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PA Bulletin, Doc. No. 16-197

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[46 Pa.B. 670]
[Saturday, February 6, 2016]

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

 North Central 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?
PA0112020
(Sewage) 		Brookside MHP
3499 US Highway 9 North, Suite 3C
Freehold, NJ 07728-3277 		Columbia County
North Centre Township 		West Branch Briar Creek
(5-D) 		No
PA0112615
(Industrial) 		Northumberland Cogen Plant
PO Box 7
Mcadoo, PA 18237-0007 		Northumberland County
Point Township 		Susquehanna River
(10-D) 		No
PA0115088
(Sewage) 		Benton Municipal Water & Sewer Authority Sewer System
PO Box 516
1A South 3rd Street
Benton, PA 17814-0516 		Columbia County
Benton Borough 		Fishing Creek
(5-C) 		Yes
PA0036773
(Sewage) 		Shinglehouse Borough
PO Box 156
Shinglehouse, PA 16748-0156 		Potter County
Shinglehouse Borough 		Honeoye Creek
(16-C) 		No
PA0209147
(Sewage) 		Centre Hall Potter Sewer Authority
PO Box 497
Centre Hall, PA 16828-0497 		Centre County
Potter Township 		Unnamed Tributary to Sinking Creek
(6-A) 		Yes
 Southwest Regional Office: Regional 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?
PA0204498
(Sewage) 		Rayne Township Elementary School
2535 Rte 119 Highway N
Home, PA 15747 		Indiana County
Rayne Township 		Unnamed Tributary of Crooked Creek
(17-E) 		Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

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

 PA0042102, Storm Water, SIC Code 2851, Ranbar Electric Materials Inc., 408 Manor Harrison City Road, Harrison City, PA 15636-1102. Facility Name: Ranbar Electric Materials Manor Plant. This existing facility is located in Manor Borough, Westmoreland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of industrial storm water.

 The receiving stream, Bushy Run, is located in State Water Plan watershed 19-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 Outfalls 001, 002, 003, 005, 006 and 007 are for discharges of storm water.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
COD XXX XXX XXX XXX Report XXX
TSS XXX XXX XXX XXX Report XXX
Nitrate-Nitrite XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Aluminum XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX

 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.

 PAS806105, Industrial Waste, SIC Code 5171, Bruceton Farm Service Inc., 1446 Smith Creek Road, Waynesburg, PA 15370. Facility Name: Waynesburg Bulk Storage Facility. This existing facility is located in Franklin Township, Greene County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated groundwater and treated industrial storm water.

 The receiving stream(s), Unnamed Tributary to Smith Creek, is located in State Water Plan watershed 19-B 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 0.015 MGD.

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 XXX XXX 9.0
TSS XXX XXX XXX 30.0 XXX 75.0
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.290 0.452 0.752
Total Copper (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0096 0.015 0.024
Dissolved Iron
 (Interim) XXX XXX XXX Report XXX 7.0
 (Final) XXX XXX XXX 0.32 0.50 0.80
Total Iron
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.6 2.5 4.0
Total Lead (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.4 5.3 8.5
Total Manganese
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.07 1.67 2.67
Total Thallium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.257 0.401 0.642
Benzene XXX XXX XXX 0.001 XXX 0.0025
Total BTEX XXX XXX XXX 0.1 XXX 0.25
MTBE XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 002 are for storm water discharges.

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
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
TSS XXX XXX XXX XXX XXX Report
pH (S.U.) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 102 are for hydrostatic test water.

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 XXX 9.0 XXX
TRC XXX XXX XXX XXX XXX 0.05
TSS XXX XXX XXX 30.0 XXX 60.0
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Dissolved Iron XXX XXX XXX XXX XXX 7.0
Benzene XXX XXX XXX XXX XXX 0.0025
Total BTEX XXX XXX XXX XXX XXX 0.25

 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 in effect.

 PA0264211, Sewage, SIC Code 8800, Jenner Township, 2058 Lincoln Highway, Boswell, PA 15531-4012. Facility Name: Pine Run SFTF. This proposed facility is located in Jenner Township, Somerset County.

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

 The receiving stream(s), Pine Run, is located in State Water Plan watershed 18-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 .0012 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
TRC XXX XXX XXX 0.5 XXX 1.6
BOD5 XXX XXX XXX 10.0 XXX 20
TSS XXX XXX XXX 10.0 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean 		XXX XXX

 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 in effect.

 PA0001937, Industrial Waste, SIC Codes 3612 and 3613, Pennsylvania Transformer Technology, Inc., 30 Curry Avenue, Canonsburg, PA 15317-0440. Facility Name: Canonsburg Plant. This existing facility is located in Canonsburg Borough, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing and new discharges of treated groundwater and storm water.

 The receiving stream(s), Chartiers Creek and Unnamed Tributary to Chartiers Creek, are located in State Water Plan watershed 20-F and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.72 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Total Copper (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Free Available Cyanide (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28.0
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Benzene (µg/L) XXX XXX XXX Report Report XXX
Benzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.001 0.002
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.10
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.37 5.26 8.43
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Hexachlorobutadiene (µg/L) XXX XXX XXX Report Report XXX
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.222 0.346 0.555

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.066 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Total Aluminum (µg/L) XXX XXX XXX Report Report XXX
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.537 0.838 1.34
Hexavalent Chromium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 20.6 32.2 51.5
Total Iron (µg/L) XXX XXX XXX Report Report XXX
Total Lead (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 6.32 9.86 15.8
Total Selenium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 9.91 15.5 24.8
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.82 5.96 9.55
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.62 4.09 6.55
Benzene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 9.25 14.4 23.1
Benzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0007 0.001 0.002
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.77 2.77 4.43
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.08 4.81 7.70
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.55 7.09 11.4
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.93 4.57 7.33
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.24 6.61 10.6
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.31 2.04 3.28
Chloroform (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 43.9 68.5 110
Hexachlorobutadiene (µg/L) XXX XXX XXX Report Report XXX
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 8.29 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.193 0.301 0.483

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0144 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Total Lead (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 6.86 10.7 17.2
4,6-dinitro-o-cresol (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 28.0 43.7 70.0
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Benzene (µg/L) XXX XXX XXX Report Report XXX
Benzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.001 0.002
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.10
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.37 5.26 8.43
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Hexachlorobutadiene (µg/L) XXX XXX XXX Report Report XXX
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.222 0.346 0.555

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.096 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Total Aluminum (µg/L) XXX XXX XXX Report Report XXX
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Hexavalent Chromium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 21.2 33.0 53.0
Free Available Cyanide (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28.0
Total Lead (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 6.86 10.7 17.2
Total Zinc (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 156 243 390
3,3-Dichlorobenzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.186 0.291 0.465
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Benzene (µg/L) XXX XXX XXX Report Report XXX
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.10
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.37 5.26 8.43
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Hexachlorobutadiene (µg/L) XXX XXX XXX Report Report XXX
Hexachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 12.4 19.4 31.0
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.222 0.346 0.555

 The proposed effluent limits for Outfall 005 are based on a variable flow.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 15 XXX 30
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report Report XXX
Total Aluminum XXX XXX XXX 0.75 0.75 0.75
Total Chromium XXX XXX XXX Report Report XXX
Free Available Cyanide XXX XXX XXX Report Report XXX
Total Cyanide XXX XXX XXX Report Report XXX
Fluoride XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX 1.5 3.0 3.75
Total Lead XXX XXX XXX Report Report XXX
Total Manganese XXX XXX XXX 1.0 2.0 2.5
Total Mercury XXX XXX XXX Report Report XXX
Total Nickel XXX XXX XXX Report Report XXX
Sulfate XXX XXX XXX Report Report XXX
Total Zinc XXX XXX XXX Report Report XXX
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.288 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report Report XXX
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Total Copper (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Free Available Cyanide (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28.0
Total Thallium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.518 0.807 1.30
4,6-dinitro-o-cresol (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 28.0 43.7 70.0
3,3-Dichlorobenzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.186 0.291 0.465
Pentachlorophenol (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.40 3.74 6.00
2,4,6-Trichlorophenol (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 12.4 19.4 31.0
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
Acrylonitrile (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.453 0.706 1.13
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Hexachlorobenzene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.002 0.004 0.005
Benzene (µg/L) XXX XXX XXX Report Report XXX
Benzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.001 0.002
Benzo(a)Anthracene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(a)Pyrene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(k)Fluoranthene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.10
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.37 5.26 8.43
1,2-Diphenylhydrazine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.319 0.498 0.798
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Bis(2-Chloroethyl)Ether (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.266 0.415 0.665
Bis(2-Ethylhexyl)Phthalate (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.6 16.6 26.5
Chrysene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Dibenzo(a,h)Anthracene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Hexachlorobutadiene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.91 6.09 9.78
Hexachlorocyclopentadiene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.16 3.37 5.40
Hexachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 12.4 19.4 31.0
Indeno(1,2,3-cd)Pyrene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
N-Nitrosodimethylamine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.006 0.010 0.015
N-Nitrosodi-N-Propylamine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.044 0.069 0.110
N-Nitrosodiphenylamine (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Phenanthrene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.16 3.37 5.40
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.222 0.346 0.555

 The proposed effluent limits for Internal Monitoring Point 102 are based on a variable flow.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report Report XXX
Total Arsenic (µg/L) XXX XXX XXX Report Report XXX
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Total Copper (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Free Available Cyanide (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28.0
Total Cyanide (µg/L) XXX XXX XXX Report Report XXX
Total Selenium (µg/L) XXX XXX XXX Report Report XXX
Total Zinc (µg/L) XXX XXX XXX Report Report XXX
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Benzene (µg/L) XXX XXX XXX Report Report XXX
Benzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.001 0.002
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.10
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.37 5.26 8.43
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Chloroform (µg/L) XXX XXX XXX Report Report XXX
Hexachlorobutadiene (µg/L) XXX XXX XXX Report Report XXX
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
cis-1,2-Dichloroethylene (µg/L) XXX XXX XXX Report Report XXX
trans-1,2-Dichloroethylene (µg/L) XXX XXX XXX Report Report XXX
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.222 0.346 0.555

 The proposed effluent limits for Internal Monitoring Point 104 are based on a variable flow.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report Report XXX
Total Arsenic (µg/L) XXX XXX XXX Report Report XXX
Total Cadmium (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Total Copper (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Free Available Cyanide (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28.0
Total Cyanide (µg/L) XXX XXX XXX Report Report XXX
Total Selenium (µg/L) XXX XXX XXX Report Report XXX
Total Zinc (µg/L) XXX XXX XXX Report Report XXX
Acetone (µg/L) XXX XXX XXX Report Report XXX
Acrolein (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
1,3-Dichloropropylene (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Benzene (µg/L) XXX XXX XXX Report Report XXX
Benzidine (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.001 0.002
Bromoform (µg/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.10
Chlordane (µg/L) XXX XXX XXX 0.0 0.0 XXX
2-Butanone (µg/L) XXX XXX XXX Report Report XXX
Chlorodibromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.37 5.26 8.43
Dichlorobromomethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Chloroform (µg/L) XXX XXX XXX Report Report XXX
Hexachlorobutadiene (µg/L) XXX XXX XXX Report Report XXX
Methylene Chloride (µg/L) XXX XXX XXX Report Report XXX
PCB-1260 (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
Total PCBs (µg/L) XXX XXX XXX 0.000064 0.000128 0.00016
cis-1,2-Dichloroethylene (µg/L) XXX XXX XXX Report Report XXX
trans-1,2-Dichloroethylene (µg/L) XXX XXX XXX Report Report XXX
Tetrachloroethylene (µg/L)
 (Interim) XXX XXX XXX 5.0 10.0 12.5
 (Final) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L)
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.222 0.346 0.555

 The proposed effluent limits for Internal Monitoring Point 202 are based on a variable flow.

Mass (lb/day) Concentration (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 Report XXX XXX Report
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report Report XXX
Chlordane (µg/L) XXX XXX XXX 1.0 1.0 XXX
PCB-1260 (µg/L) XXX XXX XXX 0.25 0.25 XXX
cis-1,2-Dichloroethylene (µg/L) XXX XXX XXX Report Report XXX
trans-1,2-Dichloroethylene (µg/L) XXX XXX XXX Report Report XXX
Tetrachloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Trichloroethylene (µg/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (µg/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 204 are based on a variable flow.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
Oil and Grease XXX XXX XXX 5.0 10.0 12.5
Chlordane (µg/L) XXX XXX XXX 1.0 1.0 XXX
PCB-1260 (µg/L) XXX XXX XXX 0.25 0.25 XXX

 In addition, the permit contains the following major special conditions: a schedule of compliance for water quality limits; storm water discharge requirements; and a sampling requirement for new discharges from Outfall 006.

 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.

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

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

 WQM Permit No. 5406402A-2, Sewage, Saint Clair Sewer Authority Schuylkill County, 16 South Third Street, Saint Clair, PA 17970.

 This proposed facility is located in East Norwegian Township, Schuylkill County.

 Description of Proposed Action/Activity: Project consists of new UV disinfection system/building; new influent flow meter; changes in previously approved sludge management facilities/process (including removal of previously approved sludge dryer and sludge drying bed); changes in previously approved WWTP equipment (influent screen, pumps, etc.), and associated construction.

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

 WQM Permit No. 6515400, Sewage, Outside In School Of Experiential Education, 196 Hamill School Road, Bolivar, PA 15923.

 This proposed facility is located in Fairfield Township, Westmoreland County.

 Description of Proposed Action/Activity: Construction of a new 10,000 gallon per day sewage treatment plant to serve the Outside In School of Experiential Education.

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

 WQM Permit No. 1016401, Sewage, Nicholas Romeo, 316 Logan Road, Valencia, PA 16059.

 This proposed facility is located in Penn Township, Butler County.

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

 WQM Permit No. 3381403 A-1, Sewage, Brookville Municipal Authority, 18 Western Avenue Suite A, Brookville, PA 15825-1540.

 This existing facility is located in Brookville Borough, Jefferson County.

 Description of Proposed Action/Activity: Replacement and rehabilitation of existing wastewater collection system sewers and wastewater treatment facility upgrades in Brookville Borough and Pine Creek Township.

 WQM Permit No. 6212403 A-1, Sewage, Jill Petty, 25 Elm Street, Youngsville, PA 16317.

 This existing facility is located in Pittsfield Township, Warren County.

 Description of Proposed Action/Activity: Amendment to install an aerobic unit instead of the existing permitted peat filter system.

 WQM Permit No. 1616402, Sewage, PA American Water Co., 800 W Hersheypark Drive, Hershey, PA 17033.

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

 Description of Proposed Action/Activity: Construction of a pump station and force main to convey sewage from the current Shippenville WWTP to the Pain-Elk gravity sewer system for treatment at the Paint-Elk WWTP.

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
PAI015111601 Southeastern Pennsylvania Transportation Authority
1234 Market Street
Philadelphia, PA 19107-3780 		Philadelphia City of Philadelphia Schuylkill River
WWF
PAI010915010 Keystone-NAP
1 Ben Fairless Drive
Fairless Hills, PA 19030 		Bucks Falls Township Delaware River
WWF-MF
PAI011515030 William J. Kyle
703 Hemlock Hill Lane
West Chester, PA 19380 		Chester Easttown Township James Run to Crum Creek
HQ-CWF-MF
PAI012316002 Monroe Energy, LLC
4101 Post Road
Trainer, PA 19061 		Delaware Trainer Borough
Stony Creek
WWF-MF
PAI012316001 PECO an Exelon Company
2301 Market Street, S7-2
Philadelphia, PA 19103 		Delaware Eddystone Borough Delaware River
WWF-MF
PAI011515019 Bombay Enterprises, LLC
1806 Zebley Road
Wilmington, DE 19810-1502 		Chester Lower Oxford Township West Branch Big Elk Creek
HQ-TSF-MF

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

 Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI023915034 Brian Hardner
Lehigh Valley Hospital, Inc.
Facilities & Construction Dept.
5th Floor, 2100 Mack Blvd.
P. O. Box 4000
Allentown, PA 18105 		Lehigh Salisbury Township Little Lehigh Creek
(HQ-CWF, MF)
PAI023912012(2) Jason Christoffersen
Nestle Purina Petcare
2050 Pope Road
Allentown, PA 18104 		Lehigh South Whitehall Township Jordan Creek
(TSF, MF)
UNT to Jordan Creek
(HQ-CWF, MF)
PAI023915028 Jeffrey Strauss
Elysium Acquisitions, LLC
718 N. Glenwood St.
Allentown, PA 18104 		Lehigh South Whitehall Township Little Lehigh Creek
(HQ-CWF, MF)
PAI023915035 Bruce George
Infinera Corporation
7360 Windsor Drive
Allentown, PA 18106 		Lehigh Upper Macungie Township Iron Run
(HQ-CWF, MF)
PAI023915026 Richard C. Boorse
4544 Jasmine Drive
Center Valley, PA 18034 		Lehigh Upper Saucon Township UNT to Saucon Creek
(CWF, MF)
(EV Wetlands)

 Monroe County Conservation District, 8050 Running Valley Rd., Stroudsburg, PA 18360-0917

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024515011 Nyles and Kitty Possinger
291 NE Belmont Pike
Stroudsburg, PA 18360 		Monroe Hamilton Township Pocono Creek
(HQ-CWF, MF)

 Northampton County Conservation District, 14 Gracedale Avenue Greystone Bldg., Nazareth, PA 18064-9211

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024809010R Lehigh Northampton Airport Authority
Ryan Meyer
3311 Airport Road
Allentown, PA 18109 		Northampton Forks Township Bushkill Creek
(HQ-CWF, MF)

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

 Lycoming County Conservation District: 542 County Farm Road Suite 202, Montoursville, PA 17754, (570) 433-3003

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI044115006 Danie Smith
236 Devils End Road
Trout Run, PA 17771 		Lycoming Cascade Township UNTO Salt Run,
HQ-CWF
W.B. Wallis Run,
HQ-CWF

 Northwest Region: Waterways and Wetlands Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481

 Mercer County Conservation District, 747 Greenville Road, Mercer, PA 16137

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI064315001 SFT Properties LLC
104 Dogwood Court
Butler, PA 16001 		Mercer Pine Township UNT Wolf Creek CWF

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