NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 2101]
[Saturday, April 20, 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
1024803	Joint DEP/PFBC Pesticides Permit	New	Benjamin Hoffman 47 Trotter Circle Sewickley, PA 15143-9124	Muddycreek Township Butler County	NWRO
1024804	Joint DEP/PFBC Pesticides Permit	New	Rock Lake North Association Inc. 113 Rock Lake Drive Zelienople, PA 16063-8905	Jackson Township Butler County	NWRO
2624800	Joint DEP/PFBC Pesticides Permit	New	Nemacolin Woodlands Inc. 1001 Lafayette Drive Farmington, PA 15437-9754	Henry Clay Township Fayette County	SWRO
3724802	Joint DEP/PFBC Pesticides Permit	New	Mark Butler 705 Moravia Street New Castle, PA 16101-3949	Neshannock Township Lawrence County	NWRO
4013819	Joint DEP/PFBC Pesticides Permit	Renewal	Bear Creek Association P.O. Box 105 Bear Creek, PA 18602-0105	Bear Creek Village Borough Luzerne County	NERO
4015802	Joint DEP/PFBC Pesticides Permit	Renewal	White Haven Pocono Owners' Association 3014 Fern Ridge Road White Haven, PA 18661-8517	Bear Creek Township Luzerne County	NERO
4324803	Joint DEP/PFBC Pesticides Permit	New	William Jovenall 115 Shenango Park Road Transfer, PA 16154-2131	Pymatuning Township Mercer County	NWRO
4513833	Joint DEP/PFBC Pesticides Permit	Renewal	Analomink Rod & Gun Club Inc. P.O. Box 100 Analomink, PA 18320-0100	Stroud Township Monroe County	NERO
6224801	Joint DEP/PFBC Pesticides Permit	New	Yakov Fleischmann 2010 Murray Hill Road Youngsville, PA 16371-2904	Sugar Grove Township Warren County	NWRO
6424802	Joint DEP/PFBC Pesticides Permit	New	Early John 1700 N Line Street Lansdale, PA 19446-1212	Preston Township Wayne County	NERO
WQM 0811201	Manure Storage and Wastewater Impoundments Individual WQM Permit	Amendment	Vanblarcom James A 934 Besley Road Columbia Cross Roads, PA 16914-7789	Columbia Township Bradford County	NCRO
1170405	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	St Francis University P.O. Box 600 Loretto, PA 15940-0600	Loretto Borough Cambria County	SWRO
5300401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Harrison Township Potter County 205 E Main Street Harrison Valley, PA 16927-1203	Harrison Township Potter County	NCRO
NOEXNE061	No Exposure Certification	New	Motts LLP 2172 City Line Road Bethlehem, PA 18017-2128	Bethlehem City Lehigh County	NERO
NOEXSC276	No Exposure Certification	Renewal	Menasha Packaging Co. LLC 30 Grumbacher Road York, PA 17406-8420	Manchester Township York County	SCRO
PAG032430	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Klinger Dean H 107 Birds Hill Road Pine Grove, PA 17963-9591	Pine Grove Township Schuylkill County	NERO
PAG036574	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Bastin Truck Parts 1716 Butler Logan Road Tarentum, PA 15084-3911	Frazer Township Allegheny County	SWRO
PAR602225	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Klinger Dean H 107 Birds Hill Road Pine Grove, PA 17963-9591	Pine Grove Township Schuylkill County	NERO
PAG040127	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Bruen Mark W 999 Long Mill Road Telford, PA 18969-2315	Franconia Township Montgomery County	SERO
PAG041320	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Ruth H Crawford Estate 4340 Glen Lytle Road Pittsburgh, PA 15217-2818	Slippery Rock Township Butler County	NWRO
PAG041322	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Haynie Joshua 801 Fridays Hill Road New Castle, PA 16101-6723	Wayne Township Lawrence County	NWRO
PAG041323	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Janet & Jason Proper 12807 Plank Road Waterford, PA 16441-9019	Waterford Township Erie County	NWRO
PAG043649	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Blankley Michael G 5083 Elk Lick Road Everett, PA 15537-7721	Monroe Township Bedford County	SCRO
PAG043988	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Foltz Jeremy 15040 Shimpstown Road Mercersburg, PA 17236-9711	Montgomery Township Franklin County	SCRO
PAG122205	PAG-12 NPDES General Permit for CAFOs	Renewal	R W Sauder Inc. Furnace Hills Road Lititz, PA 17543	Hubley Township Schuylkill County	SCRO
PAG123684	PAG-12 NPDES General Permit for CAFOs	Renewal	Hoffman Chris R 4716 Mountain Road McAlisterville, PA 17049	Derry Township Mifflin County	SCRO
4424401	Pump Stations Individual WQM Permit	New	Granville Township Mifflin County 100 Helen Street Lewistown, PA 17044-2437	Granville Township Mifflin County	SCRO
PA0264032	Single Residence STP Individual NPDES Permit	Transfer	Miller Alex R 3813 Williams Road Erie, PA 16510-6101	Harborcreek Township Erie County	NWRO
PA0289451	Single Residence STP Individual NPDES Permit	Transfer	Zimmer Patience P.O. Box 43 Portersville, PA 16051-0043	Muddycreek Township Butler County	NWRO
PA0292729	Single Residence STP Individual NPDES Permit	Transfer	Diane & Russell Foltz 16160 Shreve Ridge Road Union City, PA 16438-7740	Union Township Erie County	NWRO
0500406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Blankley Michael G 5083 Elk Lick Road Everett, PA 15537-7721	Monroe Township Bedford County	SCRO
1021407	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Zimmer Patience P.O. Box 43 Portersville, PA 16051-0043	Muddycreek Township Butler County	NWRO
2515405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Miller Alex R 3813 Williams Road Erie, PA 16510-6101	Harborcreek Township Erie County	NWRO
2522442	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Diane & Russell Foltz 16160 Shreve Ridge Road Union City, PA 16438-7740	Union Township Erie County	NWRO
4224401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Obrien James 2781 Second Street Eden, NY 14057	Corydon Township McKean County	NWRO
4697413	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Bruen Mark W 999 Long Mill Road Telford, PA 18969-2315	Franconia Township Montgomery County	SERO
6224402	Small Flow Treatment Facility Individual WQM Permit	New	Launer Kay 2480 Keller Road Warren, PA 16365-8717	Conewango Township Warren County	NWRO
WQG01102401	WQG-01 WQM General Permit	New	Ruth H Crawford Estate 4340 Glen Lytle Road Pittsburgh, PA 15217-2818	Slippery Rock Township Butler County	NWRO
WQG01252405	WQG-01 WQM General Permit	New	Janet & Jason Proper 12807 Plank Road Waterford, PA 16441-9019	Waterford Township Erie County	NWRO
WQG01282402	WQG-01 WQM General Permit	New	Foltz Jeremy 15040 Shimpstown Road Mercersburg, PA 17236-9711	Montgomery Township Franklin County	SCRO
WQG01372402	WQG-01 WQM General Permit	New	Haynie Joshua 801 Fridays Hill Road New Castle, PA 16101-6723	Wayne Township Lawrence County	NWRO
6124401	Sewer Extensions WQM Individual Permit	New	Franklin City Gen Auth Venango County 430 13th Street Franklin, PA 16323-1317	Franklin City Venango 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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 Northeast Regional Office

 PA0276154, Storm Water, SIC Code 3084, George Fischer LLC, 300 Kuebler Road, Easton, PA 18040. Facility Name: Georg Fischer Harvel Easton. This existing facility is located in Forks Township, Northampton County.

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

 The receiving stream(s), Bushkill Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-F 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 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
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	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 570-826-5472.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0024856, Sewage, SIC Code 4952, Taylor Township, P.O. Box 489, West Pittsburgh, PA 16160-0489. Facility Name: Taylor Township STP. This existing facility is located in Taylor Township, Lawrence County.

 Description of Existing Activity: The application is for a renewal, outfall relocation, and rerate of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Beaver River, 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 0.2 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	42	65	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	50	75	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.375 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	78	125	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	93	140	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0033901, Sewage, SIC Code 4952, 6515, Harold P Newton Jr, 112 Timber Village Center, Mercer, PA 16137-8991. Facility Name: Willow Bend MHP. This existing facility is located in Lackawannock Township, Mercer 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 Little Neshannock Creek, is located in State Water Plan watershed 20-A 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 .0075 MGD.—Final 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	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.4
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  Oct 1 - Apr 30	XXX	XXX	XXX	6.3	XXX	12.9
May 1 - Sep 30	XXX	XXX	XXX	2.1	XXX	4.3
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorous	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Part C 2—Chlorine Minimization

 • Part C 110A—Solids Management for Non-Lagoon Systems (Non-Municpal)

 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

 PA0093131, Sewage, SIC Code 7992, Prebula Family Ventures, LLC, 160 Ralston Road, Slippery Rock, PA 16057-3528. Facility Name: Slippery Rock Golf Club & Event Center. This existing facility is located in Slippery Rock Township, Butler 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, an Unnamed Tributary to the Slippery Rock Creek (CWF), is located in State Water Plan watershed 20-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 0.011 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	20.0	XXX	40
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	12.0	XXX	24
May 1 - Oct 31	XXX	XXX	XXX	4.0	XXX	8
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	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 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295680, Sewage, SIC Code 8800, Melissa Kaulbach, 6011 Bridlewood Drive, Fairview, PA 16415-2709. Facility Name: Melissa Kaulbach SRSTP. This proposed facility is located in Fairview Township, Erie 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), Bear Run (CWF, MF), is located in State Water Plan watershed 15-A 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295698, Sewage, SIC Code 8811, James R & Kimberly D Shay, 403 Game Reserve Road, Butler, PA 16002-9353. Facility Name: James R & Kimberly D Shay SRSTP. This proposed facility is located in Clearfield Township, Butler 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 Bonnie Brook (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295701, Sewage, SIC Code 8800, Michael Labans, 213 Hope Road, Cranberry Township, PA 16066-3809. Facility Name: Michael Labans SRSTP. This proposed facility is located in Cranberry Township, Butler 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 Wolfe Run (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0264687, Industrial, SIC Code 4941, PA American Water Company, 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: PA American Water Ellwood. This existing facility is located in New Beaver Borough, Lawrence 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), Beaver River (001) and Unnamed Tributary to Beaver River (002—004), 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 0.694 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

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

 • Stormwater Associated with Industrial Activities

 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.

 Southeast Regional Office

 PA0052965, Industrial, SIC Code 3398, Rex Heat Treatment of PA, Inc., 951 W 8th Street, Lansdale, PA 19446. Facility Name: Rex Heat Treat Lansdale. This existing facility is located in Lansdale Borough, Montgomery 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), Unnamed Tributary to West Branch Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for 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 stormwater discharge.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Chromium, Total	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Nitrogen, Total	XXX	XXX	XXX	Report	XXX	XXX
Phosphorus, Total	XXX	XXX	XXX	Report	XXX	XXX
PFOA	XXX	XXX	XXX	XXX	XXX	4.0 ng/L
PFOS	XXX	XXX	XXX	XXX	XXX	3.7 ng/L
HFPO-DA	XXX	XXX	XXX	XXX	XXX	6.4 ng/L
PFBS	XXX	XXX	XXX	XXX	XXX	3.5 ng/L

 The proposed effluent limits for Outfall 004 are based stormwater discharge.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Chromium, Total	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Cadmium, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Nitrogen, Total	XXX	XXX	XXX	Report	XXX	XXX
Phosphorus, Total	XXX	XXX	XXX	Report	XXX	XXX
PFOA	XXX	XXX	XXX	XXX	XXX	4.0 ng/L
PFOS	XXX	XXX	XXX	XXX	XXX	3.7 ng/L
HFPO-DA	XXX	XXX	XXX	XXX	XXX	6.4 ng/L
PFBS	XXX	XXX	XXX	XXX	XXX	3.5 ng/L

 The proposed effluent limits for Outfalls 002 and 003 are based on a stormwater discharge.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Chromium, Total	XXX	XXX	XXX	Report	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Lead, Total	XXX	XXX	XXX	Report	XXX	XXX
Nitrogen, Total	XXX	XXX	XXX	Report	XXX	XXX
Phosphorus, Total	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Tetrachloroethylene Industrial Influent	XXX	XXX	XXX	Report	XXX	Report
Tetrachloroethylene	XXX	XXX	XXX	0.005	0.010	0.013
Trichloroethylene	XXX	XXX	XXX	0.005	0.010	0.013
Trichloroethylene Industrial Influent	XXX	XXX	XXX	Report	XXX	Report
Nitrogen, Total	XXX	XXX	XXX	Report	XXX	XXX
Phosphorus, Total	XXX	XXX	XXX	Report	XXX	XXX
PFOA	XXX	XXX	XXX	XXX	XXX	4.0 ng/L
PFOS	XXX	XXX	XXX	XXX	XXX	3.7 ng/L
HFPO-DA	XXX	XXX	XXX	XXX	XXX	6.4 ng/L
PFBS	XXX	XXX	XXX	XXX	XXX	3.5 ng/L

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

 • No discharge of stripper tower cleaning wastewater

 • Requirements applicable to stormwater

 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

 PA0245038, Storm Water, SIC Code 1499, GMA Garnet (USA) Corp, 1780 Hughes Landing, Suite 725, The Woodlands, TX 77380-1684. Facility Name: GMA Garnet Corporation—Fairless Hills Recycling Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River (WWF, MF), is located in State Water Plan watershed 2-E and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Internal Monitoring Point (IMP) 101 are based on stormwater.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	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 (IMP) 102 are based on stormwater.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	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 IMP103 are based on stormwater.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	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 IMP 104 are based on stormwater.

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

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

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. BMPs

 III. Stormwater Monitoring Requirements

 IV. Routine Inspections

 V. PPC Plan

 VI. Other Requirements

 A. Property rights

 B. Sludge disposal

 C. New storage for used unwashed garnet sand

 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

 PA0027618, Sewage, SIC Code 4952, Bethel Park Municipal Authority, 3100 Piney Fork Road, South Park, PA 15219. Facility Name: Piney Fork STP. This existing facility is located in Bethel Park Borough, Allegheny County.

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

 The receiving stream(s), Piney Fork (TSF), is located in State Water Plan watershed 19-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 4.92 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	XXX	XXX
Cyanide, Free (ug/L)	XXX	XXX	XXX	Report	XXX	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.92 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.92 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Phosphorus	82.0	XXX	XXX	2.0	4.0	5
Copper, Total (ug/L)	XXX	XXX	XXX	30.1	46.9	75.2
Cyanide, Free (ug/L)	XXX	XXX	XXX	4.43	6.91	11.1
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	0.58	0.91	1.5

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.92 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.92 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
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	1,025	1,555	XXX	25.0	38.0	50
May 1 - Oct 31	410	615	XXX	10.0	15.0	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	1,230	1,845	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	Report Daily Max	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	140	XXX	XXX	3.5	XXX	7
May 1 - Oct 31	60	XXX	XXX	1.5	XXX	3
Aluminum, Total	XXX	XXX	XXX	Report	Report Daily Max	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report Daily Max	XXX
Boron, Total	XXX	XXX	XXX	Report	Report Daily Max	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	Report	Report Daily Max	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report Daily Max	XXX
Benzene (ug/L)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	1.1 Daily Max	XXX
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	XXX	1.1 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 not in effect.

 Southwest Regional Office

 PA0030406, Sewage, SIC Code 4952, PA Department of Correctional Laurel Highlands State Correctional Institution, 5706 Glades Pike, Somerset, PA 15501-8302. Facility Name: SCI Laurel Highlands STP. This existing facility is located in Somerset Township, Somerset 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 East Branch Coxes Creek (TSF), is located in State Water Plan watershed 19-F and is classified for Trout Stocking 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 0.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Antimony, Total (ug/L)	Report	XXX	XXX	Report	Report	XXX
Arsenic, Total (ug/L)	Report	XXX	XXX	Report	Report	XXX
Boron, Total	Report	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	Report	XXX	XXX	Report	Report	XXX
Iron, Dissolved (ug/L)	Report	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	Report	XXX	XXX	6.0	9.0	15

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Antimony, Total (ug/L)	0.024	XXX	XXX	5.65	8.81	XXX
Arsenic, Total (ug/L)	0.042	XXX	XXX	10.1	15.7	XXX
Boron, Total	6.73	XXX	XXX	1.614	2.519	XXX
Cadmium, Total (ug/L)	0.002	XXX	XXX	0.52	0.82	XXX
Iron, Dissolved (ug/L)	1.26	XXX	XXX	303.0	472.0	XXX
Thallium, Total (ug/L)	0.001	XXX	XXX	0.24	0.38	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.50	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	6.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	104.2	158.4	XXX	25	38 Wkly Avg	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	125.2	187.8	XXX	30	45 Wkly Avg	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	10.8	16.2	XXX	2.6	3.9 Wkly Avg	5.2
May 1 - Oct 31	7.9	12.09	XXX	1.9	2.9 Wkly Avg	3.8
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total	XXX	XXX	XXX	Report	Report	XXX
Cobalt, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	0.04	0.06	0.08
Iron, Total	12.5	XXX	XXX	3.0	4.5	6
Manganese, Total	14.6	XXX	XXX	3.5	5.2	7
Nickel, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
Phenol	XXX	XXX	XXX	0.015	0.026	0.037
a-Terpineol	XXX	XXX	XXX	0.016	0.033	0.04
Benzoic Acid	XXX	XXX	XXX	0.071	0.120	0.15
p-Cresol	XXX	XXX	XXX	0.014	0.025	0.035

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Limits.

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

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

 • WQBELs Below Quantitation Limits

 The following parameter is subject to water quality-based effluent limits (WQBELs) in Part A of this permit that are necessary to comply with State water quality standards but may be less than quantitation limits (QLs), as defined in 25 Pa. Code § 252.1.

Parameter Name	DEP Quantitation Limit
Total Thallium	2 ug/L

 • Toxics Reduction Evaluation (TRE)

 The permittee shall conduct a TRE for the newly developed WQBELs in accordance with DEP's Water Quality Toxics Management Strategy, Appendix C, Permittee Guidance for Conducting a Toxics Reduction Evaluation (TRE) (361-0100-003).

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

 This permit is a Non EPA Waiver due to discharge to a TMDL stream.

 Southwest Regional Office

 PA0091910, Industrial, SIC Code 4953, Alex E Paris Contracting Company, Inc., P.O. Box 369, 1595 Smith Township State Road, Atlasburg, PA 15004-0369. Facility Name: Paris Flyash Landfill. This existing facility is located in Hanover Township, Beaver 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), Unnamed Tributary to Raccoon Creek (WWF), Unnamed Tributary of Raccoon Creek (WWF), and Raccoon Creek (WWF), is located in State Water Plan watershed 20-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .038 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.038	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	XXX	1.25
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Selenium, Total	XXX	XXX	XXX	Report	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 .038 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.038	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	XXX	1.25
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	75
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	0.75
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	47.1	73.4	118
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.75
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Selenium, Total	XXX	XXX	XXX	Report	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:

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

 The proposed effluent limits for Outfall 003:

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

 The proposed effluent limits for Outfall 004:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, 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 not in effect.

 Southwest Regional Office

 PA0216950, Industrial, SIC Code 4941, Creswell Heights Joint Authority, 3961 Jordan Street, South Heights, PA 15081-1026. Facility Name: Creswell Heights Joint Authority Water Treatment Plant. This existing facility is located in South Heights Borough, Beaver 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), 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 101 are based on a design flow of 0.0264 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	9.0	XXX
Total Residual Chlorine (TRC)	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
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

 PA0217778, Industrial, SIC Code 1389, Chance Gas & Oil LLC, 416 Kirkland Road, Clymer, PA 15728-6318. Facility Name: Dawson Water Treatment Facility. This existing facility is located in Dunbar 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(s), Youghiogheny River (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 .06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	0.06	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Acidity, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Alkalinity, Total (as CaCO3)  Effluent Net	XXX	XXX	0.0	XXX	XXX	XXX
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	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

 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

 PA0285111, Storm Water, SIC Code 1311, Markwest Liberty Midstream & Resources LLC, 4600 J Barry Court, Canonsburg, PA 15317-5854. Facility Name: Imperial & Cibus Ranch Compressor Station. This proposed facility is located in Robinson Township, Washington 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), Unnamed Tributary to Robinson Run (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 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	75.0
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	0.750
Iron, Total	XXX	XXX	XXX	XXX	XXX	3.0
Manganese, Total	XXX	XXX	XXX	XXX	XXX	2.0
Benzene (ug/L)	XXX	XXX	XXX	XXX	XXX	2.5
BTEX, Total	XXX	XXX	XXX	XXX	XXX	0.25
MTBE	XXX	XXX	XXX	XXX	XXX	Report

 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	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report(1)	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report(1)	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report(1)	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report(1)	XXX

 (1) If 4 consecutive samples result in no detections of these substances, further monitoring may be discontinued.

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

 • Stormwater outfalls and authorized non-stormwater discharges

 • Best management practices

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

 The EPA Waiver is in effect.

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

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 Southeast Regional Office

 Applicant: Fred Leibowitz and Helaine Leibowitz

 Applicant Address: 1937 Swedesford Road, Malvern, PA 19355-8733

 Application Number: PAD150331

 Application Type: New

 Municipality/County: Tredyffrin Township, Chester County

 Project Site Name: 1937 Swedesford Road

 Total Earth Disturbance Area (acres): 1.964 acres

 Surface Waters Receiving Stormwater Discharges: Valley Creek (EV), UNT to Valley Creek (EV)

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

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

 Project Description: The project proposes the demolition of the existing single-family residence, a portion of the driveway, walks and patios, and the construction of a new single-family residence, walks, patio, pool, and driveway expansion.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: The Hankin Group

 Applicant Address: 707 Eagleview Blvd, Exton, PA 19341-1159

 Application Number: PAD150332

 Application Type: New

 Municipality/County: Uwchlan Township, Chester County

 Project Site Name: Eagleview Town Center II—Phase 3

 Total Earth Disturbance Area (acres): 2.86 acres

 Surface Waters Receiving Stormwater Discharges: Shamona 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: The development of Town Center II—Phase 3 includes the construction of a medical office building with associated parking lot and sidewalks. Runoff will be controlled by proposed stormwater management facilities.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: The Hankin Group

 Applicant Address: 707 Eagleview Blvd, Exton, PA 19341-1159

 Application Number: PAD150333

 Application Type: New

 Municipality/County: Uwchlan Township, Chester County

 Project Site Name: Eagleview Town Center II—Phase 4

 Total Earth Disturbance Area (acres): 5.59 acres

 Surface Waters Receiving Stormwater Discharges: Shamona 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: The development of Town Center II—Phase 4 includes the construction of two (2) apartment buildings with associated parking lot and sidewalks. Runoff will be controlled by proposed stormwater management facilities.

 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: Enos M. & Lavina S. Stoltzfus

 Applicant Address: 26 Trout Lane, Stewartstown, PA 17363

 Application Number: PAD670107

 Application Type: New

 Municipality/County: Stewartstown Borough and Hopewell Township, York County

 Project Site Name: Stoltzfus Property

 Total Earth Disturbance Area (acres): 4.43 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Ebaughs Creek (CWF) and UNT to Ebaughs Creek (CWF) via 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: Single family home with access drive and stormwater facilities.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: PDC Northeast LPIV JH/IM, LLC

 Applicant Address: 7777 Bonhomme Ave, Ste 1505, Clayton, MO 63105

 Application Number: PAD210116

 Application Type: New

 Municipality/County: Silver Spring Township, Cumberland County

 Project Site Name: Trindle Spring Trade Center

 Total Earth Disturbance Area (acres): 119.10 acres

 Surface Waters Receiving Stormwater Discharges: Trindle Spring Run (CWF, MF) and Trindle Spring Run (CWF, MF) via 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: Construction of a warehouse along with associated improvements and restoration of existing farm dwelling and barn structure.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: K. Matkem Company, c/o Dick Bus

 Applicant Address: 6612 Snowdrift Road, Allentown, PA 18104

 Application Number: PAD390300

 Application Type: New

 Municipality/County: Upper Macungie Township, Lehigh County

 Project Site Name: 6642 Grant Way Building Expansion

 Total Earth Disturbance Area (acres): 2.44 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Little Lehigh Creek (aka Iron Run) (HQ-CWF, MF)

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

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

 Project Description: The proposed land development includes the construction of a 53,900 square foot expansion to the existing manufacturing building on-site with associated 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.

 Southcentral Regional Office

 Applicant: STMA, LP

 Applicant Address: 415 Ellis Woods Rd, Pottstown, PA 19465

 Application Number: PAD060015

 Application Type: Renewal

 Municipality/County: Longswamp Township, Berks County

 Project Site Name: Golden Meadows, Phase II

 Total Earth Disturbance Area (acres): 13.9 acres

 Surface Waters Receiving Stormwater Discharges: Toad Creek (HQ-CWF, MF) and Little Lehigh (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: 11 single family detached homes, 2 streets, related facilities.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: Bi-Diamond LLC, d/b/a Ampliform LLC

 Applicant Address: 40 E. Montgomery Avenue, Ardmore, PA 19003

 Application Number: PAD070034

 Application Type: New

 Municipality/County: Greenfield Township, Blair County

 Project Site Name: BL-Diamond Photovoltaic Solar Farm

 Total Earth Disturbance Area (acres): 127.69 acres

 Surface Waters Receiving Stormwater Discharges: tributary to Polecat Run (WWF), tributaries to Frankstown Branch Juniata 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: Bi-Diamond LLC, d/b/a Ampliform LLC is proposing the construction of a photovoltaic solar farm with access roads and stormwater management facilities in Greenfield Township, Blair County.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: Fort Indiantown Gap National Guard Training Center

 Applicant Address: Fort Indiantown Gap, Bldg 0-1, Annville, PA 17003

 Application Number: PAD380033

 Application Type: New

 Municipality/County: Union Township, Lebanon County

 Project Site Name: East Access Control Point—Fort Indiantown Gap

 Total Earth Disturbance Area (acres): 9.35 acres

 Surface Waters Receiving Stormwater Discharges: Qureg 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: Fort Indiantown Gap National Guard Training Center is proposing to construct an Access Control Point (ACP) to address security, safety, and circulation into the military facility.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: County of Lehigh, Bureau of Parks and Recreation, c/o Phillips Armstrong

 Applicant Address: 17 South Seventh Street, Allentown, PA 18101

 Application Number: PAD390133 A-1

 Application Type: Renewal and Major Amendment

 Municipality/County: South Whitehall Township, Lehigh County

 Project Site Name: Cedar Creek Parkway West Phase 3—Major Amendment

 Total Earth Disturbance Area (acres): 13.15 acres

 Surface Waters Receiving Stormwater Discharges: 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: Phase 3—Removal of existing tennis courts, associated parking lot and pavilion and the construction of new tennis courts, pickle ball courts, and associated parking lot.

 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: PPL Electric Utilities Corp

 Applicant Address: 1639 Church Road, GENN 4, Allentown, PA 18104-9342

 Application Number: PA400005D

 Application Type: New

 Municipality/County: West Hazleton Borough, Butler Township, Hazle Township, Rice Township, Sugarloaf Township, Wright Township, Dorrance Township, Luzerne County.

 Project Site Name: Harwood-Palooka 1&2 69kV Line Rebuild Project

 Total Earth Disturbance Area (acres): 130.0 acres

 Surface Waters Receiving Stormwater Discharges: Cranberry Creek (CWF, MF), Black Creek (CWF, MF), Little Nescopeck Creek (CWF, MF), Nescopeck Creek (TSF, MF), Long Run (HQ-CWF, MF), UNT to Long Run (HQ-CWF, MF), Balliet Run (HQ-CWF, MF), Big Wapwallopen Creek (CWF, MF) & UNT to Big Wapwallopen Creek (CWF, MF)

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

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

 Project Description: The PPL EU Harwood-Palooka 1&2 69kV Project consists of an approximately 15-mile 69kV Transmission Line rebuild. The line starts at the Harwood-Valmont Tap, southeast of Jaycee Drive and travels northwest before heading northeast, ending at Wright Tap, northeast of Burma Road. The entire project is located within Luzerne County (see location map).

 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.

 Northwest Regional Office

 Applicant: Walden Solar PA Jefferson LLC

 Applicant Address: 155 Fleet Street, Portsmouth, NH 03801

 Application Number: PAD330011

 Application Type: New

 Municipality/County: Pine Creek Township and Warsaw Township, Jefferson County

 Project Site Name: Squab Solar

 Total Earth Disturbance Area (acres): 814 acres

 Surface Waters Receiving Stormwater Discharges: Mill Creek (CWF), UNT Mill Creek (CWF), UNT Laurel Run (HQ-CWF), Fivemile Run (CWF), UNT Fivemile Run (CWF), and various 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: Construction of a ground mounted solar generation facility with associated access drives, equipment pads, substation, and stormwater facilities.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.

 Northwest Regional Office

 Applicant: Franklin Area School District

 Applicant Address: 40 Knights Way, Franklin, PA 16323

 Application Number: PAD610008

 Application Type: New

 Municipality/County: Sandycreek Township, Venango County

 Project Site Name: Franklin Area School District Softball Field

 Total Earth Disturbance Area (acres): 2.26 acres

 Surface Waters Receiving Stormwater Discharges: Morrison Run EV

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

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

 Project Description: To replace an existing parking lot on the southern side of the Franklin Senior High School with a new grass softball field resulting in an 0.64 acre decrease in impervious area.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.

 Southwest Regional Office

 Applicant: L&W Supply

 Applicant Address: One ABC Parkway, Belhoit, WI 53511

 Application Number: PAD020074

 Application Type: New

 Municipality/County: Kennedy Township, Allegheny County

 Project Site Name: 250 Bilmar Drive

 Total Earth Disturbance Area (acres): 2.80 acres

 Surface Waters Receiving Stormwater Discharges: Chartiers Creek (WWF) via storm sewers

 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 development is a phased project. Phase 1 will include an approximately 1.55-acre gravel laydown area for construction material storage, along with a security fence with gates, post-construction stormwater management facilities, storm sewers, and landscaping. L&W Supply proposes to begin construction of Phase 1 in the Fall of 2023 and the construction duration is expected to be approximately 2 to 3 months. Phase 2 will occur sometime in the following 1 to 2 years. Phase 2 includes the construction of an approximately 12,000 square-foot one-story building, with new parking areas, additional fencing, concrete and asphalt paving, lighting, utilities, and additional landscaping.

 Special Conditions: Earth disturbance may not commence until all Act 537 authorizations have been obtained.

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

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