Pennsylvania Code
Pennsylvania Code & Bulletin
COMMONWEALTH OF PENNSYLVANIA

• No statutes or acts will be found at this website.

The Pennsylvania Bulletin website includes the following: Rulemakings by State agencies; Proposed Rulemakings by State agencies; State agency notices; the Governor’s Proclamations and Executive Orders; Actions by the General Assembly; and Statewide and local court rules.

PA Bulletin, Doc. No. 18-966

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[48 Pa.B. 3751]
[Saturday, June 23, 2018]

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?
PA0088960—IW West Saint Clair Township/
Pleasantville Borough Authority
PO Box 43
Alum Bank, PA 15521-0043 		Bedford/West St.
Clair Township 		Dunning Creek/11-C Y
PA0260134—sew Lancaster Family YMCA
(Camp Shand YMCA)
265 Harrisburg Avenue
Lancaster, PA 17603-2936 		Lebanon/Cornwall Borough UNT Shearer's Creek/7-G Y
 Northcentral Regional Office: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3636.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name (Watershed No.) EPA Waived Y/N?
PA0023582
(Sewage) 		Freeburg Borough WWTF
PO Box 308
Freeburg, PA 17827-0308 		Snyder County
Freeburg Borough 		Unnamed Tributary to Susquehecka Creek
(6-A) 		Yes
PA0115207
(Sewage) 		Orangeville Borough Wastewater Treatment Plant
PO Box 176
Orangeville, PA 17859-0176 		Columbia County
Orangeville Borough 		Fishing Creek
(5-C) 		Yes
 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?
PA0217603
(Sewage) 		Cumberland Mine Bathhouse No 6 Portal STP
PO Box 1020
158 Portal Road
Waynesburg, PA 15370-3020 		Greene County
Whiteley Township 		Unnamed Tributary to Patterson Run
(19-G) 		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.

 PA0012637, Industrial, SIC Code 2911, Monroe Energy LLC, Trainer Refinery, 4101 Post Road, Trainer, PA 19061-5052. Facility Name: Trainer Refinery. This existing facility is located in Trainer Borough, Delaware 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), Marcus Hook Creek, Stoney Creek, and Delaware River Estuary Zone 4, are located in State Water Plan watershed 3-G and are 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 Monitoring Point 101 are based on a design flow of 65.77 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Aluminum, Total
 Effluent Net XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
 Intake XXX XXX XXX Report Report XXX
Cadmium, Total
 Intake XXX XXX XXX Report Report XXX
 Effluent Net XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Copper, Total
 Intake XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Copper, Total
 Effluent Net XXX XXX XXX Report Report XXX
Iron, Total
 Effluent Net XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Iron, Total
 Intake XXX XXX XXX Report Report XXX
Lead, Total
 Effluent Net XXX XXX XXX Report Report XXX
 Intake XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of 65.77 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum 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 XXX 0.16
Avg Mo 		XXX 0.5
Temperature (deg F) XXX XXX XXX XXX XXX 110
Heat Rejection Rate (MBTUs/day) XXX 67,470 XXX XXX XXX XXX
Total Suspended Solids
 Intake XXX XXX XXX Report
Avg Mo 		Report XXX
Total Suspended Solids XXX XXX XXX Report
Avg Mo 		Report XXX
 Effluent Net 16,460 32,920 XXX 30.0
Avg Mo 		60.0 75
Total Dissolved Solids
 Intake XXX XXX XXX Report
Avg Mo 		Report XXX
 Effluent Net XXX XXX XXX Report
Avg Mo 		Report XXX
Total Dissolved Solids XXX XXX XXX Report
Avg Mo 		Report XXX
Oil and Grease 8,230 XXX XXX 15
Avg Mo 		XXX 30
Total Organic Carbon
 Effluent Net XXX XXX XXX XXX XXX 5.0
Total Organic Carbon XXX XXX XXX XXX XXX Report
 Intake XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Interim Limits.

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

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Aluminum, Total Report 135 XXX Report 4.64 4.64
Selenium, Total 0.88 1.75 XXX 0.03 0.06 0.08

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		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
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.16 XXX 0.50
Biochemical Oxygen Demand
 (BOD5) 		1,000 2,000 XXX 34.0 68.0 85
BOD, carbonaceous, 20 day, 20 C 1,500 XXX XXX XXX XXX XXX
Chemical Oxygen Demand (COD) 17,608 33,130 XXX 603.0 1,135.0 1,508
Total Suspended Solids 875 1,750 XXX 30.0 60.0 75
Total Dissolved Solids
 Intake XXX XXX XXX Report Report XXX
 Effluent Net 29,190 58,380 XXX 1,000.0 2,000.0 2,500
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease 438 876 XXX 15.0 30.0 30
Total Nitrogen XXX XXX XXX Report Report XXX
Ammonia-Nitrogen 1,020 2,040 XXX 35.0 70.0 87
Total Phosphorus 58 83 XXX 2.0 4.0 5
Antimony, Total XXX XXX XXX Report Report XXX
Chromium, Hexavalent 1.1 2.4 XXX 0.04 0.08 0.1
Chromium, Total 13 37 XXX 0.45 1.27 1.27
Cyanide, Free XXX XXX XXX Report Report XXX
Sulfide, Total 13 30 XXX 0.45 1.03 1.13
Phenolics, Total 11 34 XXX 0.38 1.16 1.16

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Limits.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Total Residual Chlorine (TRC) XXX XXX XXX 0.16 XXX 0.5
Heat Rejection Rate (MBTUs/day) XXX 43200 XXX XXX XXX XXX
Total Organic Carbon
 Effluent Net XXX XXX XXX XXX XXX 5.0
 Intake XXX XXX XXX XXX XXX Report
Total Organic Carbon XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0432 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Total Residual Chlorine (TRC) XXX XXX XXX 0.02 XXX 0.05

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD./0.0432 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) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX Report
Avg Mo 		Report XXX
Total Suspended Solids
 Effluent Net XXX XXX XXX 30.0
Avg Mo 		60.0 75
 Intake XXX XXX XXX Report
Avg Mo 		Report XXX
Total Dissolved Solids
 Intake XXX XXX XXX Report
Avg Mo 		Report XXX
 Effluent Net XXX XXX XXX Report
Avg Mo 		Report XXX
Total Dissolved Solids XXX XXX XXX Report
Avg Mo 		Report XXX
Oil and Grease XXX XXX XXX 15
Avg Mo 		XXX 30

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD./0.0432 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Aluminum, Total XXX XXX XXX Report Report XXX
Aluminum, Total
 Effluent Net XXX XXX XXX Report Report XXX
 Intake XXX XXX XXX Report Report XXX
Cadmium, Total
 Intake XXX XXX XXX Report Report XXX
 Effluent Net XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Copper, Total
 Intake XXX XXX XXX Report Report XXX
 Effluent Net XXX XXX XXX Report Report XXX
Silver, Total
 Intake XXX XXX XXX Report Report XXX
 Effluent Net XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 005 are based on an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N 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
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 an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N 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
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 an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 007 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 007 are based on an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Phosphorus 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 an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N 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
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 an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 012 are based on an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Phosphorus 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 013 are based on an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Phosphorus 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 015 are based on an average stormwater flow—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
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N 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
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 69.27 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Toxicity, Chronic—
 Ceriodaphnia Survival (TUc) XXX XXX XXX XXX Report XXX
 Reproduction (TUc) XXX XXX XXX XXX Report XXX
Toxicity, Chronic—Pimephales
 Survival (TUc) XXX XXX XXX XXX Report XXX
 Growth (TUc) XXX XXX XXX XXX Report XXX

 Stormwater Outfalls 003, 011 and 014 are not required to be monitored.

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. BAT/ELG Reopener

 D. Chlorine Optimization

 E. TMDL/WLA Data

 F. 316(a) Modification

 G. WQM Permits

 H. Stormwater Credits

 I. WETT Requirement

 J. Chemical Additives

 K. Heat Rejection Rate

 L. PCB/PMP Requirement

 M. Cooling water Intake

 N. Hydrostatic Discharge

 O. Stormwater Condition

 P. Schedule of Compliance

 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.

 PA0244988, Storm Water, SIC Code 3714, Federal Mogul Systems Protection Technical Center, 241 Welsh Pool Road, Exton, PA 19341-1316. Facility Name: Federal Mogul Systems Protection Technical Center. This proposed facility is located in Uwchlan Township, Chester County.

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

 The receiving stream(s), Pine Creek, is located in State Water Plan watershed 3-D and is classified for Migratory 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 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for 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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease 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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease 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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease 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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

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

 Proposed Part C Conditions:

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. Best Management Practices

 III. Routine Inspections

 IV. Preparedness, Prevention and Contingency (PPC) Plan

 V. Stormwater Monitoring Requirements

 VI. Other Requirements

 A. Acquire Necessary Property Rights

 B. Sludge Disposal 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.

 PA0081795, Sewage, SIC Code 4952, Tksm LLC, 1190 Wyndsong Drive, York, PA 17043. Facility Name: Williams Grove MHP. This existing facility is located in Monroe 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), Yellow Breeches Creek, is located in State Water Plan watershed 7-E 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 0.03 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
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
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
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.—Limits.

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

 PA0260967, Sewage, SIC Code 6515, Jeremy S Hunter, 6983 Wertzville Road, Enola, PA 17025. Facility Name: Hodges MHP. This existing facility is located in Silver Spring 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), Unnamed Tributary to Conodoguinet Creek, 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 0.013 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
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.03 XXX 0.10
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
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3
Total Phosphorus XXX XXX XXX 2.0 XXX 4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.013 MGD.—Limits.

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

 PA0082465, Sewage, SIC Code 8661, Camp Penn Susquehanna Conference of U.M. Church, 8005 Old Forge Road, Waynesboro, PA 17268. Facility Name: Camp Penn Susquehanna Conference of U.M. Church. This existing facility is located in Quincy Township, Franklin 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), East Branch Antietam Creek, is located in State Water Plan watershed 13-C and is classified for High Quality Waters—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 0.0132 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
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
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) XXX XXX XXX 200  
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N
 Jun 1 - Aug 31 XXX Report
Daily Max 		XXX XXX Report
Daily Max 		XXX
Total Nitrogen
 Jun 1 - Aug 31 XXX Report
Daily Max 		XXX XXX Report
Daily Max 		XXX
Ammonia-Nitrogen XXX XXX Report XXX
Total Kjeldahl Nitrogen
 Jun 1 - Aug 31 XXX Report
Daily Max 		XXX XXX Report
Daily Max 		XXX
Total Phosphorus
 Jun 1 - Aug 31 XXX Report
Daily Max 		XXX XXX Report
Daily Max 		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.

 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.3636.

 PA0232971, Sewage, SIC Code 4952, Franklin Township, PO Box 85, Lairdsville, PA 17742-0085. Facility Name: Lairdsville Wastewater Treatment Plant. This proposed facility is located in Franklin Township, Lycoming County.

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

 The receiving stream(s), Little Muncy Creek, is located in State Water Plan watershed 10-D 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 0.018 MGD.

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 Report XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		3.5 6.0 XXX 25.0 40.0 50
Biochemical Oxygen Demand
 (BOD5)
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 4.5 6.5 XXX 30.0 45.0 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 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 Report Report XXX Report Report XXX
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 Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)
 (lbs)
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs)
 (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ultraviolet light dosage
 (mjoules/cm2) 		XXX XXX Report XXX XXX XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average 		Maximum Instant.
Maximum
Total Nitrogen (Total Load, lbs)
 (lbs)
 Effluent Net XXX 60
Total Annual 		XXX XXX XXX XXX
Total Nitrogen (Total Load, lbs)
 (lbs) 		XXX Report
Total Annual 		XXX XXX XXX XXX
Ammonia-Nitrogen (Total Load, lbs)
 (lbs) 		XXX Report

Total Annual 		XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs)
 (lbs) 		XXX Report
Total Annual 		XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs)
 (lbs)
 Effluent Net XXX 9.7
Total Annual 		XXX XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 Sludge use and disposal description and location(s): Sludge will be processed in a proposed 9,936-gal holding tank. This is a new facility, it is not known where the sludge will be hauled to at this time.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in not effect.

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

 PA0216941, Sewage, SIC Code 4952, Forest Hills Municipal Authority, PO Box 337, Saint Michael, PA 15951-0337. Facility Name: South Fork Regional WWTP. This existing facility is located in Conemaugh Township, Cambria 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 Conemaugh River, is located in State Water Plan watershed 18-E 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 1.2 MGD.—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 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		250 375 XXX 25 38 50
Biochemical Oxygen Demand
 (BOD5)
 Raw Sewage Influent Report Report XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report Report XXX
Total Suspended Solids 300 450 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 transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX Report XXX Report
 May 1 - Oct 31 XXX XXX XXX 12.0 XXX 24.0
Bromide XXX XXX XXX Report Report
Daily Max 		XXX

 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 		Minimum Average
Monthly 		Weekly
Average 		Instant.
Maximum
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		XXX
Aluminum, Total XXX XXX XXX XXX Report
Daily Max 		XXX
Iron, Total XXX XXX XXX XXX Report
Daily Max 		XXX
Manganese, Total XXX XXX XXX XXX Report
Daily Max 		XXX

 Sludge use and disposal description and location(s): landfilled at Laurel Highlands Landfill, Jackson Township, Cambria County.

 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.

 Central Office: Bureau of Clean Water, P.O. Box 8774, Harrisburg, PA 17105-8774 Phone: 717-787-8184.

 PA0270776, Pesticides, SIC Code 0851, PA DCNR Bureau of Forestry, PO Box 8552, Harrisburg, PA 17105-8552.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for discharges associated with the application of pesticides to suppress/control gypsy moth population to protect the host trees by minimizing defoliation and preventing trees mortality in all forest lands associated with the PA DCNR's Bureau of Forestry, Division of Forest Pest Management Statewide.

 Applicators are required to follow product labeling instructions of pesticides, which may include provisions to reduce application doses and notify public water suppliers in the event applications are conducted near public water supply intakes. The discharges associated with the pesticide applications are not expected to affect public water supplies.

 PA DEP has made a tentative determination to issue the NPDES permit subject to the terms and conditions of the permit. An anti-degradation analysis has been completed to document that pesticide application activities in High Quality (HQ) or Exceptional Value (EV) waters will be conducted in a manner that minimizes adverse environmental effects. The proposed permit contains conditions that require implementation of Pest Management Measures, Recordkeeping and Annual Reporting Requirements, Corrective Action Documentation and Reporting, and a Pesticides Discharge Management Plan.

 You may make an appointment to review the DEP files on this case by calling the NPDES Permitting Division at 717-787-8184. You may submit written comments on the application and draft permit within 30 days to the address above. After the 30-day comment period, DEP will make a final determination on the issuance of the permit.

 The EPA waiver is in effect.

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

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, 484.250.5900.

 WQM Permit No. 4618407, Sewage, Pottstown Borough Authority, 100 E. High Street, Pottstown, PA 17464.

 This proposed facility is located in Pottstown Borough, Montgomery County.

 Description of Action/Activity: Construction of 2 mechanical fine screens, one (1) by-pass with manual bar screen and removal of the existing communitors and manual bar screen.

 WQM Permit No. 0918401, Sewage, East Rockhill Township, 1622 North Ridge Road, Perkasie, PA 18944.

 This proposed facility is located in East Rockhill Township, Bucks County.

 Description of Action/Activity: Construction of a new sewage pumping station to replace existing facility.

 WQM Permit No. WQG02091806, Sewage, Warrington Township, 852 Easton Road, Warrington, PA 18976.

 This proposed facility is located in Warrington Township, Bucks County.

 Description of Action/Activity: Upgrade of pumps, controls and electrical equipment. Addition of a flow meter.

 WQM Permit No. 1518404, Sewage, West Goshen Sewer Authority, 1025 Paoli Pike, West Chester, PA 19390.

 This proposed facility is located in West Goshen Township, Chester County.

 Description of Action/Activity: Replacement for new comminutor, wet well, pumps, valve vault, electrical enclosure and emergency generator with sub base fuel tank.

 WQM Permit No. 4606402, Sewage, Amendment, Lower Pottsgrove Township Authority, 2199 Buchert Road, Pottstown, PA 19464.

 This proposed facility is located in Lower Pottsgrove Township, Montgomery County.

 Description of Action/Activity: Increase in average flow from 4,000,000 gpd to 5,040,000 gpd.

 WQM Permit No. 1512401, Sewage, Amendment, Aqua Pennsylvania Wastewater Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010.

 This proposed facility is located in New London Township, Chester County.

 Description of Action/Activity: Conversion of conventional activated sludge process to biological nutrient removal process.

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

 WQM Permit No. 0618403, Sewerage, Muhlenberg Township Authority, 2840 Kutztown Road, Reading, PA 19605-2655.

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

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of Leiszs Bridge Road Sewer Interceptor Project.

 WQM Permit No. 0613406, Amendment # 1, Sewerage, Lower Heidelberg Township, 720 Brownsville Road, Sinking Spring, PA 19608-9727.

 This proposed facility is located in Lower Heidelberg Township, Berks County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of the Glen Ridge Sewage Lift Station.

 WQM Permit No. 3615403 Amendment # 2, Sewerage, Turkey Hill LP, 257 Centerville Rd, Lancaster, PA 17603.

 This proposed facility is located in Drumore Township, Lancaster County.

 Description of Size and Scope of Proposed Operation/Activity: Seeing permit approval for the amendment of associated modules for the aeration tank addition for the Tractor Supply store in Lancaster County, PA.

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

 WQM Permit No. WQG01251801, Sewage, Randall D Brunner, 10055 State Road, Cranesville, PA 16410.

 This proposed facility is located in Elk Creek Township, Erie County.

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

 WQM Permit No. 4218404, Sewage, James Felmlee, 193 Congress Street, Bradford, PA 16701.

 This proposed facility is located in Corydon Township, McKean County.

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

 WQM Permit No. 1008201 A-6, Industrial, Seneca Landfill Inc., PO Box 1080, Mars, PA 16046-1080.

 This existing facility is located in Jackson Township, Butler County.

 Description of Proposed Action/Activity: Modify treatment units at existing centralized wastewater treatment plant.

 WQM Permit No. 4318406, Sewage, Shenango Township Municipal Authority Mercer County, 155 Campground Road, West Middlesex, PA 16159-2803.

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

 Description of Proposed Action/Activity: Pump station and force main to convey sewage flows from Oak Tree subdivision to Shenango Township Municipal Authority sewage treatment plant.

IV. NPDES Applications for Stormwater Discharges from MS4.

 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PAI132271, MS4, Blakely Borough, 1439 Main Street, Peckville, PA 18452. 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 Blakely Borough, Lackawanna County. The receiving streams, Lackawanna River, Wildcat Creek, and Hull Creek, are located in State Water Plan watershed 5-A and are classified for High Quality—Cold Water and Migratory Fish (Lackawanna River), Cold Water and Migratory Fish (Wildcat Creek and Hull Creek), as well as 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 Pollutant Reduction Plan (PRP)

 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 570-826-5472.

 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.

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

 Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401.

 Northampton County Conservation District, 14 Gracedale Ave.—Greystone Building, Nazareth, PA 18064-9211.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAD390083 Old Saucon Investments, LP
1954 O'Brien's Court
Bethlehem, PA 18015 		Lehigh & Northampton Upper Saucon Twp
Lehigh County
Lower Saucon Twp
Northampton County 		UNT to Saucon Creek (CWF, MF)
UNT to Black River (CWF, MF)

 Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701, 570.327.3574.

 Columbia County Conservation District: 702 Sawmill Road, Suite 204, Bloomsburg, PA 17815, (570) 784-1310, X 102.

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAD190003 RFF Partners
c/o Nathan Richard
216 Cemetery Hill Rd
Catawissa, PA 17820 		Columbia Cleveland Twp UNT to Mugser Run

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

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

ACT 38
NUTRIENT MANAGEMENT PLANS

CAFO PUBLIC NOTICE SPREADSHEET—APPLICATIONS

Agricultural Operation
Name and Address 		County Total
Acres 		AEU's Animal
Type 		Special Protection Waters (HQ or EV or NA) New or Renewal
Murmac Farms, LLC
2336 Zion Road
Bellefonte, PA 16823 		Centre 1,137 3,018.75 Dairy NA Renewal
Fine Swine LLC
488 Jay Road
Clearville, PA 15535 		Bedford 238 608.76 Swine EV Renewal
Kenton Sweigart
620 Greider Road
Mount Joy, PA 17552 		Lancaster 566 1,508.35 Dairy/
Swine/
Pullets 		NA R
S&A Kreider & Sons, Inc.
761 Spring Valley Road
Quarryville, PA 17566 		Lancaster 1,448.7 4,709.05 Dairy HQ R
J & L Groff Farms, LLC
2906 Dettinger Rd
Brogue, PA 17309 		York 72.4 469.11 Poultry NA Renewal
Hord Family Farms LLC
Franklin Hog Farm
8815 Dry Run Road
Mercersburg, PA 17236 		Franklin 96 1,588.70 Swine NA Renewal

[Continued on next Web Page]


No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.