NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 6724]
[Saturday, October 26, 2024]

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
6324803	Joint DEP/PFBC Pesticides Permit	New	Stroope Jason 103 Fairway Drive McMurray, PA 15317-3119	Peters Township Washington County	SWRO
2172401	Major Sewage Treatment Facility Individual WQM Permit	Amendment	East Pennsboro Township Cumberland County 98 S Enola Drive Enola, PA 17025-2704	East Pennsboro Township Cumberland County	SCRO
2987401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Todd Township Fulton County 2998 East Dutch Corner Road McConnellsburg, PA 17233	Todd Township Fulton County	SCRO
4399416	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Forrest Brooke MHC LLC 9140 Sandpiper Drive Streetsboro, OH 44241-4599	Lackawannock Township Mercer County	NWRO
6724401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Walmar MHC LLC 524 Meadow Avenue Loop Banner Elk, NC 28604-9443	Franklin Township York County	SCRO
NNOEXSC90	No Exposure Certification	Transfer	Hunterstown Generation LLC 1731 Hunterstown Road Gettysburg, PA 17325-7526	Straban Township Adams County	SCRO
NOEXSW051	No Exposure Certification	Renewal	Cleaveland Price Inc. 14000 Route 993 Trafford, PA 15085-9550	North Huntingdon Township Westmoreland County	SWRO
PAG030249	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	SEPTA 1234 Market Street 6th Floor Philadelphia, PA 19107	Upper Darby Township Delaware County	SERO
PAG032439	PAG-03 NPDES General Permit for Industrial Stormwater	New	Estes Express Lines 3901 W Broad Street Richmond, VA 23230-3962	Scranton City Lackawanna County	NERO
PAG032440	PAG-03 NPDES General Permit for Industrial Stormwater	New	Estes Express Lines 3901 W Broad Street Richmond, VA 23230-3962	Lehighton Borough Carbon County	NERO
PAG033812	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Kenvue Brands LLC 400 W Lincoln Avenue Lititz, PA 17543-8701	Lititz Borough Lancaster County	SCRO
PAG034092	PAG-03 NPDES General Permit for Industrial Stormwater	New	LB Foster Co. 415 Holiday Drive Pittsburgh, PA 15220-2729	Bedford Township Bedford County	SCRO
PAG038615	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Rupe Ind LLC 6774 Orangeville Road Sharpsville, PA 16150-8425	South Pymatuning Township Mercer County	NWRO
PAG043988	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Amendment	Foltz Jeremy 15040 Shimpstown Road Mercersburg, PA 17236-9711	Montgomery Township Franklin County	SCRO
PAG044010	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Renewal	Civils Michael D 369 Trouts Lane Duncansville, PA 16635-6341	Allegheny Township Blair County	SCRO
PAG044011	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Swope Warren E 438 Patterson Run Road McConnellsburg, PA 17233	Licking Creek Township Fulton County	SCRO
PAG044874	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Steffans Erik L 200 Adams Avenue 603 Scranton, PA 18503-1607	Hepburn Township Lycoming County	NCRO
PAG046393	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Defreitas Everaldo 248 N Regent Street Port Chester, NY 10573-2624	Penn Hills Township Allegheny County	SWRO
PAG048723	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Strother Richard 138 Bradman Est Slippery Rock, PA 16057-3206	Slippery Rock Township Butler County	NWRO
PAG123958	PAG-12 NPDES General Permit for CAFOs	New	Wenger Lester 25 Hale Road Shippensburg, PA 17257-8618	Southampton Township Cumberland County	SCRO
PAG136337	PAG-13 NPDES General Permit for MS4s	Renewal	Bentleyville Borough Washington County 900 Main Street Bentleyville, PA 15314-1162	Bentleyville Borough Washington County	SWRO
3623405	Pump Stations Individual WQM Permit	Transfer	PA American Water Co. 7182 White Oak Road Christiana, PA 17509-9528	Sadsbury Township Lancaster County	SCRO
3623406	Pump Stations Individual WQM Permit	Transfer	PA American Water Co. 7182 White Oak Road Christiana, PA 17509-9528	Sadsbury Township Lancaster County	SCRO
PA0087530	Single Residence STP Individual NPDES Permit	Transfer	Bonney Ann E 3651 Waggoners Gap Road Carlisle, PA 17015-9540	North Middleton Township Cumberland County	SCRO
1001404	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Strother Richard 138 Bradman Est Slippery Rock, PA 16057-3206	Slippery Rock Township Butler County	NWRO
2197405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Bonney Ann E 3651 Waggoners Gap Road Carlisle, PA 17015-9540	North Middleton Township Cumberland County	SCRO
4186402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Steffans Erik L 200 Adams Avenue 603 Scranton, PA 18503-1607	Hepburn Township Lycoming County	NCRO
WQG01291801	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Warren E. Swope 438 Patterson Run Rd. McConnellsburg, PA 17233	Licking Creek Township Fulton County	SCRO
WQG02392401	WQG-02 Sewer Extensions WQM General Permit	New	Upper Macungie Twp Lehigh County 8330 Schantz Road Breinigsville, PA 18031	Upper Macungie Township Lehigh County	NERO
WQG02402401	WQG-02 Pump Stations WQM General Permit	New	Hazle Twp. Municipal Authority P.O. Box 502 Harleigh, PA 18225	Hazle Township Luzerne County	NERO
WQG02402402	WQG-02 Sewer Extensions WQM General Permit	New	Greater Hazleton Joint Sewer Authority P.O. Box 65 500 Oscar Thomas Drive Hazleton, PA 18201	Hazleton City Luzerne County	NERO

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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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 Northeast Regional Office

 PA0041742, Sewage, SIC Code 4952, Nazareth Borough Municipal Authority, Northampton County, P.O. Box A, Nazareth, PA 18064-0450. Facility Name: Nazareth Borough WWTP. This existing facility is located in Lower Nazareth Township, Northampton 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), Shoeneck Creek (WWF, MF), and Unnamed Tributary to Shoeneck Creek (WWF, MF), is located in State Water Plan watershed 1-F 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 1.6 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Cadmium, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Cyanide, Free (ug/L)	Report	Report	XXX	9.2	23.0	23.0
Zinc, Total	Report	Report	XXX	0.21	0.42	0.42
alpha-Endosulfan (ug/L)	Report	Report	XXX	Report	Report	XXX
1,2,4-Trichlorobenzene (ug/L)	Report	Report	XXX	Report	Report	XXX
beta-BHC (ug/L)	Report	Report	XXX	Report	Report	XXX
Chlorodibromomethane (ug/L)	Report	Report	XXX	Report	Report	XXX
Chloroform (ug/L)	Report	Report	XXX	Report	Report	XXX
Heptachlor (ug/L)	Report	Report	XXX	Report	Report	XXX
Hexachlorobutadiene (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Cadmium, Total (ug/L)	0.007	0.011	XXX	0.55	0.85	1.37
Cyanide, Free (ug/L)	0.073	0.11	XXX	5.51	8.59	13.8
Zinc, Total (ug/L)	2.48	2.48	XXX	186.0	186.0	186.0
alpha-Endosulfan (ug/L)	0.001	0.002	XXX	0.077	0.012	0.19
1,2,4-Trichlorobenzene (ug/L)	0.001	0.002	XXX	0.096	0.15	0.24
beta-BHC (ug/L)	0.0004	0.0006	XXX	0.031	0.048	0.076
Chlorodibromomethane (ug/L)	0.041	0.064	XXX	3.06	4.77	7.65
Chloroform (ug/L)	0.10	0.16	XXX	7.85	12.2	19.6
Heptachlor (ng/L)	0.000000306	0.000000478	XXX	0.02	0.04	0.06
Hexachlorobutadiene (ug/L)	0.0005	0.0008	XXX	0.038	0.060	0.096

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	Report Avg Qrtly	Report	XXX	1,000.0 Avg Qrtly	1,000.0	1,000.0
Copper, Total	Report Avg Qrtly	Report	XXX	Report Avg Qrtly	Report	XXX
PFOA (ng/L)	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	Report
PFOS (ng/L)	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	Report
PFBS (ng/L)	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	Report
HFPO-DA (ng/L)	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Daily Maximum	IMAX
Dichlorobromomethane (ug/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous 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
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.39	1.30	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	334	534 Wkly Avg	XXX	25.0	40.0 Wkly Avg	50.0
May 1 - Oct 31	200	307 Wkly Avg	XXX	15.0	23.0 Wkly Avg	30.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	400	600 Wkly Avg	XXX	30.0	45.0 Wkly Avg	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Fecal Coliform (CFU/100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Nitrogen  Nov 1 - Apr 30	Report	Report	XXX	Report	Report	XXX
May 1 - Oct 31	72.1	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	60	Report	XXX	4.5	9.0	9.0
May 1 - Oct 31	20	Report	XXX	1.5	3.0	3.0
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	41.4	Report	XXX	Report	Report	XXX
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Antimony, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Boron, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Silver, Total (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for (stormwater) Outfalls 002 and 003 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Dry stream; SBR discharges; Determination of Part A, Additional requirements, paragraph 1.d narrative technology-based effluent limits during dry stream conditions; Solids management; WQBELs for toxic pollutants; Whole Effluent Toxicity (WET)); WQBELs below quantitation Limits; and Stormwater conditions

 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 not in effect.

 Northeast Regional Office

 PA0043311, Sewage, SIC Code 7032, Camp Towanda, P.O. Box 12, Demarest, NJ 07627-0012. Facility Name: Camp Towanda. This existing facility is located in Lebanon Township, Wayne County.

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

 The receiving stream(s), Unnamed Tributary of Big Brook (EV, MF), is located in State Water Plan watershed 1-B and is classified for Exceptional Value Water and Migratory Fish, 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 .027 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	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	7.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.06	XXX	0.20
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	XXX	XXX	25.0	50.0	50.0
Total Suspended Solids	Report	XXX	XXX	30.0	60.0	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000.0 Geo Mean	XXX	10,000.0
May 1 - Sep 30	XXX	XXX	XXX	200.0 Geo Mean	XXX	1,000.0
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	6.81	13.62	13.62
May 1 - Oct 31	Report	XXX	XXX	2.27	4.54	4.54

 The proposed effluent limits for Outfall 001 are based on a design flow of .027 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Planning; WQM permit application (when lagoon sludges are removed); Notification of discharge; Wastewater impoundment elevation markings; and Solids management.

 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.

 Northeast Regional Office

 PA0065188, Sewage, SIC Code 4952, Wayne Economic Development Corp, 32 Commercial Street, Honesdale, PA 18431-1897. Facility Name: Sterling Business Tech Park WWTP. This existing facility is located in Sterling Township, Wayne 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), West Branch Wallenpaupack Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-C and is classified for High Quality—Cold Water and Migratory Fish, 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 .035 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous 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
Dissolved Oxygen	XXX	XXX	3.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	<0.02
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	Report	XXX	XXX	20.0	40.0	40.0
May 1 - Oct 31	Report	XXX	XXX	10.0	20.0	20.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
Total Suspended Solids	Report	XXX	XXX	10.0	20.0	20.0
Total Dissolved Solids	Report	XXX	XXX	1,000.0	2,000.0	2,000
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	3.0	9.0	9.0
May 1 - Oct 31	Report	XXX	XXX	1.0	3.0	3.0
Total Phosphorus	Report	XXX	XXX	0.3	0.6	0.6
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .035 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Daily Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	33 Total Annual	XXX	XXX	XXX	XXX
Copper, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Lead, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Zinc, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Planning; Chlorine minimization; Responsible operator; New WQM permit (plant upgrades for low flow conditions); Notification of phased construction; Changes to stream/effluent; Wastewater reuse; TMDL reporting; Solids management; TRC effluent limitations below quantitation limits

 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.

 Northeast Regional Office

 PA0070254, Sewage, SIC Code 4952, Lehigh County Authority, P.O. Box 3348, Allentown, PA 18106-0348. Facility Name: Lynn Township Wastewater Treatment Plant (WWTP). This existing facility is located in Lynn Township, Lehigh 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), Ontelaunee Creek (CWF, MF), is located in State Water Plan watershed 3-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .080 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .080 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.74
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	16.7	XXX	XXX	25.0	40.0	50.0
May 1 - Oct 31	10.0	XXX	XXX	15.0	25.0	30.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report Daily Max	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report Daily Max	XXX
BOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	20.0	XXX	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report Daily Max	XXX
Total Suspended Solids (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	1,000.0	2,000.0 Daily Max	2,000.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	8.0	XXX	XXX	12.0	24.0 Daily Max	24.0
May 1 - Oct 31	2.7	XXX	XXX	4.0	8.0 Daily Max	8.0
Total Phosphorus	Report	XXX	XXX	Report	Report Daily Max	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Total Suspended Solids (Total Load, lbs) (lbs)  Other Annual Final Effluent	XXX	7,306.0 Total Annual	XXX	XXX	XXX	XXX
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	Report Daily Max	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	Report Daily Max	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	Report Daily Max	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Other Annual Final Effluent	XXX	244.0 Total Annual	XXX	XXX	XXX	XXX

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; High Flow Management Plan (HFMP); Solids management

 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.

 Northwest Regional Office

 PA0295957, Sewage, SIC Code 8800, Andrew L Buehler, P.O. Box 239, Ridgeway, PA 15853. Facility Name: Andy Buehler SRSTP. This proposed facility is located in Saint Marys City, Elk County.

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

 The receiving stream(s), Unnamed Tributary of South Fork West Creek (HQ-CWF, MF), is located in State Water Plan watershed 8-A and is classified for High Quality—Cold Water and Migratory Fish, 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

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0021776, Sewage, SIC Code 4952, Fairfield Borough Municipal Authority, Adams County, 108 West Main Street, Fairfield, PA 17320-8330. Facility Name: Fairfield STP. This existing facility is located in Fairfield Borough, Adams 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), Spring Run (CWF), is located in State Water Plan watershed 13-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	63.0	100.0	XXX	25.0	40.0	50.0
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	75.0	113.0	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	11.0	XXX	XXX	4.5	XXX	9.0
May 1 - Oct 31	3.8	XXX	XXX	1.5	XXX	3.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 for Chesapeake Bay Requirements

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Average Monthly	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	7306	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	974	XXX	XXX	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

 PA0294543, Sewage, SIC Code 8811, WD Endeavors LLC, 145 Edgegore Road, Hanover, PA 17331. Facility Name: 1180 New Chester Road Properties. This proposed facility is located in Straban Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Swift Run (WWF, MF), is located in State Water Plan watershed 7-F; 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 0.0004 MGD.—Limits.

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

 Southeast Regional Office

 PA0051730, Sewage, SIC Code 7991, Philadelphia Country Club, 1601 Spring Mill Road, Gladwyne, PA 19035-1020. Facility Name: Philadelphia Country Club STP. This existing facility is located in Lower Merion Township, Montgomery 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), Sawmill Run (WWF, MF), is located in State Water Plan watershed 3-F 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 .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

 I. Other Requirements

 A. No Stormwater

 B. Property Rights

 C. Sludge Disposal

 D. Act 537 Approval

 E. TRC Minimization

 F. Operator Notification

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0057738, Sewage, SIC Code 8422, PA DCNR Bureau of State Parks, 11 Lodi Hill Road, Upper Black Eddy, PA 18972-9540. Facility Name: Delaware Canal State Park SFSTP. This existing facility is located in Solebury Township, Bucks County.

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

 The receiving stream(s), Delaware River (WWF, MF), is located in State Water Plan watershed 2-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 0.0008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	Report
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

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

 • Permittee shall submit Annual Maintenance Report (AMR)

 • Septic tanks must be pumped out once every three years

 • Proper disposal of collected screenings, sludges and other solids

 • Permittee shall optimize chlorine dosage to minimize TRC in effluent

 • Seasonal effluent limits for Fecal Coliform

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245071, Sewage, SIC Code 8811, Radosky Dean, 4431 Axe Handle Road, Quakertown, PA 18951-3280. Facility Name: Dean M Radosky SFTF. This existing facility is located in East Rockhill Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Tohickon Creek (TSF, MF), is located in State Water Plan watershed 2-D and is classified for Trout Stocking 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
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	200.0	XXX	1,000

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PAI130025, MS4, Thornbury Township, Chester County, 800 E Street Road, West Chester, PA 19382-8545.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Thornbury Township, Chester County. The receiving stream(s), Radley Run (WWF, MF), Chester Creek (TSF, MF), Unnamed Tributary to Chester Creek (TSF, MF), and Waln Run (TSF, MF), is located in State Water Plan watershed 3-G and 3-H and is classified for Trout Stocking, Warm Water Fishes, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Pollutant Reduction Plan (PRP)

 • A Total Maximum Daily Load (TMDL) Plan

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

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

 Southeast Regional Office

 PAI130066, MS4, West Caln Township, Chester County, 721 West Kings Highway, Wagontown, PA 19376-0175.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in West Caln Township, Chester County. The receiving stream(s), Indian Spring Run, Unnamed Tributary to West Branch Brandywine Creek (HQ-TSF, MF), Unnamed Tributary to Birch Run (HQ-CWF, MF), Unnamed Tributary of West Branch Brandywine Creek (TSF, MF), Unnamed Tributary to Pequea Creek (HQ-CWF, MF), Unnamed Tributary to Indian Spring Run, and West Branch Brandywine Creek (TSF, MF), is located in State Water Plan watershed 7-K and 3-H and is classified for High Quality—Cold Water, Trout Stocking, High Quality Waters—Trout Stocking, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Pollutant Reduction Plan (PRP)

 • A Total Maximum Daily Load (TMDL) Plan

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

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

 Southwest Regional Office

 PA0032069, Sewage, SIC Code 4952, St. Francis University, 111 Juniper Lane, Loretto, PA 15940-9739. Facility Name: St. Francis University WTP. This existing facility is located in Loretto Borough, Cambria County.

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

 The receiving stream(s), Unnamed Tributary to Clearfield Creek (CWF, MF), is located in State Water Plan watershed 8-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.318 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.318 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	0.318	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.03	XXX	0.12
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	65.0	100.0	XXX	25.0	38.0	50
May 1 - Oct 31	50.0	75.0	XXX	20.0	30.0	40
Total Suspended Solids	75.0	115.0	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
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	10.0	15.0	XXX	4.0	6.0	8
May 1 - Oct 31	5.8	8.7	XXX	2.2	3.3	4.4
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ultraviolet light dosage  (mJoules/cm2)	XXX	XXX	Report	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.318 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 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.

 Southwest Regional Office

 PA0205877, Sewage, SIC Code 4952, Redstone Township Sewer Authority, Fayette County, 1010 Main Street, Republic, PA 15475-0751. Facility Name: Redstone Township Sewer Authority WWTP. This existing facility is located in Redstone Township, Fayette 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), Dunlap Creek (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	90.0	150.0	XXX	25.0	40.0	50.0
May 1 - Oct 31	56.0	80.0	XXX	15.0	22.0	30.0
Total Suspended Solids	110.0	165.0	XXX	30.0	45.0	60.0
Ammonia-Nitrogen  Nov 1 - Apr 30	28.0	41.0	XXX	7.5	11.0	15.0
May 1 - Oct 31	9.0	13.0	XXX	2.5	3.5	5.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.60 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	125.0	185.0	XXX	25.0	40.0	50.0
May 1 - Oct 31	75.0	110.0	XXX	15.0	22.0	30.0
Total Suspended Solids	150.0	225.0	XXX	30.0	45.0	60.0
Ammonia-Nitrogen  Nov 1 - Apr 30	37.0	56.0	XXX	7.5	11.0	15.0
May 1 - Oct 31	12.0	17.0	XXX	2.5	3.5	5.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.60 MGD. These following limits are identical to those based on a design flow of 0.45 MGD—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.60 MGD. These following limits are identical to those based on a design flow of 0.45 MGD—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.60 MGD. This limit is identical to those based on a design flow of 0.45 MGD—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Part C I.D. In the event that the Department determines that the permittee's batch discharges are causing impairment to the aquatic life of the receiving stream due to the magnitude and frequency of the discharges, the permittee shall submit a Corrective Action Plan to equalize decant flows prior to discharge with a schedule to complete the improvements. The Corrective Action Plan and schedule shall be submitted within 60 days of the Department's written notification. Upon approval of the Plan, the Department will issue an amendment to the facility's Water Quality Management Permit.

 • Part C.I.E. The permittee is required to notify the Department 60 days prior to startup of operation of plant expansion.

 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.

 Southwest Regional Office

 PA0285315, Sewage, SIC Code 4952, Meadow Crest Development, P.O. Box 449, Mars, PA 16046-0449. Facility Name: Meadow Crest STP. This proposed facility is located in New Sewickley Township, Beaver County.

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

 The receiving stream(s), Unnamed Tributary to Tributary 34834 to Brush Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0536 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	5.0	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	2.8	XXX	5.6
May 1 - Oct 31	XXX	XXX	XXX	1.9	XXX	3.8
Total Phosphorus	XXX	XXX	XXX	0.5	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0536 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • None

 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.

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

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 Southeast Regional Office

 Applicant: Camphill Special Schools Inc.

 Applicant Address: 1784 Fairview Rd, Glenmoore, PA 19343

 Application Number: PAD150352

 Application Type: New

 Municipality/County: East Nantmeal Township, Chester County

 Project Site Name: Camphill Special Schools

 Total Earth Disturbance Area (acres): 2.70 acres

 Surface Waters Receiving Stormwater Discharges: Beaver Run (EV)

 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: Three building additions, a pavilion, realignment and regrading of a portion of the main site driveway, and rerouting of utility lines including addition of water tanks for fire protection. No increase in utility usage is proposed. On-lot septic and wells will continue to be used. Underground infiltration beds are proposed to provide groundwater recharge, water quality, and peak rate control.

 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: 2024 31st Allentown, LLC, c/o Michael Murphy

 Applicant Address: 151 Sawgrass Corners Drive, Ponte Verde Beach, FL 32082

 Application Number: PAD390328

 Application Type: New

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: Wawa # 8241—Lehigh Street

 Total Earth Disturbance Area (acres): 2.63 acres

 Surface Waters Receiving Stormwater Discharges: Little Lehigh Creek (HQ-CWF, MF) and UNT to Little Lehigh Creek (aka Trout 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 site consists of existing and vacant commercial buildings and parking lots. Demolish existing buildings and pavement. Consolidate two lots and a lot line change between the consolidated lot and the third lot. Consolidated lot will be developed into a Wawa Convenience Store with associated full canopy inclusive of entrance driveways, parking lots, utilities, landscaping, lighting, and stormwater management controls. The third lot will remain in its current condition.

 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: Douera 1, LLC

 Applicant Address: 1855 Clarence Drive, Hellertown, PA 18055

 Application Number: PAD480219

 Application Type: New

 Municipality/County: Hellertown Borough, Northampton County

 Project Site Name: 1702 Clauser Street Land Development

 Total Earth Disturbance Area (acres): 3.13 acres

 Surface Waters Receiving Stormwater Discharges: Saucon 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 two (2) new buildings for multi-family residential apartments and first floor commercial office space. Other work will include drive aisles, parking areas, landscaping and stormwater management facilities.

 Special Conditions: NA—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: F&R Macungie, LLC, c/o Reiss Rosenthal

 Applicant Address: 820 Surrey Drive, Gwynedd Valley, PA 19437

 Application Number: PAD390310

 Application Type: New

 Municipality/County: Lower Macungie Township, Lehigh County

 Project Site Name: Valley at Indian Creek

 Total Earth Disturbance Area (acres): 11.75 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Lehigh Creek (aka UNT to Swabia Creek) (HQ-CWF, MF) and UNT to 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: The project consists of a 22-lot subdivision for 22 single-family detached dwellings. The existing site is used for a single-family residence and a field/meadow. The project includes a new roadway, open space, utilities, and stormwater management. The project proposes 146,797 square feet of total impervious area, which will be managed by a rain garden, a dry extended detention basin, and revegetation.

 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.

 Southcentral Regional Office

 Applicant: 293 Blettner Ave., LLC

 Applicant Address: P.O. Box 615, 416 Sprenkle Ave, Hanover, PA 17331

 Application Number: PAD010014 A-1

 Application Type: Major Amendment

 Municipality/County: Conewago Township, Adams County

 Project Site Name: Blettner Ave. Snack Food Plant

 Total Earth Disturbance Area (acres): 38.64 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Plum Creek (WWF, 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 development of a 322,000 SF manufacturing building with associated employee, truck parking and stormwater management facilities. The proposed stormwater features are designed with future build outs, include roughly 324,700 SF of impervious area. The Major Amendment is for the addition of 2.0 acres of disturbed area encompassing the addition of solar panels, impervious surfaces, and storm sewer conveyance systems.

 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: Mr. Dwayne A Peifer

 Applicant Address: 235 Academy Road, Kirkwood, PA 17536

 Application Number: PAD360074 A-1

 Application Type: Major Amendment

 Municipality/County: Colerain Township, Lancaster County

 Project Site Name: Dwayne A. Peifer Poultry Operation

 Total Earth Disturbance Area (acres): 9.22 acres

 Surface Waters Receiving Stormwater Discharges: Gables Run via Wetland (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: Construction of one poultry barn, gravel drives, gravel turn-around areas and associated stormwater management controls.

 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: Easton Wood Ave., Propco, LLC

 Applicant Address: 8801 River Crossing Boulevard, Suite 300, Indianapolis, IN 46240-2294

 Application Number: PAD480218

 Application Type: New

 Municipality/County: Easton City, Wilson Borough, Palmer Township, Northampton County

 Project Site Name: Easton Commerce Park

 Total Earth Disturbance Area (acres): 81.2 acres

 Surface Waters Receiving Stormwater Discharges: 1. Bushkill 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: Construction of a single industrial building with supporting loading areas, parking spots, access drives, plus associated stormwater BMP's and landscaping.

 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: JBAR Pocono, LLC

 Applicant Address: 457 R North Main Street, Moscow, PA 18444-9009

 Application Number: PAD450201

 Application Type: New

 Municipality/County: Pocono Township, Monroe County

 Project Site Name: Schlier's Towing Warner Road

 Total Earth Disturbance Area (acres): 1.61 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Pocono 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: Construction of a 4,800 SF garage and other site associated improvements.

 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.

 Southcentral Regional Office

 Applicant: PennDOT Engineering District 8-0

 Applicant Address: 2140 Herr Street, Harrisburg, PA 17103

 Application Number: PAD670029

 Application Type: Renewal

 Municipality/County: Franklin and Carroll Townships, Huntington and Latimore Townships, York County and Adams County

 Project Site Name: SR 0015, Section 034

 Total Earth Disturbance Area (acres): 11.8 acres

 Surface Waters Receiving Stormwater Discharges: Gardner Run (WWF), UNT to Latimore Creek (CWF), UNT to N. Branch Bermudian Creek (WWF), Wetlands (EV)

 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: US-15 Resurface, Golf Course Road/Range End Road to York/Adams County 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: 334 Hospitality, LLC

 Applicant Address: P.O. Box 20316, York, PA 17402

 Application Number: PAD670073

 Application Type: New

 Municipality/County: Springettsbury and York Townships, York County

 Project Site Name: 2841 East Prospect Road

 Total Earth Disturbance Area (acres): 7.44 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Mill 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: Construction of a convenience store with gas station, fast food restaurant, residential apartment building with associated parking and access drives.

 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: Westgate Development, LLC

 Applicant Address: 10 Hidden Meadow Drive, Mechanicsburg, PA 17050

 Application Number: PAD210023

 Application Type: Renewal

 Municipality/County: South Middleton Township, Cumberland County

 Project Site Name: Westgate Development (Phases 5-6-7)

 Total Earth Disturbance Area (acres): 17.62 acres

 Surface Waters Receiving Stormwater Discharges: Yellow Breeches 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: Phases 5, 6, 7 of Westgate Development.

 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: Lake Ariel Hwy Solar LLC

 Applicant Address: 23 Snyder Hill Rd., Lititz, PA 17543-8934

 Application Number: PA640004D

 Application Type: New

 Municipality/County: Salem Township, Wayne County

 Project Site Name: Lake Ariel Highway Solar Project

 Total Earth Disturbance Area (acres): 17.7 acres

 Surface Waters Receiving Stormwater Discharges: Moss Hollow Creek (HQ-CWF, 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: The project involves the construction of a 4.4 MW AC ground-mounted solar energy production facility in Salem Township, Wayne County, PA. Additional site improvements include site access drives, equipment pads and associated stormwater management facilities.

 Special Conditions: Potential Impacts to EV Wetlands. 1. The permittee shall monitor water table elevations daily at each monitoring well identified in the approved PCSM Plan for EV wetlands for a minimum of five years. Reports providing water table elevations shall be submitted to DEP every six months, beginning in (October of the 2nd year of coverage). These reports shall be submitted by October 31st and April 30th each year. All monitoring wells should confirm the presence of a water table no deeper than 12-inches below the ground surface for a period of at least 14 consecutive days during the growing season (April 1—October 1 annually) at a minimum frequency of 3 of the 5 monitoring years, unless a longer timeframe for monitoring is extended by DEP in writing. If a water table is not observed at the previously stated depth and/or for a duration of at least 14 consecutive days in 3 of 5 monitoring years (or in accordance with an alternate monitoring timeframe approved by DEP in writing), the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates otherwise and DEP concurs that the project did not adversely impact the wetland. 2. The permittee shall provide DEP with a running comparison of monitoring data for pre-construction and post-construction monitoring every six months, beginning in (October of the 3rd year after the date of coverage). These monitoring data reports shall be submitted by October 31st and April 30th each year. If the ground water table elevation is found to be lower in post-construction monitoring for the same time period, the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates the cause is unrelated to the project and DEP concurs that the project did not adversely impact the wetland. 3. The permittee shall delineate the boundaries of the EV wetlands in the years (5 years from date of coverage) and (7 years from the date of coverage) using the Army Corps of Engineers' 1987 Wetland Delineation Manual and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). These wetland delineations shall be submitted to DEP on or before April 30th in the 5th year of permit coverage and on or before the permit expiration or termination date of this permit or the 7th year of permit coverage whichever is sooner, unless an alternate timeframe for submission of these delineations is approved by DEP in writing. Boundaries shall be surveyed and compared to the boundaries outlined on the approved plans. The data shall be submitted to DEP on or before April 30th of each year, beginning in (October of the 3rd year after the date of coverage). If a reduction in size of the wetland of greater than 0.05 acre is observed, the wetland will be considered adversely impacted by the project, unless a clear and unrelated cause of the reduction in size is demonstrated and DEP concurs that the project did not adversely impact the wetland. 4. The permittee shall provide reports identifying plant species in the EV wetlands during the growing season once a year for five years beginning in (April of the 3rd year after the date of coverage). Any observed reduction in the number of different species having a wetland indicator status of (identify indicator status appropriate for the wetland in question) shall be clearly identified in the report. If a reduction is observed, the wetland will be considered adversely impacted by the project unless another clear cause of the reduction in diversity is identified and DEP concurs that the project did not adversely impact the wetland. 5. The permittee shall inspect monitoring wells, including water level loggers, at least monthly to ensure that they are not damaged and are functioning properly. If a damaged or malfunctioning well is identified, DEP shall be contacted immediately in writing, and the well shall be restored to its design specifications within two weeks, unless weather conditions do not permit and/or is otherwise extended in writing by DEP. 6. In the event that the water table falls below the bottom of a monitoring well and the water level logger in that well becomes inoperable, the well shall be inspected at a minimum of once every two weeks and the data logger shall be re-installed once the water table is again observed in the well. 7. DEP may require the monitoring period to be extended to confirm or disprove potential adverse impacts to EV wetlands. DEP will review the monitoring information submitted by the permittee and if DEP determines that the EV wetlands have been adversely impacted, the permittee shall submit to DEP for review and approval a narrative identifying the cause(s) of the impact and plans to correct it within 3 months after DEP has determined that the wetlands have been adversely impacted. If the cause(s) cannot be identified or if correction of the impact is deemed infeasible, the permittee shall submit to DEP for review and approval plans and a schedule to create (identify required mitigation area) acres of (identify the wetland mitigation required) wetlands in or along the floodplain of (identify the receiving stream) or one of its tributaries within 6 months of DEP's determination of an adverse impact, unless an alternate location for wetland creation is approved and/or this deadline is extended in writing by DEP. Construction of the replacement wetlands shall begin no later than one year after DEP's determination of an adverse impact, unless an alternate deadline is established in writing by DEP.

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

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