NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 7369]
[Saturday, November 9, 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
PAD480145	Chapter 102 Individual NPDES Permit	Transfer	Blue Slate Real Estate 842 New Galena Road Doylestown, PA 18901-5520	Plainfield Township Northampton County	NERO
0913803	Joint DEP/PFBC Pesticides Permit	Renewal	Schadt Mark 2257 Pleasant Hollow Road Coopersburg, PA 18036-9658	Springfield Township Bucks County	SERO
0608403	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Sinking Spring Borough Berks County 3940 Penn Avenue Sinking Spring, PA 19608-1168	Spring Township Berks County	SCRO
3705401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Ellport Borough Sewer Authority Lawrence County 313 Burns Avenue Ellwood City, PA 16117-3910	Ellport Borough Lawrence County	NWRO
4803407	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Portland Borough Northampton County 206 Division Street P.O. Box 476 Portland, PA 18351-0476	Portland Borough Northampton County	NERO
NOEXSE370	No Exposure Certification	New	Samtec 690 Enterprise Drive Royersford, PA 19468-1290	Limerick Township Montgomery County	SERO
NOEXSW028	No Exposure Certification	Renewal	Tech Met Properties LLC 79 E 8th Street Donora, PA 15033-3318	Donora Borough Washington County	SWRO
PAG030090	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	HSI Recycling LLC 2320 Big Oak Road Langhorne, PA 19047-1910	Middletown Township Bucks County	SERO
PAG034094	PAG-03 NPDES General Permit for Industrial Stormwater	New	Stevens Feed Mill Inc. P.O. Box 7 Stevens, PA 17578-0007	East Cocalico Township Lancaster County	SCRO
PAG034095	PAG-03 NPDES General Permit for Industrial Stormwater	New	Riverside Compost LLC P.O. Box 159 Oxford, PA 19363-0159	Little Britain Township Lancaster County	SCRO
PAG035053	PAG-03 NPDES General Permit for Industrial Stormwater	New	K&R Operations LLC 351 Industrial Parkway Muncy, PA 17756-6657	Muncy Borough Lycoming County	NCRO
PAG038616	PAG-03 NPDES General Permit for Industrial Stormwater	New	Lindy Paving Inc. 1807 Shenango Road New Galilee, PA 16141-2241	Hermitage City Mercer County	NWRO
PA0284823	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Amendment	Stollar James A Jr 362 Armstrong Drive Washington, PA 15301-7725	Canton Township Washington County	SWRO
PAG041431	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Barbara & Jeffrey Lojek 25645 N Mosiertown Road Edinboro, PA 16412-4149	Hayfield Township Crawford County	NWRO
PAG041432	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Hall Dale 1242 Nebraska Road Tionesta, PA 16353	Green Township Forest County	NWRO
PAG041433	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Munterich James 2639 Mercer Pike Cochranton, PA 16314-4007	Greenwood Township Crawford County	NWRO
PAG041434	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Kelly & Ronald Glas 11161 Phillipsville Colt Station Road Wattsburg, PA 16442-1611	Venango Township Erie County	NWRO
PAG045306	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Brank Patience M 48 Lee Run Road Mahaffey, PA 15757-9400	Greenwood Township Clearfield County	NCRO
PAG046332	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	PA DOT Engineering District 11 0 45 Thoms Run Road Bridgeville, PA 15017-2834	Sewickley Heights Borough Allegheny County	SWRO
PAG049183	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Jeremy & John Hensberger 5059 Meadowridge Lane Gibsonia, PA 15044-8235	Mineral Township Venango County	NWRO
PAG136167	PAG-13 NPDES General Permit for MS4s	Renewal	Hunker Borough Westmoreland County P.O. Box 350 Hunker, PA 15639-0350	Hunker Borough Westmoreland County	SWRO
PAG136399	PAG-13 NPDES General Permit for MS4s	Renewal	Hyde Park Borough Westmoreland County P.O. Box 222 Hyde Park, PA 15641	Hyde Park Borough Westmoreland County	SWRO
3007256	Pump Stations Individual WQM Permit	Transfer	Hermitage Municipal Authority Mercer County 800 North Hermitage Road Hermitage, PA 16148	Hermitage City Mercer County	NWRO

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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

 PA0209317, Sewage, SIC Code 8059, Eagle Ridge Personal Care Home LLC, 2997 Renovo Road, Mill Hall, PA 17751-8537. Facility Name: Eagle Ridge Personal Care Home. This existing facility is located in Colebrook Township, Clinton 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), Tangascootack Creek, is located in State Water Plan watershed 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 0.005 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	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	Report SEMI AVG	XXX	Report
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Other Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0060887, Sewage, SIC Code 5812, Independence Drive Assoc LP, P.O. Box 392, Milford, PA 18337-0392. Facility Name: Mugg's Country Kitchen-Lakeview True Value Hardware. This existing facility is located in Palmyra Township, Pike 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), Decker Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-B 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 .007 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Limits.

	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
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	0.33	XXX	1.08
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	17.0	XXX	34
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6

 The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	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:

 • TRC Minimization

 • 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

 PA0063096, Sewage, SIC Code 4952, Schuylkill County Municipal Authority, P.O. Box 960, Pottsville, PA 17901-0960. Facility Name: SCMA Seiders Hill WWTP. This existing facility is located in North Manheim Township, Schuylkill 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 Schuylkill River (CWF), is located in State Water Plan watershed 3-A 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 .090 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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	XXX	1.63
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	XXX	XXX	25.0	50.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
BOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	Report	XXX	XXX	30.0	60.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
Total Suspended Solids Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	Report	XXX	XXX	25.0	50.0	50.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .090 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N (lbs/year)	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Nitrogen (lbs/year)	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Kjeldahl Nitrogen (lbs/year)	Report Annl Avg	XXX	XXX	Report Annl Avg	Report	XXX
Total Phosphorus (lbs/year)	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; Chlorine minimization; WQM permit (construction of additional treatment trains); Chapter 94 reporting (as-built organic design capacity); 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

 PA0063525, Sewage, SIC Code 8211, Pocono Mountain School District, P.O. Box 200, Swiftwater, PA 18370-0200. Facility Name: Clear Run WWTP. This existing facility is located in Coolbaugh Township, Monroe 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), Clear Run (HQ-CWF), is located in State Water Plan watershed 2-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.027 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
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	XXX	XXX	1.45
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	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9.0
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3.0
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	2.0
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

 • 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.

 Southcentral Regional Office

 PA0023540, Sewage, SIC Code 4952, Berks Montgomery Municipal Authority, 136 Municipal Drive, Gilbertsville, PA 19525-9463. Facility Name: Berks Montgomery Morysville STP. This existing facility is located in Colebrookdale Township, Berks 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), Ironstone Creek (CWF (existing use)), is located in State Water Plan watershed 3-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.32 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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	66.7	106.7	XXX	25.0	40.0	50.0
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	80.1	120.1	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	2,000.0 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200.0 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	20.0	XXX	XXX	7.5	XXX	15.0
May 1 - Oct 31	6.67	XXX	XXX	2.5	XXX	5.0
Copper, Total	0.035	XXX	XXX	0.013	0.02	0.026
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	1,000.0 Avg Qrtly	XXX	2,500
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	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

 PA0040541, Sewage, SIC Code 8211, Boyertown Area School District, 911 Montgomery Avenue, Boyertown, PA 19512-9699. Facility Name: Earl Township Elementary School. This existing facility is located in Earl Township, Berks 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 Oysterville Creek (CWF), is located in State Water Plan watershed 3-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 .0055 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	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0055 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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	20.0	XXX	40.0

 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.

 Southcentral Regional Office

 PA0041505, Sewage, SIC Code 6515, Berks Properties Inc., 3613 Seisholtzville Road, Hereford, PA 18056-1542. Facility Name: Hereford Estates MHP. This existing facility is located in Hereford Township, Berks 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), Perkiomen Creek (TSF), is located in State Water Plan watershed 3-E and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .125 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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	31.3	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000.0	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200.0	XXX	1,000.0
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	14.0	XXX	28
Total Phosphorus	0.52	XXX	XXX	0.5	XXX	1

 The proposed effluent limits for Outfall 001 are based on a design flow of .125 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	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 not in effect.

 Southcentral Regional Office

 PA0232475, Concentrated Animal Feeding Operation (CAFO), Andrew A. Reiff (West Buffalo Township Swine Finishing Operation), 8245 Buffalo Road, Mifflinburg, PA 17844-7856.

 Andrew A. Reiff has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as West Buffalo Township Swine Finishing Operation, located in West Buffalo Township, Union County.

 The CAFO is situated near Rapid Run (HQ-CWF, MF) in Watershed 10-C, which is classified for High Quality-Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 750.77 animal equivalent units (AEUs) consisting of 4,800 Swine grow finish: 10—28 wk. Liquid swine manure is stored onsite in a concrete underbarn storage with dimensions 501` x 81` x 5` and a usable capacity of 1,330,023 gallons at the minimum required freeboard of 6 inches. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 Southcentral Regional Office

 PA0260274, Concentrated Animal Feeding Operation (CAFO), Hillside Poultry Farm Inc. (Hillside Poultry Farm CAFO), 1849 Letterkenny Road, Chambersburg, PA 17201-8733.

 Hillside Poultry Farm Inc. has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Hillside Poultry Farm CAFO, located in Greene Township, Franklin County.

 The CAFO is situated near Unnamed Tributary of Conococheague Creek (CWF, MF) in Watershed 13-C, which is classified for Cold Water Fishes and Migratory Fishes. The CAFO is designed to maintain an animal population of approximately 1,469.72 animal equivalent units (AEUs) consisting of 10 dairy calves, 691,182 layers, and 170,000 pullets. Manure is kept in stacking pads located at each building. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 Southeast Regional Office

 PA0050750, Sewage, SIC Code 4952, Umh Properties Inc., 150 Clay Street St, Suite 450, Morgantown, WV 26501. Facility Name: Oxford Village MHP. This existing facility is located in Penn Township, Chester County.

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

 The receiving stream(s), East Branch Big Elk Creek (HQ-TSF, MF), is located in State Water Plan watershed 7-K and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .047 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	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 .047 MGD.—Limits.

	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
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	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	20	XXX	40

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

 • No Stormwater

 • Acquire Necessary Property Rights

 • Sludge Disposal Requirement

 • Abandon STP When Municipal Sewers Available

 • Total Residual Chlorine Requirement

 • Notification of Designation Operator

 • 2/Month Sampling

 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

 PA0056294, Sewage, SIC Code 7997, Shree Hari Golf LLC, 1921 Ludwig Road, Gilbertsville, PA 19525-9438. Facility Name: Shree Hari Golf LLC. This existing facility is located in New Hanover Township, Montgomery 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), Swamp Creek (TSF, MF), is located in State Water Plan watershed 3-E 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 .0015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPD)	Report	XXX	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	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	20	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0

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

 A. Submit AMR

 B. Submit DMR

 C. Depth of Septage

 D. Solids Removal Requirements

 E. TRC Requirements

 F. No Stormwater

 G. Obtain Necessary Property Rights

 H. Proper Sludge Disposal

 I. Connect to Public Sewers if Required

 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

 PA0056847, Sewage, SIC Code 4952, East Rockhill Township, 1622 Ridge Road, Perkasie, PA 18944. Facility Name: East Rockhill Township WWTP. 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 sewage.

 The receiving stream(s), East Branch Perkiomen Creek (TSF, MF), is located in State Water Plan watershed 3-E 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 0.113 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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	24	38	XXX	25	40	50
May 1 - Oct 31	19	28	XXX	20	30	40
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	28	42	XXX	30	45	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	14.1	XXX	XXX	15	XXX	30
May 1 - Oct 31	9.4	XXX	XXX	10	XXX	20
Total Phosphorus	1.9	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.113 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Total Dissolved Solids	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • No stormwater from pavements, area ways, roofs shall be admitted to sanitary sewers

 • Proper disposal of collected screenings, slurries, sludges, and other solids

 • Permittee shall optimize chlorine dosages to minimize TRC in effluent

 • Permittee shall notify DEP of Operator in responsible charge

 • Permittee shall develop and maintain Operations and Maintenance (O&M) Plan

 • 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

 PA0244350, Sewage, SIC Code 4952, James Alpha, 1650 Fels Road, Pennsburg, PA 18073-2423. Facility Name: Alpha SRSTP. This proposed facility is located in Milford Township, Bucks 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), Hazelbach Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 • AMR

 • DMR

 • Depth of sewage

 • Pump tanks

 • Chlorine minimization

 • No stormwater

 • Property rights

 • Solid waste management

 • Municipal facilities

 • UV disinfection

 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

 PAI130094, MS4, London Britain Township, Chester County, P.O. Box 215, Kemblesville, PA 19347-0215.

 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 London Britain Township, Chester County. The receiving stream(s), West Branch White Clay Creek (TSF, MF), Unnamed Tributary to White Clay Creek (TSF, MF), and White Clay Creek (CWF, MF), is located in State Water Plan watershed 3-I and is classified for Trout Stocking, Migratory Fishes, and Cold Water 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 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

 PA0245691, Storm Water, SIC Code 3273, Cosan, LLC, Antonio DiNardo, Mossi Construction Inc., Bella Trucking Corp., Sandra Affatato-DiNardo, 4465 Castor Avenue, Philadelphia, PA 19124-3849. Facility Name: Metro Ready Mix & Supply Castor Ave Plant. This proposed facility is located in Philadelphia City, Philadelphia County.

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

 The receiving stream(s), Frankford Creek (WWF, MF), is located in State Water Plan watershed 3-J 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 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	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

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

 • Stormwater outfalls and authorized non-stormwater discharges

 • BMPs

 • Routine inspection

 • PPC plan

 • Stormwater monitoring requirements

 • Other requirements including no discharge of PCBs

 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.

 Southwest Regional Office

 PA0096121, Sewage, SIC Code 8211, McGuffey School District, 90 McGuffey Drive, Claysville, PA 15323-2304. Facility Name: Joe Walker Elementary School. This existing facility is located in South Franklin Township, Washington 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), UNT to Chartiers Creek (WWF), is located in State Water Plan watershed 20-F 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 0.0045 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	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0045 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0045 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.0045	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	0.1	XXX	0.3
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	25.0	XXX	50.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	8.8	XXX	17.6
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0

 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.

 Southwest Regional Office

 PA0098558, Sewage, SIC Code 7033, Fox Den Acres Enterprises, Inc., 390 Wilson Fox Road, New Stanton, PA 15672-2439. Facility Name: Fox Den Acres Campground STP. This existing facility is located in Hempfield Township, Westmoreland 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 Sewickley Creek (WWF), is located in State Water Plan watershed 19-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 0.0183 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)  Jan 1 - Apr 30	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)  Jan 1 - Apr 30	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen  Jan 1 - Apr 30	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Jan 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids  Jan 1 - Apr 30	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Jan 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)  Jan 1 - Apr 30	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen  Jan 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Jan 1 - Apr 30	XXX	XXX	XXX	7.0	XXX	14.0
Total Phosphorus  Jan 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0183 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)  Jan 1 - Apr 30	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)  Jan 1 - Apr 30	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen  Jan 1 - Apr 30	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Jan 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids  Jan 1 - Apr 30	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Jan 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)  Jan 1 - Apr 30	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen  Jan 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Jan 1 - Apr 30	XXX	XXX	XXX	7.0	14.0 Daily Max	XXX
Total Phosphorus  Jan 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total  Jan 1 - Apr 30	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0254401, Sewage, SIC Code 4952, Ligonier Township Municipal Authority, One Municipal Park Drive, Ligonier, PA 15658. Facility Name: Darlington STP. This existing facility is located in Ligonier Township, Westmoreland 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), Loyalhanna Creek (TSF), is located in State Water Plan watershed 18-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .156 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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
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 .156 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous 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	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	32.1	48.2	XXX	25	37.5	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids	38.6	57.8	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	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 intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	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

 PA0285374, Sewage, SIC Code 8800, Matthew & Beth Mastorovich, 154 Silvis Road, Export, PA 15632-1174. Facility Name: 154 Silvis Road SRSTP. This proposed facility is located in Washington Township, Westmoreland 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 Thorn Run (HQ-CWF), is located in State Water Plan watershed 18-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
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
Ammonia-Nitrogen	XXX	XXX	XXX	5.0	XXX	10.0

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

 • AMR submission

 • Septage pumping from treatment units

 • Optimization of chlorine dosage

 • UV contact surface cleaning requirements

 • Ammonia-Nitrogen seasonal sampling for alternate years

 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

 PA0001562, Industrial, SIC Code 6519, Mon River Industrial Group, LLC, P.O. Box 249, Allenport, PA 15412-0249. Facility Name: Allenport Plant. This existing facility is located in Allenport Borough, Washington 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), Monongahela River (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 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	7.0

 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	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	7.0

 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	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	7.0

 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	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	7.0

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	7.0

 The proposed effluent limits for Outfall 007 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
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 010 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
	All materials (solids and other debris) collected on the water intake screens shall be collected and disposed of in a manner to prevent said material from reentering the surface waters.

 The proposed effluent limits for Outfall 202 are based on a design flow of 0.015 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	7.0
Lead, Total (ug/L)	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	XXX	Report	XXX
Naphthalene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX
Tetrachloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0216038, Industrial, SIC Code 4499, Keystone Land Resources, Inc., 1200 Maronda Way, Monessen, PA 15062-1071. Facility Name: Alicia Dock. This existing facility is located in Luzerne Township, Fayette 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, Monongahela River (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 .00625 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	XXX
Iron, Total	XXX	XXX	XXX	3.0	6.0	XXX
Manganese, Total	XXX	XXX	XXX	2.0	4.0	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .075 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	XXX
Iron, Total	XXX	XXX	XXX	3.0	6.0	XXX
Manganese, Total	XXX	XXX	XXX	2.0	4.0	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .0245 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35.0	70.0	XXX
Iron, Total	XXX	XXX	XXX	3.0	6.0	XXX
Manganese, Total	XXX	XXX	XXX	2.0	4.0	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0217689, Industrial, SIC Code 4941, West View Water Authority, Allegheny County, 2428 Rochester Road, Sewickley, PA 15143-8667. Facility Name: Joseph A Berkley WTP. This existing facility is located in Neville Township, Allegheny 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, Ohio River (WWF), is located in State Water Plan watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.008 MGD.—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
Total Residual Chlorine	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1.008 MGD.—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
Total Residual Chlorine	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 1008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 1.008 MGD.—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
Total Residual Chlorine	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of .016 MGD.—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
Total Residual Chlorine	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	0.012	0.019	XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of .016 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 012 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 013 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • WQBELs Below Quantitation Limits

 • Chemical Additives

 • Sedimentation Basin Cleaning

 • Emergency Overflows

 • PFAS Reduction Plan

 • Requirements Applicable to Stormwater Outfalls

 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

 PA0285366, Industrial, SIC Code 3273, US Army Corps of Engineering Pittsburgh District, 100 Montgomery Dam Road, Monaca, PA 15061-2221. Facility Name: Montgomery Locks & Dam. This proposed facility is located in Potter Township, Beaver County.

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

 The receiving stream(s), Squirrel Run (WWF) and Ohio River (WWF), is located in State Water Plan watershed 20-D and 20-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.43 MGD.—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
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	50.0
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	100.0	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	100.0	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.

---

 Northeast Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517-9039

 Application Number: PAD350054

 Application Type: New

 Municipality/County: City of Scranton, Lackawanna County

 Project Site Name: UGI Scranton Bridge Street Former MGP/Boomerang Park

 Total Earth Disturbance Area (acres): 6.5 acres

 Surface Waters Receiving Stormwater Discharges: Lackawanna River (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: UGI proposes to perform in-situ stabilization (ISS) of impacted soils along the on-site streambank in accordance with the PADEP-approved Cleanup Plan. A site restoration best management practice (BMP) will be implemented following the remediation phase. Upon the completion of the remedial phase, the Lackawanna County Department of Planning and Economic Development will begin a multi-phase project to develop the Site into a park.

 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: PPL Electric Utilities Corporation

 Applicant Address: 1639 Church Rd, Allentown, PA 18104

 Application Number: PAD360110 A-3

 Application Type: Major Amendment

 Municipality/County: East Donegal Township, Mount Joy Township, West Donegal Township, Elizabethtown Borough, Derry Township, Londonderry Township, and Conewago Township, Lancaster County and Dauphin County.

 Project Site Name: WHEM-HUMM Rebuild Project

 Total Earth Disturbance Area (acres): 96.3 acres

 Surface Waters Receiving Stormwater Discharges: Susquehanna River (WWF, MF), tributaries to Susquehanna River (WWF, MF), Donegal Creek (TSF, MF), tributaries to Donegal Creek (CWF, MF), Conoy Creek (TSF, MF), tributaries to Conoy Creek (TSF, MF), tributaries to Iron Run (WWF, MF), Iron Run (WWF, MF), tributaries to Brills Run (TSF, MF), Brills Run (TSF, MF), tributaries to Conewago Creek (TSF, MF), Conewago Creek (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: Major Amendment 3: PPL is proposing to rebuild part of the existing West Hempfield-Hummelstown Transmission line. The project activities include approximately a 7.6-mile section of fiber installation, installation of new monopoles, and other associated components that extends between the East Elizabethtown Substation in Lancaster County and a tap located near the Hummelstown Substation in Dauphin County. All earth disturbance activities will be restored to existing conditions.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: City of Philadelphia, Department of Aviation (DOA)

 Applicant Address: 2 International Plaza, Suite 200, Philadelphia, PA 19113

 Application Number: PAD230012 A-25

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia and Tinicum Township, Philadelphia County and Delaware County.

 Project Site Name: Taxiway E Rehabilitation

 Total Earth Disturbance Area (acres): 0.60 acre

 Surface Waters Receiving Stormwater Discharges: Schuylkill River (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: Taxiway asphalt mill and overlay rehabilitation, centerline lighting replacement, taxiway shoulder pavement removal. All work will be completed within the existing footprint. No new impervious will added.

 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: Muhlenberg College, c/o Richard Waligora

 Applicant Address: 2400 Chew Street, Allentown, PA 18104-5586

 Application Number: PAD390247 A-1

 Application Type: Major Amendment

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: Muhlenberg College Synthetic Turf Fields Major Amendment (Muhlenberg College Softball Field)

 Total Earth Disturbance Area (acres): 4.99 acres

 Surface Waters Receiving Stormwater Discharges: Tributary to Little Lehigh Creek (aka Cedar 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 proposed project will involve the construction of a softball field and track and field throwing sectors for collegiate athletic use.

 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: Waymart Borough

 Applicant Address: P.O. Box 280, South Street, Waymart, PA 18472

 Application Number: PAD640016

 Application Type: Renewal

 Municipality/County: Waymart Borough, Canaan Township, Wayne County

 Project Site Name: Waymart Sports Complex (Renewal)

 Total Earth Disturbance Area (acres): 2.54 acres

 Surface Waters Receiving Stormwater Discharges: Van Auken 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: Renewal for the renovation and reconfiguration of a portion of the Waymart Borough's Sports Complex.

 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: Posh Properties No. 46 Hanson, LLC

 Applicant Address: 2216 Willow Park Rd., Bethlehem, PA 18020

 Application Number: PAD480169 A-1

 Application Type: Major Amendment and Renewal

 Municipality/County: Forks Township, Northampton County

 Project Site Name: Posh Forks

 Total Earth Disturbance Area (acres): 6.35 acres

 Surface Waters Receiving Stormwater Discharges: 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: To develop an existing parcel which contains a vacant corporate office building with multiple new buildings for commercial development. The project also includes the installation of driveways, utilities, landscaping 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.

 Southwest Regional Office

 Applicant: Kilkeary's Auto Body Inc.

 Applicant Address: 647 Thomas Road, Eighty Four, PA 15330

 Application Number: PAD630081

 Application Type: New

 Municipality/County: North Strabane Township, Washington County

 Project Site Name: Kilkeary Auto Body

 Total Earth Disturbance Area (acres): 2.42 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Chartiers Creek (HQ-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: This is a new application for the construction of additional parking and a storage building for the Kilkeary Auto Body shop located on-site. The project will also involve rehabilitation of the slope, to ensure slope stability, below the proposed building and parking area. The proposed stormwater management BMPs include an infiltration basin and subsurface infiltration bed. Discharge from the BMPs will be routed to a level spreader which will return the stormwater to sheet flow prior to leaving the site.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Crossroads XOXO, LLC

 Applicant Address: 1265 Miller Road, Wind Gap, PA 18091-9765

 Application Number: PAD400084

 Application Type: New

 Municipality/County: Sugarloaf Township, West Hazleton Borough, Luzerne County

 Project Site Name: Crossroads XOXO, LLC Buildings 1 and 3

 Total Earth Disturbance Area (acres): 103.35 acres

 Surface Waters Receiving Stormwater Discharges: 1. Black 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 development will consist of two (2) warehouse buildings with associated parking, truck parking, landscaping, utilities, 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.

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