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PA Bulletin, Doc. No. 20-1812

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[50 Pa.B. 7317]
[Saturday, December 26, 2020]

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.

 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Email: RA-EPNPDES_NERO@pa.gov.

NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0275751 (Sewage) Hassler Treatment Plant
6936 Mountain Road
Macungie, PA 18062-9398 		Lehigh County Lower Macungie Township Unnamed Tributary to Swabia Creek
(HQ-CWF, MF) (2-C) 		Y
 Northcentral Regional Office: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448, Phone: 570-327-3636, Email: RA-EPNPDES_NCRO@pa.gov.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0112445 (Industrial) P & N Packing, Inc.
11627 Route 187
Wyalusing, PA 18853-8147 		Bradford County Terry Township Susquehanna River (WWF) (4-D) Y
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Phone: 814-332-6942, Email: RA-EPNPDES_NWRO@pa.gov.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0033588 (Sewage) Country Estates MHP
378 Red Bank Road
Mifflinburg, PA 17844 		Mercer County Jefferson Township Unnamed Tributary to the Lackawannock Creek (TSF) (20-A) Y
PA0032042 (Sewage) Elk Lick Scout Reserve
2420 Bordell Road
Smethport, PA 16749 		McKean County Keating Township Unnamed Tributary to South Branch Cole Creek (EV) (16-C) Y
 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, Email: RA-EPNPDES_SCRO@pa.gov.
NPDES No. (Type) Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0082881 (GWCU) Howmet Aerospace, Inc.
201 Isabella St.
Pittsburgh, PA 15212-5858 		Lancaster County Lancaster City Conestoga River/7-J Y
PA0086690 (Industrial Waste) Kalas Manufacturing, Inc. Plant 2
86 Denver Road
Denver, PA 17517 		Lancaster County East Cocalico Township Conestoga River/7-J Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

 Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Email: RA-EPNPDES_SWRO@pa.gov.

 PA0001937, Industrial, SIC Codes 3612 and 3613, Pennsylvania Transformer Technology, Inc., 30 Curry Avenue, Canonsburg, PA 15317-0440. Facility Name: Pennsylvania Transformer Technology, Inc. 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. This is a revision to draft limits published on February 6, 2016.

 The receiving streams, Chartiers Creek (WWF) and Unnamed Tributary to Chartiers Creek (WWF), 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 Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Copper, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Cyanide, Free (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(k)Fluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Bis(2-Ethylhexyl) Phthalate (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.6 16.6 26.5
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (ug/L) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (ug/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (ug/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 Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Aluminum, Total (ug/L) XXX XXX XXX Report Report XXX
Chromium, Hexavalent (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 20.6 32.2 51.5
Iron, Total (ug/L) XXX XXX XXX Report Report XXX
Lead, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 6.32 9.86 15.8
Selenium, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 9.91 15.5 24.8
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.029 0.046 0.073
Benzo(a)Pyrene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.029 0.046 0.073
Benzo(k)Fluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.029 0.046 0.073
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.029 0.046 0.073
Chlorodibromomethane (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.08 4.81 7.7
Dichlorobromomethane (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.24 6.61 10.6
Bis(2-Ethylhexyl) Phthalate (ug/L) XXX XXX XXX Report Report XXX
Chloroform (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 43.9 68.5 110
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.029 0.046 0.073
Dibenzo(a,h)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.029 0.046 0.073
Indeno(1,2,3-cd) Pyrene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
Indeno(1,2,3-cd) Pyrene (ug/L)
 (Final) 		XXX XXX XXX 0.029 0.046 0.073
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.32 8.29 13.3
Trichloroethylene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 19.3 30.1 48.3
Vinyl Chloride (ug/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 Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Lead, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 6.86 10.7 17.2
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(a)Pyrene (ug/L) XXX XXX XXX Report Report XXX
Benzo(k)Fluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Bis(2-Ethylhexyl) Phthalate (ug/L) XXX XXX XXX Report Report XXX
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Dibenzo(a,h)Anthracene (ug/L) XXX XXX XXX Report Report XXX
Indeno(1,2,3-cd) Pyrene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
Tetrachloroethylene (ug/L) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (ug/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (ug/L) XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Aluminum, Total (ug/L) XXX XXX XXX Report Report XXX
Cadmium, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.584 0.911 1.46
Chromium, Hexavalent (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 21.2 33.0 53
Cyanide, Free (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28
Lead, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 6.86 10.7 17.2
Zinc, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 156.0 243.0 390
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(a)Pyrene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(k)Fluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Indeno(1,2,3-cd) Pyrene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
PCB-1260 (ng/L) XXX XXX XXX 0.064 0.128 0.16
PCBs, Total (ng/L) XXX XXX XXX 0.064 0.128 0.16
Tetrachloroethylene (ug/L) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (ug/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 005 are for storm water discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 15.0 XXX 30.0
Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX
Aluminum, Total (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.75 0.75 XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Fluoride, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.5 3.0 XXX
Lead, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Mercury, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX Report Report XXX
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 XXX
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Cyanide, Free (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28
4,6-dinitro-o-cresol (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 28.0 43.7 70
3,3-Dichlorobenzidine (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.186 0.291 0.465
Pentachlorophenol (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.40 3.74 6
2,4,6-Trichlorophenol (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 12.4 19.4 31
Acrolein (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.90 6.08 9.75
Acrylonitrile (ug/L) (Interim) XXX XXX XXX Report Report XXX
Acrylonitrile (ug/L) (Final) XXX XXX XXX 0.453 0.706 1.13
1,3-Dichloropropylene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.02 4.71 7.55
Hexachlorobenzene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.002 0.004 0.005
Benzene (ug/L) XXX XXX XXX Report Report XXX
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.0008 0.001 0.002
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(a)Pyrene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(k)Fluoranthene (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
3,4-Benzofluoranthene (ug/L)
 (Final) 		XXX XXX XXX 0.034 0.053 0.085
Bromoform (ug/L) XXX XXX XXX Report Report XXX
Carbon Tetrachloride (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.04 3.18 5.1
Chlorodibromomethane (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.55 5.54 8.88
1,1,2-Trichloroethane (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.24 8.17 13.1
1,2-Dichloroethane (ug/L) (Interim) XXX XXX XXX Report Report XXX
(Final) XXX XXX XXX 3.37 5.26 8.43
1,2-Diphenylhydrazine (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.319 0.498 0.798
Dichlorobromomethane (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 4.88 7.62 12.2
1,1,2,2-Tetrachloroethane (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 1.51 2.35 3.78
Bis(2-Chloroethyl) Ether (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.266 0.415 0.665
Bis(2-Ethylhexyl) Phthalate (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.6 16.6 26.5
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Dibenzo(a,h)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Hexachlorobutadiene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 3.91 6.09 9.78
Hexachlorocyclopentadiene (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.16 3.37 5.4
Hexachloroethane (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 12.4 19.4 31
Indeno(1,2,3-cd) Pyrene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Methylene Chloride (ug/L) XXX XXX XXX Report Report XXX
N-Nitrosodimethylamine (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.006 0.010 0.015
N-Nitrosodi N Propylamine (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.044 0.069 0.11
N-Nitrosodiphenylamine (ug/L) XXX XXX XXX Report Report XXX
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
Phenanthrene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 2.16 3.37 5.4
Tetrachloroethylene (ug/L) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (ug/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (ug/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 for variable flow discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX
Arsenic, Total (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 18.2 28.4 45.5
Cyanide, Free (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 11.2 17.5 28
Cyanide, Total (ug/L) XXX XXX XXX Report Report XXX
Selenium, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report XXX
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(k)Fluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Bis(2-Ethylhexyl) Phthalate (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.6 16.6 26.5
Chloroform (ug/L) XXX XXX XXX Report Report XXX
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
cis-1,2-Dichloroethylene (ug/L) XXX XXX XXX Report Report XXX
trans-1,2-Dichloroethylene (ug/L) XXX XXX XXX Report Report XXX
Tetrachloroethylene (ug/L) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (ug/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (ug/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 for variable flow discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX
PCB-1260 (ug/L) XXX XXX XXX 0.25 0.25 XXX
cis-1,2-Dichloroethylene (ug/L) XXX XXX XXX Report Report XXX
trans-1,2-Dichloroethylene (ug/L) XXX XXX XXX Report Report XXX
Tetrachloroethylene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 5.32 8.29 XXX
Trichloroethylene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 19.3 30.1 XXX
Vinyl Chloride (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 104 are for variable flow discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
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 XXX
Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX
Arsenic, Total (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) (Interim) XXX XXX XXX Report Report XXX

 (Final) 		XXX XXX XXX 18.2 28.4 45.5
Cyanide, Free (ug/L) (Interim) XXX XXX XXX Report Report XXX

 (Final) 		XXX XXX XXX 11.2 17.5 28
Cyanide, Total (ug/L) XXX XXX XXX Report Report XXX
Selenium, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report XXX
Acetone (ug/L) XXX XXX XXX Report Report XXX
Benzo(a)Anthracene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
Benzo(k)Fluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
3,4-Benzofluoranthene (ug/L)
 (Interim) 		XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
2-Butanone (ug/L) XXX XXX XXX Report Report XXX
Bis(2-Ethylhexyl) Phthalate (ug/L)  (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 10.6 16.6 26.5
Chloroform (ug/L) XXX XXX XXX Report Report XXX
Chrysene (ug/L) (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.034 0.053 0.085
PCB-1260 (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
PCBs, Total (ug/L) XXX XXX XXX 0.000064 0.000128 0.00016
cis-1,2-Dichloroethylene (ug/L) XXX XXX XXX Report Report XXX
trans-1,2-Dichloroethylene (ug/L) XXX XXX XXX Report Report XXX
Tetrachloroethylene (ug/L) XXX XXX XXX 5.0 9.55 12.5
Trichloroethylene (ug/L) XXX XXX XXX 5.0 10.0 12.5
Vinyl Chloride (ug/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 204 are for variable flow discharges.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
Oil and Grease XXX XXX XXX 5.0 10.0 XXX

 In addition, the permit contains the following major special conditions: a schedule of compliance for new water quality-based effluent limits; storm water discharge requirements; and sampling requirements for new discharges from Outfall 006 and newly treated discharges from Internal Monitoring Point 202.

 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, Phone: 814-332-6942, Email: RA-EPNPDES_NWRO@pa.gov.

 PA0288845, Sewage, SIC Code 8800, Angela Irvine, 1021 Rural Ridge Drive, Cheswick, PA 15024-2439. Facility Name: Angela Irvine SRSTP. This proposed facility is located at 1399 Rockmere Road, Oil City, PA 16301, located in Cranberry Township, Venango 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), Allegheny River (WWF), is located in State Water Plan watershed 16-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 .0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
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.

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P.S. §§ 691.1—691.1001).

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

 WQM Permit No. 5499404 A-1, Sewage, Northeastern Schuylkill Joint Municipal Authority, P.O. Box 170, 6 Holly Road, Barnesville, PA 18214-0170.

 This existing facility is located in Rush Township, Schuylkill County.

 Description of Proposed Action/Activity: The project is for the replacement of the ultraviolet (UV) radiation disinfection system at the wastewater treatment plant with a similar UV system capable of handling average flows of 0.625 MGD with 60% transmittance.

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

 WQM Permit No. 6200413 A-1, Sewage, Youngsville Borough Warren County, 40 Railroad Street, Youngsville, PA 16371-1427.

 This existing facility is located in Youngsville Borough, Warren County.

 Description of Proposed Action/Activity: Install new UV disinfection system.

 WQM Permit No. 4320413, Sewage, Sarah Curry, 439 District Road, Fredonia, PA 16124-1505.

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

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

 WQM Permit No. 1620407, Sewage, David Graber, 120 Mount Zion Road, Sligo, PA 16255.

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

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

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110.

 WQM Permit No. 3499401, Amendment, Sewerage, City of Reading, 809 Morgantown Road, Reading, PA 19607.

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

 Description of Proposed Action/Activity: Seeking permit approval for amendments to the Fritz Island Wastewater Treatment Plant.

 WQM Permit No. 3499401, Amendment, Sewerage, Twin Boroughs Sanitary Authority, 17 River Drive, P.O. Box 118, Mifflin, PA 17058.

 This proposed facility is located in Mifflintown Township & Fermanagh Township, Juniata County.

 Description of Proposed Action/Activity: Seeking permit approval for amendments to Schweyer Run Sanitary Sewer.

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

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

 Contact: Gillian Ostrum, Clerk Typist 2, 570-830-3077.

 Northampton County Conservation District, 14 Gracedale Ave, Greystone Building, Nazareth, PA 18064-9211, 610-829-6276.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD480139 Carson NW Quad, LLC
201 King of Prussia Rd.
Suite 650
Radnor, PA 19087-5156 		Northampton County Palmer Township Jordan Creek
(TSF, MF)
Little Lehigh Creek
(HQ-CWF, TSF, MF)

 Southwest Region: Dana Drake, Waterways and Wetlands Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD650025 Jay and Kimberly Firestone
2200 Route 130
Latrobe, PA 15650 		Westmoreland County Mount Pleasant Township UNT to
Sewickley Creek
(HQ-WWF)


PUBLIC WATER SUPPLY PERMITS

 Under the Pennsylvania Safe Drinking Water Act (35 P.S. §§ 721.1—721.17), the following parties have applied for PWS permits to construct or substantially modify public water systems.

 Persons wishing to comment on permit applications are invited to submit statements to the office listed before the application within 30 days of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding an application. A comment 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. A public hearing may be held after consideration of comments received during the 30-day public comment period.

 Following the comment period, the Department will make a final determination regarding the proposed permit. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.

 The permit application and related documents are on file at the office listed before the application and available for public review. Arrangements for inspection and copying information should be made with the office listed before the application.

 Persons with a disability that require an auxiliary aid, service or other accommodations to participate during the 30-day public comment period should contact the office listed before the application. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

SAFE DRINKING WATER

Applications Received Under the Pennsylvania Safe Drinking Water Act (35 P.S. §§ 721.1—721.17).

 Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790, 570-826-2511.

 Contact: Gillian Ostrum, Clerk Typist 2, 570-830-3077.

 Application No. 1320502, Public Water Supply.

Applicant Wen-Lehighton, LLC
990 Blakeslee Boulevard Drive
East
Mahoning Township, PA 18235
Municipality Mahoning Township
County Carbon County
Type of Facility Public Water Supply
Consulting Engineer Tom Pullar, P.E.
EARTHRES
6912 Old Easton Road
Pipersville, PA 18947
Application Received Date December 8, 2020
Description of Application The applicant is requesting authorization to utilize a newly drilled well and to install an iron and manganese removal system for a proposed drinking water supply system to serve a new Wendy's Restaurant.

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