NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[53 Pa.B. 6876]
[Saturday, November 4, 2023]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN
WATER ACT

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. 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). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

Section	Category
I	Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received
II	Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs
III	Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity

 Section I identifies the following applications and NOIs that have been received by DEP:

 • Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.

 • General Chapter 92a NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.

 • All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits, excluding PAG-01 and PAG-02, are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.

 Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Section II identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of DEP for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).

 Section III identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A 30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Applications, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and 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 DEP of the exact basis of a comment and the relevant facts upon which it is based.

 DEP office contact information to review applications and NOIs and to submit comments for those applications, when applicable, is as follows:

 DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484-250-5910. Email: RA-EPNPDES_SERO@pa.gov for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.

 DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570-826-5472. Email: RA-EPNPDES_NERO@pa.gov for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.

 DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717-705-4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.

 DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570-327-3693. Email: RA-EPNPDES_NCRO@pa.gov for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.

 DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-787-5017. Email: RA-EPNPDES_Permits@pa.gov.

 DEP Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@pa.gov.

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. 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. DEP will postpone its final determination until after a public hearing is held.

 Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).

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I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
PAD020018	Chapter 102 Individual NPDES Permit	Transfer	Calandra Karl 112 Haverford Road Pittsburgh, PA 15238-1620	Fox Chapel Borough Allegheny County	SWRO
PAD130034	Chapter 102 Individual NPDES Permit	Transfer	PNK P5 LLC 1944 PA-940 Pocono Pines, PA 18350-7742	Kidder Township Carbon County	NERO
PAD150078	Chapter 102 Individual NPDES Permit	Transfer	ESC Chester LLC 55 Country Club Drive Suite 200 Ellicott City, MD 21042	Caln Township Chester County	SERO
3621805	Joint DEP/PFBC Pesticides Permit	Amendment	Highland Tank & Manufacturing Co. 4535 Elizabethtown Road Manheim, PA 17545-8367	Rapho Township Lancaster County	SCRO
6514801	Joint DEP/PFBC Pesticides Permit	Renewal	Greer George P.O. Box 23 Rector, PA 15677-0023	Ligonier Township Westmoreland County	SWRO
0609404	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Spring Township Berks County 2850 Windmill Road Sinking Spring, PA 19608-1668	Spring Township Berks County	SCRO
0915403	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Chalfont New Britain Township Joint Sewer Authority Bucks County 1645 Upper State Road Doylestown, PA 18901-2624	Doylestown Township Bucks County	SERO
3523404	Major Sewage Treatment Facility Individual WQM Permit	New	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Scranton City Lackawanna County	NERO
3683415	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Lancaster City Lancaster County 120 N Duke Street Lancaster, PA 17602-2825	Lancaster City Lancaster County	SCRO
4709402	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Danville Borough Municipal Authority Montour County P.O. Box 179 12 West Market Street Danville, PA 17821-0179	Danville Borough Montour County	NCRO
4779403	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Danville Borough Municipal Authority Montour County P.O. Box 179 12 West Market Street Danville, PA 17821-0179	Danville Borough Montour County	NCRO
PA0034886	Minor Industrial Waste Facility with ELG Individual NPDES Permit	Transfer	St Products LLC dba Wieland Small Tube Products P.O. Box 1017 200 Oliphant Drive Duncansville, PA 16635-1017	Allegheny Township Blair County	SCRO
PA0217778	Minor Industrial Waste Facility without ELG Individual NPDES Permit	Transfer	Chance Gas & Oil LLC 416 Kirkland Road Clymer, PA 15728-6318	Dunbar Township Fayette County	SWRO
1190201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Transfer	Green Energy Ventures LLC 243 Rubisch Road Ebensburg, PA 15931-4500	Cambria Township Cambria County	SWRO
NOEXNC116	No Exposure Certification	Renewal	Bimbo Bakeries USA 3375 Lycoming Creek Road Williamsport, PA 17701-1035	Old Lycoming Township Lycoming County	NCRO
NOEXSC199	No Exposure Certification	Renewal	Dairy Farmers of American 1405 N 98th Street Kansas City, KS 66111-1865	Muhlenberg Township Berks County	SCRO
PAG032221	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	McClain Stone Co. Inc. P.O. Box J Tunkhannock, PA 18657	Brooklyn Township Susquehanna County	NERO
PAG034042	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Atlas Roofing Corp 817 Spangler Road Camp Hill, PA 17011-5823	Camp Hill Borough Cumberland County	SCRO
PAG036530	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Wilbert Funeral Service Inc. 3500 College Boulevard Leawood, KS 66211-1901	Mount Pleasant Borough Westmoreland County	SWRO
PAG036564	PAG-03 NPDES General Permit for Industrial Stormwater	New	Green Energy Ventures LLC 243 Rubisch Road Ebensburg, PA 15931-4500	Cambria Township Cambria County	SWRO
PAG036566	PAG-03 NPDES General Permit for Industrial Stormwater	New	Cycle Salvage 292 Bonzo Road Rochester, PA 15074-2646	New Sewickley Township Beaver County	SWRO
PAG038600	PAG-03 NPDES General Permit for Industrial Stormwater	New	Waste Management of PA Inc. 32870 Route 6 Pittsfield, PA 16340-4732	Pittsfield Township Warren County	NWRO
PAG104853	PAG-10 NPDES General Permit for Hydrostatic Test Water	New	UGI Utilities Inc. 1 UGI Drive Denver, PA 17517-9039	Porter Township Lycoming County	NCRO
1523404	Pump Stations Individual WQM Permit	New	East Whiteland Township Chester County 209 Conestoga Road Frazer, PA 19355-1633	East Whiteland Township Chester County	SERO
3623407	Sewer Extensions Individual WQM Permit	New	Quarryville Borough Authority Lancaster County 300 Saint Catherine Street Quarryville, PA 17566-1236	Quarryville Borough Lancaster County	SCRO
PA0267171	Single Residence STP Individual NPDES Permit	Transfer	Herman Clay P 110 Clover Lane Carlisle, PA 17015-7711	Lower Frankford Township Cumberland County	SCRO
PA0281761	Single Residence STP Individual NPDES Permit	Transfer	Darin & Melissa Linebaugh 115 Church Road Lewisberry, PA 17339-9607	Warrington Township York County	SCRO
6713401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Stettler Staci 584 Bull Run Road Wrightsville, PA 17368-9045	Lower Windsor Township York County	SCRO
6721402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Darin & Melissa Linebaugh 115 Church Road Lewisberry, PA 17339-9607	Warrington Township York County	SCRO

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II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

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 Northcentral Regional Office

 PA0111414, Sewage, SIC Code 4952, PA American Water Co., 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: McEwensville STP. This existing facility is located in Delaware Township, Northumberland 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 Warrior Run (WWF, MF), is located in State Water Plan watershed 10-D and is classified for Warm 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 0.045 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
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 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	9.0	15	XXX	25.0	40.0	50
Total Suspended Solids	11	11.2658 Daily Max	XXX	30.0	45.0	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	Report
Total Phosphorus	Report	0.3151 Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids (Total Load, lbs) (lbs)	XXX	4,112.0 Total Annual	XXX	XXX	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	115.0 Total Annual	XXX	XXX	XXX	XXX

 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 not in effect.

 Northcentral Regional Office

 PA0008419, Industrial, SIC Code 2833, 2834, Cherokee Pharmaceuticals, LLC, P.O. Box 367, Riverside, PA 17868-0367. Facility Name: Cherokee Pharmaceuticals. This existing facility is located in Riverside Borough, Northumberland 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), Susquehanna River (WWF, MF) and Susquehanna River (WWF), is located in State Water Plan watershed 5-E and is classified for Warm 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 9.39 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH	pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX
Oil & Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	Report	XXX	XXX
Total PCBs	XXX	Report	XXX	XXX	Report	XXX
Total Mercury	XXX	Report	XXX	XXX	Report	XXX
Total Aluminum	XXX	Report	XXX	XXX	Report	XXX
Total Iron	XXX	Report	XXX	XXX	Report	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	IMAX
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	XXX	64,884	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	11,748	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfalls 002 and 003 are based on a design flow of 0.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a long-term average flow of 0.59 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand	890	Report	XXX	Report	Report	360
Biochemical Oxygen Demand Industrial Influent	Report	Report	XXX	Report	Report	XXX
Chemical Oxygen Demand	3,275	Report	XXX	665	Report	1,330
Chemical Oxygen Demand Industrial Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	1,510	Report	XXX	Report	Report	615
Ammonia-Nitrogen	140	410	XXX	29.4	84.1	105
Isopropanol	7.87	19.19	XXX	1.60	3.90	4.87
Phenol	0.09	0.24	XXX	0.02	0.05	0.06
Acetone	0.98	2.46	XXX	0.20	0.50	0.62
Acetonitrile	50.19	123.02	XXX	10.20	25.00	31.25
Hexachlorobenzene (ug/L)	0.0009	0.001	XXX	0.19	0.30	0.48
Benzene	0.09	0.24	XXX	0.02	0.05	0.06
Benzo(a)Anthracene (ug/L)	0.012	0.018	XXX	2.40	3.75	6.01
Benzo(a)Pyrene (ug/L)	0.001	0.002	XXX	0.24	0.38	0.6
3,4-Benzofluoranthene (ug/L)	0.012	0.018	XXX	2.40	3.75	6.01
n-Butyl Acetate	2.46	6.39	XXX	0.50	1.30	1.62
1,2-Dichloroethane	0.49	1.96	XXX	0.10	0.40	0.5
Chloroform	0.63	0.98	XXX	0.13	0.20	0.32
Dibenzo(a,h)Anthracene (ug/L)	0.001	0.002	XXX	0.24	0.38	0.6
Dimethyl Sulfoxide	180	450	XXX	37.5	91.5	114.3
Ethanol	20.17	49.20	XXX	4.10	10.00	12.5
Ethyl Acetate	2.46	6.39	XXX	0.50	1.30	1.62
Heptane	0.09	0.24	XXX	0.02	0.05	0.06
Hexane	0.09	0.24	XXX	0.02	0.03	0.05
Indeno(1,2,3-cd)Pyrene (ug/L)	0.012	0.018	XXX	2.40	3.75	6.01
Methylene Chloride	1.47	4.42	XXX	0.30	0.90	1.12
N-Nitrosodimethylamine (ug/L)	0.008	0.013	XXX	1.68	2.63	4.21
N-Nitrosodi-N-Propylamine	XXX	Report	XXX	XXX	Report	XXX
Tetrahydrofuran	12.79	41.33	XXX	2.60	8.40	10.5
Toluene	0.09	0.29	XXX	0.02	0.06	0.07
Triethylamine	500	1230	XXX	102.0	250.0	312.5
Total Methanol	20.17	49.20	XXX	4.10	10.0	12.5
Methyl Formate	2.46	6.39	XXX	0.50	1.30	1.62
Isopropyl Acetate	2.46	6.39	XXX	0.50	1.30	1.62
Cyanide, Total	XXX	Report	XXX	XXX	Report	XXX
4-Methyl-2-pentanone	XXX	Report	XXX	XXX	Report	XXX
Chlorobenzene	XXX	Report	XXX	XXX	Report	XXX
Dichlorobenzene, Total	XXX	Report	XXX	XXX	Report	XXX
Diethylamine	XXX	Report	XXX	XXX	Report	XXX
Isopropyl Ether	XXX	Report	XXX	XXX	Report	XXX
Xylenes, Total	XXX	Report	XXX	XXX	Report	XXX
n-amyl Acetate	XXX	Report	XXX	XXX	Report	XXX
Amyl Alcohol	XXX	Report	XXX	XXX	Report	XXX
Isobutyraldehyde	XXX	Report	XXX	XXX	Report	XXX
Methyl Cellosolve	XXX	Report	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.0432 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	XXX	XXX
Iron, Total	XXX	XXX	XXX	2.0	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.0	XXX	XXX

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

 • Chesapeake Bay Requirement

 • Industrial Stormwater Requirements

 • Whole Effluent Toxicity

 • Chemical Additives

 • Chlorine Minimization

 • Cooling Water Intake Structures

 • Entrainment Study

 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 not in effect.

 Northeast Regional Office

 PA0275841, Industrial, SIC Code 3561, Curtiss Wright EPD, 1185 Feather Way, Bethlehem, PA 18015. Facility Name: Curtiss Wright EPD. This existing facility is located in Bethlehem City, Northampton 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), Saucon Creek, is located in State Water Plan watershed 2-C and is classified for 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 (stormwater).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 101 are based on a design flow of 1.125 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPM)	Report	XXX	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	XXX
Total Volume (GPM)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for IMP 201 are based on a design flow of 1.125 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPM)	Report	XXX	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	XXX
Total Volume (GPM)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 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.

 Southcentral Regional Office

 PA0262030, Sewage, SIC Code 6514, Staci Stettler, 584 Bull Run Road, Wrightsville, PA 17368-9045. Facility Name: Stettler Res. This existing facility is located in Lower Windsor Township, York County.

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

 The receiving stream(s), Bull Run (WWF, MF), is located in State Water Plan watershed 7-I and is classified for Warm 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 .0004 MGD.—Limits.

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

 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.

 Southcentral Regional Office

 PA0266787, Sewage, SIC Code 8811, Timothy McMillen, 176 Smith Road, Tyrone, PA 16686-7121. Facility Name: McMillen Residence. This existing facility is located in Antis Township, Blair County.

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

 The receiving stream(s), Unnamed Tributary to Little Juniata River (WWF, MF), is located in State Water Plan watershed 11-A and is classified for Warm 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 .0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
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	1,0

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0001937, Industrial, SIC Codes 3612 and 3613, Pennsylvania Transformer Technology, Inc., 30 Curry Avenue, Canonsburg, PA 15317-1786. Facility Name: Pennsylvania Transformer Technology, Inc. Canonsburg Plant. This existing facility is located in Cecil Township & Canonsburg Borough, Washington County.

 Description of Existing Activity: The application is for an amendment to an NPDES permit for existing and new discharges of treated groundwater and storm water. The proposed permit will authorize the addition of new contaminated groundwater sources to Outfall 006. The interim and final effluent limits for Outfall 006 and all other terms and conditions of the permit will remain unchanged.

 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, watersupply, and recreation. The discharges are not expected to affect public water supplies.

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

	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)	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Free (ug/L)	XXX	XXX	XXX	Report	Report	XXX
4,6-dinitro-o-cresol (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,3-Dichlorobenzidine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Pentachlorophenol (ug/L)	XXX	XXX	XXX	Report	Report	XXX
2,4,6-Trichlorophenol (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylonitrile (ug/L)	XXX	XXX	XXX	Report	Report	XXX
1,3-Dichloropropylene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bromoform (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chlorodibromomethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
1,1,2-Trichloroethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
1,2-Dichloroethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
1,2-Diphenylhydrazine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dichlorobromomethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
1,1,2,2-Tetrachloroethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Chloroethyl)Ether (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobutadiene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorocyclopentadiene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachloroethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Indeno(1,2,3-cd)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Methylene Chloride (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodimethylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodi-N-Propylamine (ug/L)	XXX	XXX	XXX	Report	Report	XXX
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)	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)	XXX	XXX	XXX	Report	Report	XXX

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

	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)	XXX	XXX	XXX	18.2	28.4	45.5
Cyanide, Free (ug/L)	XXX	XXX	XXX	11.2	17.5	28.0
4,6-dinitro-o-cresol (ug/L)	XXX	XXX	XXX	28.0	43.7	70.0
3,3-Dichlorobenzidine (ug/L)	XXX	XXX	XXX	0.186	0.291	0.465
Pentachlorophenol (ug/L)	XXX	XXX	XXX	2.40	3.74	6.00
2,4,6-Trichlorophenol (ug/L)	XXX	XXX	XXX	12.4	19.4	31.0
Acrolein (ug/L)	XXX	XXX	XXX	3.90	6.08	9.75
Acrylonitrile (ug/L)	XXX	XXX	XXX	0.453	0.706	1.13
1,3-Dichloropropylene (ug/L)	XXX	XXX	XXX	3.02	4.71	7.55
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	0.002	0.004	0.005
Benzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzidine (ug/L)	XXX	XXX	XXX	0.0008	0.001	0.002
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
Bromoform (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Carbon Tetrachloride (ug/L)	XXX	XXX	XXX	2.04	3.18	5.10
Chlorodibromomethane (ug/L)	XXX	XXX	XXX	3.55	5.54	8.88
1,1,2-Trichloroethane (ug/L)	XXX	XXX	XXX	5.24	8.17	13.1
1,2-Dichloroethane (ug/L)	XXX	XXX	XXX	3.37	5.26	8.43
1,2-Diphenylhydrazine (ug/L)	XXX	XXX	XXX	0.319	0.498	0.798
Dichlorobromomethane (ug/L)	XXX	XXX	XXX	4.88	7.62	12.2
1,1,2,2-Tetrachloroethane (ug/L)	XXX	XXX	XXX	1.51	2.35	3.78
Bis(2-Chloroethyl)Ether (ug/L)	XXX	XXX	XXX	0.266	0.415	0.665
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	10.6	16.6	26.5
Chrysene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
Hexachlorobutadiene (ug/L)	XXX	XXX	XXX	3.91	6.09	9.78
Hexachlorocyclopentadiene (ug/L)	XXX	XXX	XXX	2.16	3.37	5.40
Hexachloroethane (ug/L)	XXX	XXX	XXX	12.4	19.4	31
Indeno(1,2,3-cd)Pyrene (ug/L)	XXX	XXX	XXX	0.034	0.053	0.085
Methylene Chloride (ug/L)	XXX	XXX	XXX	Report	Report	XXX
N-Nitrosodimethylamine (ug/L)	XXX	XXX	XXX	0.006	0.010	0.015
N-Nitrosodi-N-Propylamine (ug/L)	XXX	XXX	XXX	0.044	0.069	0.110
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)	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)	XXX	XXX	XXX	0.222	0.346	0.555

 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.

 Southwest Regional Office

 PA0004219, Industrial, SIC Code 1061, 2819, 3313, Langeloth Metallurgical Co. LLC, P.O. Box 608, Langeloth, PA 15054-0608. Facility Name: Langeloth Metallurgical Plant. This existing facility is located in Smith Township, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste and stormwater runoff associated with industrial activity.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Insta. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Insta. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Insta. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Insta. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Fluoride, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Molybdenum, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Insta. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	XXX	110.0	XXX

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.024 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Insta. 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
Total Suspended Solids	73.0	146.0	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Antimony, Total	Report	Report	XXX	Report	Report	XXX
Arsenic, Total	0.033	0.051	XXX	0.163	0.254	0.41
Boron, Total	Report	Report	XXX	Report	Report	XXX
Cadmium, Total	0.10	0.25	XXX	Report	Report	XXX
Copper, Total	0.75	1.5	XXX	Report	Report	XXX
Fluoride, Total	24.0	43.0	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	0.16	0.34	XXX	Report	Report	XXX
Molybdenum, Total	9.98	19.28	XXX	30.0	60.0	75
Selenium, Total	Report	Report	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	0.52	1.25	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	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 in effect.

---

III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.

---

 Southeast Regional Office

 Applicant: Philadelphia Parks and Recreation

 Applicant Address: 1515 Arch Street, Philadelphia, PA 19102

 Application Number: PAD510230

 Application Type: New

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Shepard Recreation Center

 Total Earth Disturbance Area (acres): 2.66 acres

 Surface Waters Receiving Stormwater Discharges: Schuylkill River (WWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Shephard Recreation Center redevelopment will include an addition and remodel of recreation building, improvements to pool building and basketball courts, playground equipment, utility connections, and underground stormwater detention facilities.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

 Northeast Regional Office

 Applicant: The Preserve at Blue Ridge, LLC

 Applicant Address: 1140 Route 315, Suite 201, Wilkes-Barre, PA 18711

 Application Number: PAD400073

 Application Type: New

 Municipality/County: Dorrance Township, Luzerne County

 Project Site Name: Estates at Blue Ridge

 Total Earth Disturbance Area (acres): 41.24 acres

 Surface Waters Receiving Stormwater Discharges: 1. UNT to Little Wapwallopen Creek (CWF, MF); 2. Little Wapwallopen Creek (CWF, MF); 3. EV Wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This project involves an existing wooded area to be developed into 22 lot single family residential subdivision.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Northeast Regional Office

 Applicant: OZ Realty, LLC

 Applicant Address: 370 Erie Street, Honesdale, PA 18431-1039

 Application Number: PAD640044

 Application Type: New

 Municipality/County: Honesdale Borough, Wayne County

 Project Site Name: OZ Realty Warehouse

 Total Earth Disturbance Area (acres): 2.50 acres

 Surface Waters Receiving Stormwater Discharges: Lackawaxen River (HQ-TSF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The project involves the construction of a 7,920 square foot warehouse with associated gravel driveway, parking, turn around areas and stormwater management BMP facilities. An on-site barn will also be converted into a garage.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Southeast Regional Office

 Applicant: Lincoln University

 Applicant Address: 1570 Baltimore Pike, Lincoln University, PA 19352

 Application Number: PAD150161 A-3

 Application Type: Major Amendment

 Municipality/County: Lower Oxford Township, Chester County

 Project Site Name: Lincoln University Amos Hall (Rivero, Cresson, and Vail)

 Total Earth Disturbance Area (acres): 1.39 acres

 Surface Waters Receiving Stormwater Discharges: UNT to West Branch Big Elk Creek (HQ-TSF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This application is to amend PAD150161 to include a new Project Site Boundary and Earth Disturbance Area adjacent to the existing permitted boundaries. Proposed renovations to an existing university athletic building with associated site improvements (walkways, stairs, landscaping, utilities, stormwater). This application, and all supporting forms and calculations are associated with the Rivero Hall improvements only and do not include the Amos Hall Renovation and Expansion, Vail Hall, or Cresson Hall improvements that are currently permitted.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

 Northeast Regional Office

 Applicant: Ivan Malanyuk

 Applicant Address: 6533 Laurelwood Road, Swiftwater, PA 18370

 Application Number: PAD450187

 Application Type: New

 Municipality/County: Tunkhannock Township, Monroe County

 Project Site Name: Ivan Malanyuk Land Development—Mechanic Shop & Used Car Lot

 Total Earth Disturbance Area (acres): 1.23 acres

 Surface Waters Receiving Stormwater Discharges: Mud Pond Run (EV, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Mechanic Shop & Used Car Lot with on-site septic, well and stormwater management.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Southwest Regional Office

 Applicant: Peoples Natural Gas Company LLC

 Applicant Address: 375 North Shore Drive, Suite 600, Pittsburgh, PA 15212

 Application Number: PA630006D

 Application Type: New

 Municipality/County: North Bethlehem Township and Somerset Township, Washington County

 Project Site Name: Goodwin Tombaugh Phase 3 Areas 13—15

 Total Earth Disturbance Area (acres): 26 acres

 Surface Waters Receiving Stormwater Discharges: Center Branch Pigeon Creek (WWF), North Branch Pigeon Creek (WWF), Pigeon Creek (WWF), South Branch Pigeon Creek (WWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The Project consist of the installation of 11 miles of new 2-inch, 4-inch, and 6-inch plastic gas pipeline in North Bethlehem and Somerset Townships, Washington County, PA. PNG intends to complete a portion of the Project using Horizontal Directional Drilling (HDD) to reduce earth disturbance and limit environmental impacts. The remainder of the Project will be installed via trenching methods. Use of the existing pipeline will be abandoned. The pipeline will remain in place except for sections of exposed pipeline within streams and wetlands, which will be removed. Additionally, the abandoned pipeline will either be removed or capped at all stream and wetland crossings in accordance with PA DEP requirements. In-lieu of grouting the abandoned line at resource crossings, PNG shall maintain liability of the abandoned line. If there are any environmental concerns or any issues identified due to the abandoned pipe, PNG will be responsible to correct the issue. The Project will be restored to pre-construction conditions and no new permanent impervious areas are proposed.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.

 Southwest Regional Office

 Applicant: Peoples Natural Gas Company LLC

 Applicant Address: 375 North Shore Drive, Suite 600, Pittsburgh, PA 15212

 Application Number: PA630008D

 Application Type: New

 Municipality/County: North Strabane Township, Nottingham Township and Union Township, Washington County

 Project Site Name: Goodwin Tombaugh Phase 4 Areas 3—6

 Total Earth Disturbance Area (acres): 27 acres

 Surface Waters Receiving Stormwater Discharges: Little Chartiers Creek (HQ-WWF), Mingo Creek (HQ-TSF), Sugar Run (HQ-TSF) & Monongahela River (WWF) and their UNTs

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The Project consist of the installation of 10 miles of new 2-inch, 4-inch, and 6-inch plastic gas pipeline in North Strabane Township, Nottingham Township, and Union Township, Washington County, PA. PNG intends to complete a portion of the Project using Horizontal Directional Drilling (HDD) to reduce earth disturbance and limit environmental impacts. The remainder of the Project will be installed via trenching and insert methods. Use of the existing pipeline will be abandoned. The pipeline will remain in place except for sections of exposed pipeline within streams and wetlands, which will be removed. Additionally, the abandoned pipeline will either be removed or capped at all stream and wetland crossings in accordance with PA DEP requirements. In-lieu of grouting the abandoned line at resource crossings, PNG shall maintain liability of the abandoned line. If there are any environmental concerns or any issues identified due to the abandoned pipe, PNG will be responsible to correct the issue. The Project will be restored to pre-construction conditions and no new permanent impervious areas are proposed.

 Special Conditions: This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance.

 You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.

 Northeast Regional Office

 Applicant: Sand Springs Land, LLC

 Applicant Address: 4511 Falmer Drive, Bethlehem, PA 18020

 Application Number: PAD400065

 Application Type: New

 Municipality/County: Butler Township, Luzerne County

 Project Site Name: Anthracite Scouting Residential Subdivision

 Total Earth Disturbance Area (acres): 28.02 acres

 Surface Waters Receiving Stormwater Discharges: Long Run (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Sand Springs Land LLC is proposing to subdivide and construct 30 dwelling units at a property located between Interstate 81 and Interstate 80, adjacent to the Sand Springs Development Access to the proposed subdivision will be from Long Run Road.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Northeast Regional Office

 Applicant: Newfoundland Solar 1, LLC

 Applicant Address: 55 Technology Drive, Lowell, MA 01851

 Application Number: PAD640041

 Application Type: New

 Municipality/County: Dreher Township, Wayne County

 Project Site Name: East Sterling Road Solar

 Total Earth Disturbance Area (acres): 67.36 acres

 Surface Waters Receiving Stormwater Discharges: Wallenpaupack Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The project involves the construction of a 5 MW solar farm, including the installation of solar panels, electrical equipment, access roads and stormwater management BMP facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Northeast Regional Office

 Applicant: 901 Sathers, LLC

 Applicant Address: 3 Empire Blvd., South Hackensack, NJ 07606

 Application Number: PAD400068

 Application Type: New

 Municipality/County: Butler Township, Luzerne County

 Project Site Name: 901 Sathers Warehouse Addition

 Total Earth Disturbance Area (acres): 10.16 acres

 Surface Waters Receiving Stormwater Discharges: 1. Collins Creek (CWF, MF); 2. EV Wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The addition to the former Cascades Warehouse will require the relocation of an Unnamed Tributary to Collins Creek further south on the 901 Sathers Drive property. A stormwater infiltration basin will be constructed on site to manage runoff from additional impervious surfaces, and a new stream crossing will be required to access the basin. A new drainage outfall and a utility stream crossing will be required to complete the proposed site improvements. A temporary stream crossing will be required during construction to complete the proposed stream realignment.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Northeast Regional Office

 Applicant: Nazareth Borough Municipal Authority

 Applicant Address: 872 Tatamy Road, Nazareth, PA 18064

 Application Number: PAD480199

 Application Type: New

 Municipality/County: Plainfield Township, Northampton County

 Project Site Name: NBMA Hower Farm

 Total Earth Disturbance Area (acres): 7.36 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Bushkill Creek (HQ-CWF, MF) & EV Wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The project involves removal of existing farm buildings and concrete with installation of new farm lanes, staging areas and stormwater management facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Regional Permit Coordination Office

 Applicant: Keva Flats, LP

 Applicant Address: 707 Eagleview Boulevard, Suite 400, Exton, PA 19341-1159

 Application Number: PAD150304

 Application Type: New

 Municipality/County: West Wheatfield Township, Chester County

 Project Site Name: Keva Flats

 Total Earth Disturbance Area (acres): 10.95 acres

 Surface Waters Receiving Stormwater Discharges: Lionville Run (CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Construction of two apartment buildings, parking lots, and utilities; floodplain restoration of Lionville Run used as the primary PCSM BMP.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

 Southcentral Regional Office

 Applicant: Freedom Square, LP

 Applicant Address: 2645 Carnegie Road, York, PA 17402

 Application Number: PAD670092

 Application Type: New

 Municipality/County: Conewago Township, York County

 Project Site Name: Freedom Square

 Total Earth Disturbance Area (acres): 51.86 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Conewago Creek (TSF, MF), Conewago Creek (TSF, MF), and wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: 167 lot single family residential subdivision with associated roadways

 Special Conditions: Wetland Monitoring

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Northeast Regional Office

 Applicant: Valley Industrial Properties, LLC

 Applicant Address: 21 E. 10th Street, Northampton, PA 18067-1718

 Application Number: PAD480125 A-1

 Application Type: New

 Municipality/County: East Bangor Borough, Northampton County

 Project Site Name: Valley Industrial Properties

 Total Earth Disturbance Area (acres): 74.21 acres

 Surface Waters Receiving Stormwater Discharges: Brushy Meadow Creek (CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Valley Industrial is proposing to use off-site fill material, meeting DEP-approved concentration limits, in combination with on-site overburden material to reclaim a pre act non-coal quarry to the proposed final grades shown in the application, to allow commercial and industrial redevelopment of the site which will provide substantial economic benefits to the local community.

 Special Conditions: N/A—No site-specific special conditons proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

 Southcentral Regional Office

 Applicant: Borough of Carlisle

 Applicant Address: 53 West South Street, Carlisle, PA 17013

 Application Number: PAD210102

 Application Type: New

 Municipality/County: Carlisle Borough, Cumberland County

 Project Site Name: Carlisle Ridge Street Pump Station No. 2 and Force Main Improvements

 Total Earth Disturbance Area (acres): 2.72 acres

 Surface Waters Receiving Stormwater Discharges: Letort Spring Run (EV, MF) and EV Wetlands

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Pump station upgrade and sanitary sewer force main construction

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Southcentral Regional Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 827 Hausman Road, GENN 4, Allentown, PA 18104

 Application Number: PA360001D

 Application Type: New

 Municipality/County: West Hempfield Township and Manor Township, Lancaster County

 Project Site Name: WHEM-MANO Permitting Support

 Total Earth Disturbance Area (acres): 92.95 acres

 Surface Waters Receiving Stormwater Discharges: Strickler Run (WWF, MF), Stamans Run (WWF, MF), Dry Run (WWF, MF), Witmers Run (WWF, MF), UNT to West Branch Little Conestoga Creek (TSF, MF), Wisslers Run (HQ-CWF, MF), Indian Run (WWF, MF), Witmer Run (WWF, MF), UNT to Conestoga River (WWF, MF) and Wetlands (Other)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: PPL intends to rebuild approximately 8.5 miles of existing transmission line.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Southcentral Regional Office

 Applicant: South Middleton Township

 Applicant Address: 520 Park Drive, Boiling Springs, PA 17007

 Application Number: PAD210104

 Application Type: New

 Municipality/County: South Middleton Township, Cumberland County

 Project Site Name: Carlisle Airport

 Total Earth Disturbance Area (acres): 7.12 acres

 Surface Waters Receiving Stormwater Discharges: Letort Spring Run, EV, MF and Letort Spring Run, EV, MF

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Create a stockpile site and slope flattening

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Northeast Regional Office

 Applicant: Kay Builders Inc., c/o Rick Koze

 Applicant Address: 5930 Hamilton Blvd., Allentown, PA 18106

 Application Number: PAD390280

 Application Type: New

 Municipality/County: Upper Milford Township, Lehigh County

 Project Site Name: The Fields at Twin Run

 Total Earth Disturbance Area (acres): 24.51 acres

 Surface Waters Receiving Stormwater Discharges: Little Lehigh Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: A 24.62-acre property to be developed into 78 twin homes. Associated improvements include internal roads, sidewalks, associated utilities. Stormwater management will be provided via two detention basins, one of which will provide storage for a spray irrigation system.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

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