NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 7475]
[Saturday, November 16, 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
4324818	Joint DEP/PFBC Pesticides Permit	New	Dru Duffy 298 Latonka Drive Mercer, PA 16137-9363	Jackson Township Mercer County	NWRO
4324819	Joint DEP/PFBC Pesticides Permit	New	Dru Duffy 298 Latonka Drive Mercer, PA 16137-9363	Lake Township Mercer County	NWRO
5814801	Joint DEP/PFBC Pesticides Permit	Amendment	Crescent Lake Assoc 3132 SR 267 Meshoppen, PA 18630	Auburn Township Susquehanna County	NERO
1509411	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Bucks County Water & Sewer Authority 1275 Almshouse Road Warrington, PA 18976-1209	West Vincent Township Chester County	SERO
PA0057690	Minor Industrial Waste Facility without ELG Individual NPDES Permit	Amendment Minor	Hanwha Philly Shipyard Inc. 2100 Kitty Hawk Avenue Philadelphia, PA 19112-1808	Philadelphia City Philadelphia County	SERO
NOEXSE039	No Exposure Certification	Renewal	Lavazza North America Inc. 1301 Wilson Drive West Chester, PA 19380-5954	East Goshen Township Chester County	SERO
NOEXSW240	No Exposure Certification	Renewal	Sensia LLC 1000 McClaren Woods Drive Coraopolis, PA 15108-7766	Findlay Township Allegheny County	SWRO
PAG041439	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Corinne & Jordan Briggs 2338 Priest Hollow Road Russell, PA 16345-5404	Pine Grove Township Warren County	NWRO
PAG042245	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Rathbun Linda 4261 Clover Hollow Road Slatington, PA 18080-3740	Washington Township Lehigh County	NERO
PAG134833	PAG-13 NPDES General Permit for MS4s	Renewal	Valley Township Montour County 29 Indian Run Road Danville, PA 17821-9566	Valley Township Montour County	NCRO
1017401	Pump Stations Individual WQM Permit	Amendment	Breakneck Creek Region Authority 1166 Mars Evans City Road Mars, PA 16046-2216	Adams Township Butler County	NWRO
0624205	Sewer Extensions Individual WQM Permit	Amendment	Wyomissing Borough Berks County 22 Reading Boulevard Wyomissing, PA 19610-2038	Wyomissing Borough Berks County	SCRO
1524410	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Cannon Martin L & Elizabeth H 4 Brook Lane Paolie, PA 19301	Willistown Township Chester County	SERO
2024401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Potosky Mike 13003 Wolf Road Guys Mills, PA 16327-4334	Townville Borough Crawford County	NWRO
WQG016132	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	PA DOT Eng Dist 11-0 45 Thoms Run Road Bridgeville, PA 15017-2834	Sewickley Heights Borough Allegheny County	SWRO
WQG01042402	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Boyde Jack W 904 Pine Run Road Freedom, PA 15042-2152	Rochester Township Beaver County	SWRO
WQG01652405	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Tiger Edward 311 Dug Hill Road Mount Pleasant, PA 15666-2394	Mount Pleasant Township Westmoreland County	SWRO

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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

 PA0033740, Sewage, SIC Code 5271, SPG, Inc., dba Whispering Hollow South, 139 Country Club Road, Northampton, PA 18067-3028. Facility Name: Whispering Hollow South MHP WWTF. This existing facility is located in Allen 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), Unnamed Tributary to Hokendauqua Creek (CWF, MF), is located in State Water Plan watershed 2-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 0.02 MGD—Interim Limits.

 (From Permit Effective Date to Three Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	3.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.25	XXX	0.84
Ammonia-Nitrogen	Report	XXX	XXX	20.0	Report Daily Max	40.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD—Final Limits.

 (From Three Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.18	XXX	0.60
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	13.1	XXX	26.3
May 1 - Oct 31	Report	XXX	XXX	4.38	XXX	8.76

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD.

	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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	XXX	XXX	25.0	Report	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	Report	XXX	XXX	30.0	Report	60.0
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
Total Nitrogen	Report	XXX	XXX	Report	Report	XXX
Nitrate as N	Report	XXX	XXX	Report	Report	XXX
Nitrite an N	Report	XXX	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	Report	XXX
Total Phosphorus	Report	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	Report	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 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.

 Northeast Regional Office

 PA0052591, Sewage, SIC Code 6515, Becker Carl D, dba Walnutport MHP, 901 S Best Avenue, Walnutport, PA 18088-9121. Facility Name: Walnutport MHP Sewage Treatment Plant (STP). This existing facility is located in Lehigh Township, Northampton County.

 Description of Existing Activity: The application is for a renewal and transfer of an NPDES permit for an existing discharge of treated sewage. The WQM Permit No. 4885410-T1 will also be transferred with the Final NPDES permit action.

 The receiving stream(s), Bertsch Creek (CWF), is located in State Water Plan watershed 2-C 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 .050 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	1.20	XXX	2.80

 The proposed effluent limits for Outfall 001 are based on a design flow of .05 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.94	XXX	2.80

 The proposed effluent limits for Outfall 001 are based on a design flow of .050 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .050 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

 The proposed effluent limits for Outfall 001 are based on a design flow of .050 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	3.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	XXX	XXX	25.0	50.0	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	Report	XXX	XXX	30.0	60.0	60.0
Total Dissolved Solids	Report	XXX	XXX	1,000.0	2,000.0	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	Report	XXX	XXX	20.0	40.0	40.0
May 1 - Oct 31	Report	XXX	XXX	17.7	35.4	35.4

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

 • Stormwater prohibition; Necessary property rights; Residual management; Planning; Chlorine minimization; Solids management; and Requirements for total residual chlorine.

 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

 PA0060038, Sewage, SIC Code 8051, Julia Ribaudo Healthcare Group, LLC, dba Julia Ribaudo Extended Care Center, dba Saber Healthcare Group, 1401 Golf Park Drive, Lake Ariel, PA 18436-4231. Facility Name: Julia Ribaudo Extended Care Center STP. This existing facility is located in Lake 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 to Ariel 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 .0125 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 Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Total Nitrogen (lbs/year)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Total Kjeldahl Nitrogen	Report Inst Min	Report	XXX	Report Annl Avg	Report	XXX
MBAS	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0125 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	7.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	0.02
Carbonaceous Biochemical Oxygen Demand (CBOD5)	1.0	2.0	XXX	10.0	20.0	20.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
Total Suspended Solids	3.1	6.2	XXX	30.0	60.0	60.0
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 intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	0.9	1.8	XXX	5.01	10.02	10.02
May 1 - Oct 31	0.3	0.6	XXX	1.67	3.34	3.34
Total Phosphorus	0.05	0.10	XXX	0.50	1.00	1.00
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Iron, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
MBAS (ug/L)	Report	Report	XXX	Report	Report	XXX

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Planning; Chlorine minimization; Notification of responsible certified operator; O&M Plan; High flow management plan; Changes in effluent/stream; Tertiary filtration and chemical treatment flash mix tank units; WQM permit transfer and corporate information; Chapter 94 report; 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

 PA0061204, Sewage, SIC Code 4952, Aqua Pennsylvania Wastewater, Inc., 762 W. Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Lake Harmony WWTP. This existing facility is located in Kidder Township, Carbon 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, Shingle Mill Run (HQ-CWF, MF), is located in State Water Plan watershed 2-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 0.4 MGD.

 (From Permit Effective Date to 4 Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Copper, Total	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From 4 Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Copper, Total	0.04	XXX	XXX	0.012	XXX	0.018

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Maximum	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	7.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.09	XXX	0.20
Carbonaceous Biochemical Oxygen Demand (CBOD5)	33.4	XXX	XXX	10.0	XXX	20.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	60.0	XXX	XXX	18.0	XXX	36.0
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	20.0	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	6.6	XXX	XXX	2.0	XXX	4.0
Total Phosphorus	3.3	XXX	XXX	1.0	XXX	2.0
Zinc, Total	0.4	XXX	XXX	0.12	XXX	0.15

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	1,000 Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Lead, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 • 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

 PA0061590, Sewage, SIC Code 4939, 4952, Aqua Pennsylvania Wastewater, Inc., 762 W. Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Eagle Rock WWTP. This existing facility is located in North Union 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, Tomhicken Creek (CWF, MF), is located in State Water Plan watershed 5-E and is classified for Cold Water 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 0.35 MGD.

 (From Permit Effective Date to Date 0.98 MGD WWTP Upgrade is Complete)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.35	XXX	0.82
Carbonaceous Biochemical Oxygen Demand (CBOD5)	73	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	87	XXX	XXX	30.0	XXX	60.0
Ammonia-Nitrogen  Nov 1 - Apr 30	48	XXX	XXX	16.5	XXX	33.0
May 1 - Oct 31	16	XXX	XXX	5.5	XXX	11.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.98 MGD.

 (From Date 0.98 MGD WWTP Upgrade is Complete to Date 1.318 MGD WWTP Upgrade is Complete)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.13	XXX	0.43
Carbonaceous Biochemical Oxygen Demand (CBOD5)	204	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	245	XXX	XXX	30.0	XXX	60.0
Ammonia-Nitrogen  Nov 1 - Apr 30	85	XXX	XXX	10.5	XXX	21.0
May 1 - Oct 31	28	XXX	XXX	3.5	XXX	7.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.318 MGD.

 (From Date 1.318 MGD WWTP Upgrade is Complete to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.10	XXX	0.33
Carbonaceous Biochemical Oxygen Demand (CBOD5)	270	XXX	XXX	25.0	XXX	50
Total Suspended Solids	330	XXX	XXX	30.0	XXX	60
Ammonia-Nitrogen  Nov 1 - Apr 30	95	XXX	XXX	8.7	XXX	17.4
May 1 - Oct 31	31	XXX	XXX	2.9	XXX	5.8

 The proposed effluent limits for Outfall 001 are based on design flows of 0.35 MGD, 0.98 MGD, and 1.318 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	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	5.0	XXX	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
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
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)	Report Total Annual	XXX	XXX	XXX	XXX	XXX
Net Total Nitrogen (Total Load, lbs)	24,073 Total Annual	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)	Report Total Annual	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)	Report Total Annual	XXX	XXX	XXX	XXX	XXX
Net Total Phosphorus (Total Load, lbs)	3,210 Total Annual	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

 • Whole Effluent Toxicity (WET)

 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

 PA0062367, Sewage, SIC Code 8811, Lakeview Estates Homeowners Association, P.O. Box 687, Moscow, PA 18444-0687. Facility Name: Lakeview Estates Wastewater Treatment Plant (WWTP). This existing facility is located in Lehigh 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 Lehigh River (EV, MF), is located in State Water Plan watershed 2-A and is classified for Exceptional Value Waters 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 .054 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .054 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	Report Avg Qrtly	Report	XXX
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 .054 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	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	XXX	1.63
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	Report	XXX	25.0	50.0	50.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	Report	Report	XXX	30.0	60.0	60.0
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 intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	Report	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	Report	XXX	9.0	18.0	18.0
May 1 - Oct 31	Report	Report	XXX	3.0	6.0	6.0
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	Report	XXX	1.0	2.0	2.0

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Planning; Chlorine minimization; SBR batch discharges; Notification of responsible operator; Chapter 94 reporting; 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

 PA0063401, Sewage, SIC Code 4952, 6514, Monteforte Enterprises, Inc., 1491 Oliver Road, New Milford, PA 18834-7516. Facility Name: Monteforte Enterprises, Inc. Wastewater Treatment Facility. This existing facility is located in New Milford Township, Susquehanna 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 Nine Partners 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 0.06 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	0.43
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	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	3.9	XXX	7.8
May 1 - Oct 31	XXX	XXX	XXX	1.3	XXX	2.6
Nitrate as N	XXX	XXX	XXX	10.0	XXX	20.0
Nitrite an N	XXX	XXX	XXX	Report	XXX	XXX
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
Total Phosphorus	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.

 Northeast Regional Office

 PA0070491, Sewage, SIC Code 8052, Mahoning Valley Nursing and Rehabilitation Center, 397 Hemlock Drive, Lehighton, PA 18235-9712. Facility Name: Mahoning Valley Nursing & Rehabilitation Center WWTF. This existing facility is located in Mahoning Township, Carbon 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), Stewart Creek (EV (existing use)), is located in State Water Plan watershed 2-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 0.02 MGD—Interim Limits.

 (From Permit Effective Date to Three Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD—Final Limits.

 (From Three Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 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
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	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	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	16.4	XXX	32.8
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
Total Phosphorus	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.

 Northeast Regional Office

 PA0062138, Industrial, SIC Code 5169, Airgas Specialty Products, Inc., 2530 Sever Road, Suite 300, Lawrenceville, GA 30043. Facility Name: Airgas Specialty Products. This existing facility is located in Palmerton Borough, Carbon 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, Aquashicola Creek (TSF, MF), is located in State Water Plan watershed 2-B 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 0.0005 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
*pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
*Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
*Ammonia-Nitrogen	XXX	XXX	XXX	XXX	XXX	Report

 * Sampling required when site stormwater is pumped and discharged through this outfall.

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.002 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
*pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
*Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
*Ammonia-Nitrogen	XXX	XXX	XXX	XXX	XXX	Report

 * Sampling required when site stormwater is pumped and discharged through this outfall.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.025 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
*pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
*Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
*Ammonia-Nitrogen	XXX	XXX	XXX	XXX	XXX	Report

 * Sampling required when site stormwater is pumped and discharged through this outfall.

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

 • Chemical Additives

 • 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 570-826-5472.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0222976, Sewage, SIC Code 4952, 8800, Wayne Hindman, 100 Foxcroft Drive, Butler, PA 16001-3422. Facility Name: Wayne Hindman SRSTP. This existing facility is located at 9756 Route 36, Sigel, PA 15860 in Barnett Township, Jefferson 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), Cathers Run (HQ-CWF), is located in State Water Plan watershed 17-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 (GPD)	Report Annl Avg	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	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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0272582, Sewage, SIC Code 4952, 8800, Janelle V Kerner & Timothy S Hoderny, 8275 Williams Road, North East, PA 16428-4880. Facility Name: Janelle V Kerner & Timothy S Hoderny SRSTP. This existing facility is located in North East Township, Erie 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 of Twelvemile Creek (HQ-CWF, MF), is located in State Water Plan watershed 15-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
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 814-332-6078.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0009458, Industrial, SIC Code 3231, Pittsburgh Glass Works LLC, 4408 E Pleasant Valley Boulevard, Tyrone, PA 16686-7029. Facility Name: Pittsburgh Glass Works LLC. This existing facility is located in Antis Township, Blair County.

 Description of Existing Activity: The application is for an NPDES permit for an existing discharge of treated industrial wastewater.

 The receiving stream(s), Little Juniata River (TSF), is located in State Water Plan watershed 11-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .266 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	Report
Temperature (deg F) (°F)	XXX	XXX	XXX	110	Report Daily Max	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

 PA0294551, Storm Water, SIC Code 4213, XPO Inc., 2211 Old Earhart Road, Ann Arbor, MI 48105-2963. Facility Name: XPO Inc. BCA. This proposed facility is located in Middlesex Township, Cumberland County.

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

 The receiving stream(s), Unnamed Tributary to Letort Spring Run (HQ-CWF, MF), is located in State Water Plan watershed 7-B and is classified for High Quality-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:

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), Including Applicable BMPs from Appendix L from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 • Other Requirements

 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

 PA0013323, Industrial, SIC Code 3721, The Boeing Co., P.O. Box 16858, Philadelphia, PA 19142-0858. Facility Name: Boeing Helicopters Ridley Facility. This existing facility is located in Ridley Township, Delaware 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 streams, Delaware River (WWF, MF), Crum Creek (WWF), and Darby Creek (TSF, MF), are located in State Water Plan watershed 3-G and is classified for Trout Stocking, Migratory Fishes, and 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 0.087 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 001 are based on a design flow of 0.087 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
Free Available Chlorine	XXX	XXX	XXX	0.5	XXX	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Total Dissolved Solids	XXX	XXX	XXX	2,000.0	2,500.0	5,000
Oil and Grease	XXX	XXX	XXX	15	XXX	30

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.087 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Dry Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater.—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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Wet Weather Analysis (pg/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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	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
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of stormwater.—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
Oil and Grease	XXX	XXX	XXX	15	XXX	30

 The proposed effluent limits for Outfall 008 are based on an average flow of stormwater.—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
Oil and Grease	XXX	XXX	XXX	15	XXX	30

 The proposed effluent limits for Outfall 008 are based on an average flow of stormwater.—Limits.

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

 The proposed effluent limits for Outfall 012 are based on an average flow of stormwater.—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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater.—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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 025 are based on an average flow of stormwater.—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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.05 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) Industrial Influent	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Cadmium, Total	XXX	XXX	XXX	0.26	0.69	XXX
Chromium, Hexavalent	XXX	XXX	XXX	1.71	2.22	XXX
Copper, Total	XXX	XXX	XXX	2.07	3.38	XXX
Nickel, Total	XXX	XXX	XXX	2.38	3.98	XXX
Silver, Total	XXX	XXX	XXX	0.24	0.43	XXX
Zinc, Total	XXX	XXX	XXX	1.48	2.61	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.05 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 101 are based on a design flow of 0.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Toxic Organics	XXX	XXX	XXX	XXX	2.13	XXX

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Condition

 D. BAT/ELG Reopener

 E. TTO Definition

 F. TTO Monitoring

 G. Thermal Requirement

 H. Cooling Tower Maintenance Chemicals

 I. TMDL/WLA Data

 J. Non-Stormwater Discharges

 K. Monitoring Waiver Condition

 L. Chemical Additives Requirement

 M. Stormwater Requirement

 N. PCB PMP Requirement

 O. PFAS Reduction 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 not in effect.

 Southwest Regional Office

 PA0023701, Sewage, SIC Code 4952, Midland Borough Municipal Authority, Beaver County, 946 Railroad Avenue, Midland, PA 15059-1521. Facility Name: Midland STP. This existing facility is located in Midland Borough, Beaver 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), Ohio River (WWF), is located in State Water Plan watershed 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 001 are based on a design flow of 1.25 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	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	6.0 Min Mo Avg	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	261	417 Wkly Avg	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	313	469 Wkly Avg	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Nov 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	400
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ammonia-Nitrogen	261	XXX	XXX	25.0	XXX	50
Aluminum, Total	Report	XXX	XXX	Report	Report Daily Max	XXX
Copper, Total	Report	XXX	XXX	Report	Report Daily Max	XXX
Iron, Dissolved	Report	XXX	XXX	Report	Report Daily Max	XXX
Mercury, Total	Report	Report	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	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

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

 • Combined Sewers Overflow

 • WET Testing and Evaluation

 • Stormwater Outfalls Requirements

 • Fecal Coliform

 • New Part B condition related to PFAS (General Pretreatment Requirements)

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0001198, Industrial, SIC Code 2821, 2851, PPG Industries Inc., 125 Colfax Street, Springdale, PA 15144-1506. Facility Name: PPG Industries Inc. Springdale. This existing facility is located in Springdale Borough, 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(s), Allegheny River (WWF), is located in State Water Plan watershed 18-A 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 0.442 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	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 001 are based on a design flow of 0.442 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	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 0.145 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	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 0.145 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	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 0.137 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
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	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 005 are based on a design flow of 0.0 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.0 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	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

 PA0098612, Industrial, SIC Code 4911, Ebensburg Power Company, 2840 New Germany Road, Ebensburg, PA 15931-3505. Facility Name: Ebensburg Cogeneration Plant. This existing facility is located in Cambria Township, Cambria County.

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

 The receiving streams, Unnamed Tributary to Howells Run (CWF) and South Branch Blacklick Creek (CWF), are located in State Water Plan watershed 18-D and 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.077 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	30.0	50.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.197 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 (TRC)	XXX	XXX	XXX	0.011	XXX	0.026
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Temperature (°F)  Jan 1 - 31	XXX	XXX	XXX	XXX	110.0	XXX
Feb 1 - 29	XXX	XXX	XXX	XXX	110.0	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	110.0	XXX
Apr 1 - 15	XXX	XXX	XXX	XXX	110.0	XXX
Apr 16 - 30	XXX	XXX	XXX	XXX	110.0	XXX
May 1 - 15	XXX	XXX	XXX	XXX	100.9	XXX
May 16 - 31	XXX	XXX	XXX	XXX	110.0	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	91.0	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	110.0	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	96.6	XXX
Aug 1 - 15	XXX	XXX	XXX	XXX	78.6	XXX
Aug 16 - 31	XXX	XXX	XXX	XXX	103.8	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	83.8	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	99.6	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	97.2	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	104.0	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	89.2	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	99.6	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	110.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Antimony, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	Report	Report	XXX
Manganese, Total	Report	Report	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	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 for storm water discharges.—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
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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 In addition, the permit contains the following major special conditions: requirements for stormwater discharges associated with industrial activities; chemical additive use; Best Technology Available requirements for impingement and entrainment minimization pursuant to Section 316(b) of the Clean Water Act; and a prohibition on discharges of PCBs.

 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: Walmart Stores East, LP

 Applicant Address: 702 SW 8th Street, Bentonville, AR 72716-0505

 Application Number: PAD450217

 Application Type: New

 Municipality/County: Coolbaugh Township, Monroe County

 Project Site Name: Walmart Distribution Center No. 6080

 Total Earth Disturbance Area (acres): 1.2 acres

 Surface Waters Receiving Stormwater Discharges: Pully's Run (HQ-CWF)

 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: Repair and replacement of sanitary sewer line, existing manhole repairs, and construction of new sewer lines and manholes.

 Special Conditions: The permittee shall implement a non-discharge alternative and/or the ABACT E&S and PCSM BMPs identified in Antidegradation Analysis Module 3 (3800-PM-BCW0406c) and the approved E&S and PCSM Plans to satisfy antidegradation implementation requirements of 25 Pa. Code §§ 93.4c, 102.4(b)(6) and 102.8(h).

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

 Northeast Regional Office

 Applicant: Tobyhanna Army Depot

 Applicant Address: 11 Hap Arnold Blvd., Tobyhanna, PA 18466

 Application Number: PAD450204

 Application Type: New

 Municipality/County: Coolbaugh Township, Monroe County

 Project Site Name: Tobyhanna Army Depot Building 230 Barracks Renovation

 Total Earth Disturbance Area (acres): 4.90 acres

 Surface Waters Receiving Stormwater Discharges: Tobyhanna Creek (HQ-CWF)

 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 is for renovation to an army barracks. Work includes replacing concrete sidewalks with new; asphalt paving overlay, canopy construction and installing a new rubber running track.

 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: Four Seasons at Camelback, LP

 Applicant Address: 700 South Henderson Street, Suite 202, King of Prussia, PA 19406-3530

 Application Number: PAD450195

 Application Type: New

 Municipality/County: Pocono Township, Monroe County

 Project Site Name: Northridge at Camelback Phases 11—16

 Total Earth Disturbance Area (acres): 42.99 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Pocono Creek, 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 Planned Residential Development consisting of 151 units, including deeded lots, single family homes, duplexes and multi-family homes. Project was previously approved under Permit PAD450049. Original permit expired on 6/10/23 without renewal and new Permit PAD450195 is now required to complete construction.

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

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

 Southeast Regional Office

 Applicant: Marcus Hook Refinery Operations, a series of Evergreen Resources Group, LLC (c/o Fiona Livingston and Tiffani Doerr)

 Applicant Address: 2 Righter Parkway, Suite 120, Wilmington, DE 19803

 Application Number: PAD230085

 Application Type: New

 Municipality/County: Marcus Hook Borough, Delaware County

 Project Site Name: 12 Plant Area Cleanup—Marcus Hook Terminal Facility

 Total Earth Disturbance Area (acres): 4.5 acres

 Surface Waters Receiving Stormwater Discharges: Delaware River (WWF)

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

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

 Project Description: A portion of the unlined sludge basin within 12 Plant area at the Marcus Hook. The remediated sludge area will be capped with a gravel cover system. This project is being performed under an approved Pennsylvania Department of Environmental Protection (PA DEP) Cleanup Plan under the Act 2 Program. The result of the project is to stabilize and isolate the sludge materials.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 827 Hausman Road, Allentown, PA 18104

 Application Number: PAD670113

 Application Type: New

 Municipality/County: Chanceford, East Hopewell and Hopewell Townships, York County

 Project Site Name: Chanceford 500 kV Line Rebuild Project

 Total Earth Disturbance Area (acres): 164 acres

 Surface Waters Receiving Stormwater Discharges: Deer Creek (CWF, MF), Leibs Creek (HQ-CWF, MF), UNTs to Leibs Creek (HQ-CWF, MF), North Branch Muddy Creek (CWF, MF), UNTs to North Branch Muddy Creek (CWF, MF), South Branch Muddy Creek (HQ-CWF, MF), UNTs to South Branch Muddy Creek (HQ-CWF, MF), South Fork Otter Creek (WWF, MF), West Branch Toms Run (TSF, MF), UNTs to West Branch Toms Run (TSF, 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: Reconstruction of approximately 12.7 miles of an existing overhead electric line.

 Special Conditions: N/A

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

 Northcentral Regional Office

 Applicant: Pine Valley Associates, LP

 Applicant Address: 215 W. Church Rd, King of Prussia, PA 19406

 Application Number: PAD600016

 Application Type: New

 Municipality/County: West Buffalo Township, Union County

 Project Site Name: Pine Valley Mobile Home Park

 Total Earth Disturbance Area (acres): 1.2 acres

 Surface Waters Receiving Stormwater Discharges: North Branch Buffalo 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 is located in West Buffalo Township, Union County, PA. This proposed project is for the construction of a 40-foot by 152-foot building, access drive, parking area, and stormwater management facilities including an infiltration basin, culvert and conveyance channels. Increases in stormwater runoff generated by these improvements will be mitigated by an infiltration basin.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

 Southcentral Regional Office

 Applicant: Lancaster Area Sewer Authority (LASA)

 Applicant Address: 130 Centerville Road, Lancaster, PA 17603

 Application Number: PAD360130

 Application Type: New

 Municipality/County: Manor Township, Lancaster County

 Project Site Name: Blue Rock Water Resource Recovery Facility (BRWRRF)

 Total Earth Disturbance Area (acres): 16.4 acres

 Surface Waters Receiving Stormwater Discharges: Susquehanna River (WWF, MF) and Dry Run (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: Upgrade of an existing sewage treatment facility to improve nutrient removal.

 Special Conditions: N/A

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

 Southwest Regional Office

 Applicant: Center for Organ Recovery & Education

 Applicant Address: 260 Kappa Drive, Pittsburgh, PA 15238

 Application Number: PAD020083

 Application Type: New

 Municipality/County: Ohara Township, Allegheny County

 Project Site Name: Center for Organ Recovery & Education New Building

 Total Earth Disturbance Area (acres): 12.30 acres

 Surface Waters Receiving Stormwater Discharges: Powers Run (WWF) and Tributary 42226 to Sycamore Run

 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 Center for Organ Recovery and Education (CORE) will use the site to expand into a new two (2) story building, which is immediately adjacent to CORE's current property.

 Special Conditions: Special Conditions: 1. As property rights are not conveyed by the issuance of this permit, any property rights for construction or discharges which will not be on property owned by the applicant shall be considered and obtained prior to conducting any earth disturbance. Any changes due to not obtaining property rights will be subject to the permit amendment process.

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

 Southwest Regional Office

 Applicant: Parking Partners XXIII Block E LLC

 Applicant Address: 1000 N. West Street, Wilmington, DE 19801

 Application Number: PAD020064A-1

 Application Type: Major Amendment

 Municipality/County: City of Pittsburgh, Allegheny County

 Project Site Name: Lower Hill Block E

 Total Earth Disturbance Area (acres): 4.37 acres

 Surface Waters Receiving Stormwater Discharges: Allegheny River (WWF)

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

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

 Project Description: Live Entertainment Venue with Tenant spaces.

 Special Conditions: Special Conditions: 1. Earth disturbance may not commence until all authorizations necessary to complete construction have been obtained including, but not limited to Act 537 Sanitary Planning approval. 2. Groundwater shall not be extracted from the site unless otherwise approved by the Department's Environmental Cleanup Section, per the site's Environmental Covenant dated December 27, 2018. Prior to any pumping and discharging of encountered groundwater on-site, the groundwater shall be tested against the Chapter 250 MSC limits and coordinated with the Department's Clean Water Section for any discharge which will enter a receiving resource.

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

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