 14.2
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Copper, Total 2.6 4.1
Daily Max
XXX 0.053 0.083
Daily Max
0.13
PCBs Dry Weather Analysis (ng/L) XXX XXX XXX XXX Report
Daily Max
XXX
PCBs Wet Weather Analysis (ng/L) XXX XXX XXX XXX Report
Daily Max
XXX

 Sludge use and disposal description and location(s): Off-site disposal including to permitted landfills.

 In addition, the permit contains the following major special conditions:

 • Whole Effluent Toxicity Tests at least annually, with a Toxics Reduction Evaluation required following failures of re-tests

 • Sludge Inventory and Reporting

 • Record-keeping of Hauled-in Wastes

 • Industrial Pretreatment Program with user limits, headworks analysis, routine monitoring, and annual report

 • Preparation and implementation of a Pollutant Minimization Plan for PCBs

 • Control of stormwater quality by use of Best Management Practices, maintaining a Preparedness Prevention and Contingency (PPC) Plan, and visual inspections

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is not in effect.

PA0032557, Sewage, SIC Code 4952, Logan Township Blair County, 100 Chief Logan Circle, Altoona, PA 16602-4337. Facility Name: Logan Township Greenwood STP. This existing facility is located in Logan Township, Blair County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Little Juniata River (TSF, MF), is located in State Water Plan watershed 11-A and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.14 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Daily
Minimum
Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 238 380 XXX 25.0 40.0 50
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 285 428 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs)
 Effluent Net Report
Total Mo
XXX XXX XXX XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 228 XXX XXX 24.0 XXX XXX
 May 1 - Oct 31 76 XXX XXX 8.0 XXX 16
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus 10 XXX XXX 1.0 XXX 2
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs)
 Effluent Net Report
Total Mo
XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Disposed at Veolia Landfill in Elk County (PA0259058).

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is not in effect.

PA0032379, Industrial, SIC Code 4911, Safe Harbor Water Power Corporation, 1 Powerhouse Road, Conestoga, PA 17516-9651. Facility Name: Safe Harbor Hydroelectric Generating Station. This existing facility is located in Manor Township, Lancaster County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.

 The receiving stream(s), Conestoga River (WWF) and Susquehanna River (WWF), are located in State Water Plan watershed 7-J and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
DO XXX XXX 5.0
Inst Min
XXX XXX XXX
UV Light Dosage
 (mWsec/cm2) XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
Ammonia-N XXX XXX XXX Report XXX XXX
Kjeldahl-N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite-N XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0
Total Nitrogen XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.181 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Temperature (°F) XXX XXX XXX Report Report XXX
Total Suspended Solids
 Intake XXX XXX XXX Report Report XXX
Total Suspended Solids
 Effluent Net XXX XXX XXX 30 60 75
Oil and Grease
 Intake XXX XXX XXX Report Report XXX
Oil and Grease
 Effluent Net XXX XXX XXX 4.0 8.0 10
Aluminum, Total
 Intake XXX XXX XXX Report Report XXX
Aluminum, Total
 Effluent Net XXX XXX XXX 4.0 8.0 10
Iron, Total
 Intake XXX XXX XXX Report Report XXX
Iron, Total
 Effluent Net XXX XXX XXX 2.0 4.0 5.0
Magnesium, Total
 Intake XXX XXX XXX Report Report XXX
Magnesium, Total
 Effluent Net XXX XXX XXX 1.0 2.0 2.5
Bromide XXX XXX XXX Report XXX XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

PA0081302, Sewage, SIC Code 4952, South Londonderry Township Municipal Authority Lebanon County, 27 W Market Street, Palmyra, PA 17078-8736. Facility Name: South Londonderry Campbelltown West STP. This existing facility is located in South Londonderry Township, Lebanon County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Unnamed Tributary to Spring Creek (WWF), is located in State Water Plan watershed 7-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .215 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX    9.0
Daily Max
XXX
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.1 XXX 0.30
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 44.8 71.7 XXX 25 40 50
 May 1 - Oct 31 35.8 53.7 XXX 20 30 40
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 53.7 80.6 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max
XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 16.1 XXX XXX 9.0 XXX 18
 May 1 - Oct 31 5.3 XXX XXX 3.0 XXX 6
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus 3.5 XXX XXX 2.0 XXX 4
Copper, Total (Interim) Report XXX XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .215 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Copper, Total (Final) 0.027 XXX XXX 0.015 0.030
Daily Max
XXX

 Sludge use and disposal description and location(s):

 Digested sludge is hauled out by a licensed hauler (Gingrich Hauling) periodically or spread on reed beds onsite during warmer months.

 In addition, the permit contains the following major special conditions:

 • Stormwater Prohibition,

 • Approval Contingencies,

 • Proper Waste/solids Management,

 • Restriction on receipt of hauled in waste under certain conditions,

 • Chlorine Minimization,

 • Site specific criteria study and data collection.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

PA0081787, Sewage, SIC Code 6515, Telco Development Inc., 5 Maple Avenue, Manheim, PA 17545-8911. Facility Name: Gretna Springs MHP. This existing facility is located in West Cornwall Township, Lebanon County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Chiques Creek (WWF, MF), is located in State Water Plan watershed 7-G and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0264 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX 9.0
Daily Max
XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.22 XXX 0.73
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 7.5 XXX 15
 May 1 - Oct 31 XXX XXX XXX 2.5 XXX 5
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max
XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX

 Sludge use and disposal description and location(s):

 Digested sludge is hauled to Manheim STP by a license hauler (Kline's Services)

 In addition, the permit contains the following major special conditions:

 1. Stormwater Prohibition.

 2. Approval Contingencies.

 3. Management of collected screenings, slurries, sludges and other solids.

 4. Requirement to connect if a public sewer becomes available in the area.

 5. Chlorine minimization.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

PA0027596, Industrial, SIC Code 3273, New Enterprise Stone & Lime Co. Inc., P.O. Box 77, New Enterprise, PA 16664-0077. Facility Name: New Enterprise Stone Roaring Spring Quarry. This existing facility is located in Taylor Township, Blair County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.

 The receiving stream(s), Halter Creek (CWF (existing use)), is located in State Water Plan watershed 11-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .345 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average
Daily
Maximum
Minimum Annual
Average
Daily
Maximum
Instant.
Maximum
Total Dissolved Solids Report XXX XXX Report XXX XXX
Sulfate, Total Report XXX XXX Report XXX XXX
Chloride Report XXX XXX Report XXX XXX
Bromide Report XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .345 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average
Daily
Maximum
Minimum Annual
Average
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report
Avg Mo
Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Suspended Solids Report
Avg Mo
Report XXX 30
Avg Mo
50 60

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

PA0088676, Sewage, SIC Code 6515, Creek View Community, 493 Potato Road, Carlisle, PA 17015-8938. Facility Name: Creek View MHP. This existing facility is located in Upper Frankford Township, Cumberland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .015 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.1 XXX 0.2
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean
XXX 1,000
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX 1.0 XXX 2

 Sludge use and disposal description and location(s): Sludge is hauled off site via a local septage hauler to another WWTP for ultimate disposal.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.

PA0008150, Industrial, SIC Code 2621, Mt Holly Springs Specialty Paper Inc., 1 Mountain Street, Mount Holly Springs, PA 17065-1406. Facility Name: Mount Holly Springs Spec Paper Inc. This existing facility is located in Mount Holly Springs Borough, Cumberland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.

 The receiving stream(s), Mountain Creek (CWF, MF), is located in State Water Plan watershed 7-E and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max
XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX XXX Report
Daily Max
XXX
 Feb 1 - 28 XXX XXX XXX XXX 103.2
Daily Max
XXX
 Mar 1 - 31 XXX XXX XXX XXX Report
Daily Max
XXX
 Apr 1 - 30 XXX XXX XXX XXX Report
Daily Max
XXX
 May 1 - 15 XXX XXX XXX XXX 87.6
Daily Max
XXX
 May 16 - 31 XXX XXX XXX XXX 91.6
Daily Max
XXX
 Jun 1 - 15 XXX XXX XXX XXX 82.6
Daily Max
XXX
 Jun 16 - 30 XXX XXX XXX XXX 86.6
Daily Max
XXX
 Jul 1 - 31 XXX XXX XXX XXX 82.5
Daily Max
XXX
 Aug 1 - 31 XXX XXX XXX XXX 79.7
Daily Max
XXX
 Sep 1 - 15 XXX XXX XXX XXX 73.8
Daily Max
XXX
 Sep 16 - 30 XXX XXX XXX XXX 67.8
Daily Max
XXX
 Oct 1 - 15 XXX XXX XXX XXX 63.4
Daily Max
XXX
 Oct 16 - 31 XXX XXX XXX XXX 59.4
Daily Max
XXX
 Nov 1 - 15 XXX XXX XXX XXX 56.8
Daily Max
XXX
 Nov 16 - 30 XXX XXX XXX XXX 61.7
Daily Max
XXX
 Dec 1 - 31 XXX XXX XXX XXX Report
Daily Max
XXX
Biochemical Oxygen Demand  (BOD5) 214 390 XXX Report XXX 42
Total Suspended Solids 171 351 XXX Report XXX 34
Copper, Total 0.225 0.45 XXX 0.018 0.036
Daily Max
0.045

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The EPA Waiver is in effect.


 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

PA0255564, Sewage, SIC Code 8800, Keith Stepp, 131 Fort Cherry Road, McDonald, PA 15057. Facility Name: Stepp Properties STP. This proposed facility is located in Mount Pleasant Township, Washington County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream, Unnamed Tributary to Cherry Run (WWF), is located in State Water Plan watershed 20-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000
Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX Report

 Sludge use and disposal description and location: Facility to be constructed.

 The EPA Waiver is in effect.

PA0038181, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, 124 Park & Pool Road, New Stanton, PA 15672. Facility Name: New Stanton STP. This existing facility is located in Hempfield Township, Westmoreland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Sewickley Creek (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Daily
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Daily
Minimum
Average
Monthly
Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.06 XXX 0.19
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 1,500.0 2,400.0 XXX 25.0 40.0
Wkly Avg
50
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 1,800.0 2,700.0 XXX 30.0 45.0
Wkly Avg
60
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000      
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200     
Geo Mean
XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 510.0 XXX XXX 8.5 XXX 17.0
 May 1 - Oct 31 210.0 XXX XXX 3.5 XXX 7.0
Copper, Total XXX XXX XXX 0.026 0.04 XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 Sludge use and disposal description and location(s): Sludge is gravity thickened in the holding tank, dewatered by belt filtration and taken to Greenridge Reclamation Landfill, Permit No. 100281, for disposal.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.


 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

PA0272221, Sewage, SIC Code 8800, Elizabeth & Philip Hutchinson, P.O. Box 561, North East, PA 16428. Facility Name: Elizabeth & Philip Hutchinson SRSTP. This proposed facility is located in North East Township, Erie County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream(s), an unnamed tributary to Lake Erie, is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by PADEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

PA0104442 A-1, Sewage, SIC Code 4952, Breakneck Creek Regional Authority, 1166 Mars Evans City Road, Mars, PA 16046-2216. Facility Name: Breakneck Creek STP. This existing facility is located in Adams Township, Butler County.

 Description of Existing Activity: The application is for an amendment to an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Breakneck Creek, is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.0 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 375 575 XXX 15 23 30
 May 1 - Oct 31 250 375 XXX 10 15 20
Total Suspended Solids 751 1126 XXX 30 45 60
Ammonia-Nitrogen
 Nov 1 - Apr 30 82.6 XXX XXX 3.3 XXX 6.6
 May 1 - Oct 31 37.5 XXX XXX 1.5 XXX 3
Total Phosphorus 50 XXX XXX 2.0 XXX 4
Total Nitrogen Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Weekly
Average
Minimum Average
Monthly
Weekly
Average
Instant.
Maximum
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 375 560 XXX 10.0 15.0 20
Total Suspended Solids 375 560 XXX 10.0 15.0 20
Total Nitrogen 185 XXX XXX 5.0 XXX 10
Ammonia-Nitrogen
 Nov 1 - Apr 30 165 XXX XXX 4.5 XXX 9
 May 1 - Oct 31 56 XXX XXX 1.5 XXX 3
Total Phosphorus 18 XXX XXX 0.5 XXX 1

 The proposed effluent limits for Outfall 001 are based on a design flow of 3 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Daily
Maximum
Minimum Average
Monthly
Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX 9.0
Daily Max
XXX
Dissolved Oxygen XXX XXX 6.0
Daily Min
XXX XXX XXX
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean
XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX XXX Report XXX XXX
Total Dissolved Solids Report
Avg Qrtly
XXX XXX Report
Avg Qrtly
XXX XXX

 Sludge use and disposal description and location(s): Sludge is dewatered and sent to Seneca Landfill for disposal.

 In addition, the permit contains the following major special conditions:

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is not in effect.

PA0272311, Sewage, SIC Code 8800, Matthew Getner, 595 Irvine Run Road, Irvine, PA 16329. Facility Name: Matthew Getner SRSTP. This proposed facility is located in Brokenstraw Township, Warren County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream(s), Irvine Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

PA0272329, Sewage, SIC Code 8800, Steven Erdman, 618 Conneaut Lake Road, Adamsville, PA 16110. Facility Name: Steven Erdman SRSTP. This proposed facility is located in Sugar Grove Township, Mercer County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream(s), Unnamed Stream (TSF), is located in State Water Plan watershed 20-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

PA0272272, Sewage, SIC Code 8800, Mark Gennuso, 5371 Bear Creek Road, Fairview, PA 16415. Facility Name: Mark Gennuso SRSTP. This proposed facility is located in Fairview Township, Erie County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream, an Unnamed Tributary to the Bear Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0006 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP, or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

PA0272256, Sewage, SIC Code 8800, Steven Croud, 416 Western Avenue, Beaver, PA 15009. Facility Name: Steven Croud SRSTP. This proposed facility is located in Limestone Township, Warren County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.

 The receiving stream, the Allegheny River (WWF), is located in State Water Plan watershed 16-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly
Average
Weekly
Minimum Annual
Average
Maximum Instant.
Maximum
Flow (MGD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Biochemical Oxygen Demand  (BOD5) XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP, or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.


III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law.

Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

WQM Permit No. 0687409, A5, Sewerage, Fleetwood Borough Authority, 110 West Arch Street, Suite 104, Fleetwood, PA 19522-1321.

 This proposed facility is located in Richmond Township, Berks County.

 Description of Proposed Action/Activity: Seeking permit approval for the switching from gaseous chlorine RAS disinfection to liquid sodium hypochlorite RAS disinfection to control filamentous bacteria growth. Disinfectant is used only on an ''as needed'' basis.

WQM Permit No. 3419402, Amendment, Sewerage, Juniata County School District, East Juniata High School, South 7th Street, Box D HV 63, Mifflintown, PA 17059.

 This proposed facility is located in Fayette Township, Juniata County.

 Description of Proposed Action/Activity: Seeking permit approval for the replacement of an existing UV Disinfection system with a more modern system.

WQM Permit No. 0619404, Sewerage, Reading City, 815 Washington Street, Reading, PA 19601.

 This proposed facility is located in Reading City, Berks County.

 Description of Size and Scope of Proposed Operation/Activity: Seeking permit approval for the construction/operation of upgrades to the existing 6th & Canal Streets Pump Station.

WQM Permit No. 3119401, Sewerage, Karen L. Johnson, 11531 Johnson Acres Lane, Hesston, PA 16647.

 This proposed facility is located in Walker Township, Huntingdon County.

 Description of Size and Scope of Proposed Operation/Activity: Seeking permit approval for the construction/operation of single residence sewage treatment system to serve their properties at 11882 and 11892 Redstone Ridge Road, Hesston, PA 16647

Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

WQM Permit No. 6370414 A-4, Sewage, Municipal Authority of the City of Monongahela, 521 West Main Street, Monongahela, PA 15063.

 This existing facility is located in Monongahela City, Washington County.

 Description of Proposed Action/Activity: The Authority proposes to construct one wedgewater sludge drying bed at their wastewater treatment plan. The sludge drying beds would be used for drying sludge from the Authority's two pump stations, EQ tank and interceptor sewers. The dry solids would be disposed of in a dumpster under contract with Waste Management for hauling and disposal.

Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

WQM Permit No. 4319409, Sewage, Jonathan Crumbacher, 816 Hamburg Road, Fredonia, PA 16124-1818.

 This proposed facility is located in Delaware Township, Mercer County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

WQM Permit No. 1619405, Sewage, Washington Township Municipal Authority Clarion County, P.O. Box 124, Fryburg, PA 16326-0124.

 This proposed facility is located in Washington Township, Clarion County.

 Description of Proposed Action/Activity: Sanitary sewer extension.


IV. NPDES Individual Permit Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).

Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5970.

PAI130027, MS4, Valley Township Chester County, P.O. Box 467, Coatesville, PA 19320-0467. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Valley Township, Chester County. The receiving stream(s), West Branch Brandywine Creek, Sucker Run (WWF, MF), and Unnamed Tributary to West Branch Brandywine Creek (TSF, MF), is located in State Water Plan watershed 3-H and is classified for Migratory Fishes, Warm Water Fishes, and Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Total Maximum Daily Load (TMDL) Plan

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

PAI130032, MS4, Kennett Square Borough Chester County, 120 Marshall Street, Kennett Square, PA 19348-3108. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Kennett Square Borough, Chester County. The receiving stream(s), East Branch Red Clay Creek (TSF, MF), West Branch Red Clay Creek (TSF, MF), and Unnamed Tributary to West Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • Total Maximum Daily Load (TMDL) Plan

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.


VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities.

Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES
Permit No.
Applicant Name & Address County Municipality Receiving
Water/Use
PAD150132 151 Sheree Boulevard
Parnters, LLC
120 Pennsylvania Avenue
Malvern, PA 19355
Chester Uwchlan Township Shamona Creek
HQ-TSF
PAD230033 Castleway Properties, LLC
10 Industrial Highway
MS No. 1
East Building
Suite No. 105
Lester, PA 19029
Delaware Tinicum Township Delaware River
WWF-MF

Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

Monroe County Conservation District, 8050 Running Valley Road, Stroudsburg, PA 18347.

NPDES
Permit No.
Applicant Name & Address County Municipality Receiving
Water/Use
PAD450086 Sanofi Pasteur Inc.
Discover Dr.
SR 611
Swiftwater, PA 18370
Monroe Pocono Twp Swiftwater Creek
(HQ-CWF, MF)

Wayne Conservation District, 925 Court Street, Honesdale, PA 18431.

NPDES
Permit No.
Applicant Name & Address County Municipality Receiving
Water/Use
PAD640018 UGI Utilities Inc.
1 UGI Dr.
Denver, PA 17517-9039
Wayne Waymart Boro
Canaan Twp
Van Auken Creek
(HQ-TSF, MF)

Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Phillips, Section Chief, 717.705.4802.

Permit # Applicant Name & Address County Municipality Receiving
Water/Use
PAD210036 Carlisle Steel Supply, LLC
131 Stover Drive
Carlisle, PA 17015
Cumberland Middlesex Township UNT Letort
Spring Run
(Designated Use CWF; Existing Use HQ-CWF)
PAD220001 Pennsylvania Department of Transportation
Engineering District 8-0
2140 Herr Street
Harrisburg, PA 17103-1699
Dauphin Lower Paxton Township Slotznick Run
(CWF, MF)
UNT Spring Creek
(CWF, MF)
UNT Asylum Run
(WWF, MF)
Asylum Run
(WWF, MF)
UNT Paxton Creek
(WWF, MF)
EV Wetlands

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