NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 6125]
[Saturday, September 28, 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
0424800	Joint DEP/PFBC Pesticides Permit	New	Quay Julie 3201 6th Avenue Beaver Falls, PA 15010-3551	Beaver Falls City Beaver County	SWRO
0924813	Joint DEP/PFBC Pesticides Permit	New	AGA Farms 1333 Elephant Road Perkasie, PA 18944-3840	Bedminster Township Bucks County	SERO
1524815	Joint DEP/PFBC Pesticides Permit	New	Chester County Parks & Recreation 601 Westtown Road Suite 160 West Chester, PA 19382-4991	West Nottingham Township Chester County	SERO
1524816	Joint DEP/PFBC Pesticides Permit	New	Chester County Water Resource Authority P.O. Box 2747 601 Westtown Road West Chester, PA 19380-0990	West Caln Township Chester County	SERO
4624808	Joint DEP/PFBC Pesticides Permit	New	Empire Management 134 Route 59 Suite 201 Suffern, NY 10901-4917	Lower Gwynedd Township Montgomery County	SERO
6524804	Joint DEP/PFBC Pesticides Permit	New	Bianca Rose HOA 5505 Fontana Court Export, PA 15632-9283	Murrysville Borough Westmoreland County	SWRO
0708404	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Altoona Water Authority 900 Chestnut Avenue Altoona, PA 16601-4617	Allegheny Township Blair County	SCRO
0788401	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Altoona Water Authority 900 Chestnut Avenue Altoona, PA 16601-4617	Logan Township Blair County	SCRO
4818402	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Bethlehem City Northampton County 10 East Church Street Bethlehem, PA 18018	Bethlehem City Northampton County	NERO
1320401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Bowmanstown Borough Carbon County 490 Ore Street P.O. Box 127 Bowmanstown, PA 18030	Bowmanstown Borough Carbon County	NERO
2574407	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Middleboro Municipal Authority Erie County P.O. Box 189 McKean, PA 16426-0189	McKean Borough Erie County	NWRO
5807402	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Hallstead & Great Bend Borough Susquehanna County JSA P.O. Box 747 Great Bend, PA 18821-0747	Great Bend Borough Susquehanna County	NERO
6183401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Aqua PA Inc. 665 S Dock Street Sharon, PA 16146-1835	Emlenton Borough Venango County	NWRO
NOEX11902	No Exposure Certification	Renewal	Walmart Stores East LP 508 S W 8th Street Bentonville, AR 72716-0505	Bethlehem City Northampton County	NERO
NOEXNW129	No Exposure Certification	Renewal	ABF Freight System Inc. 3801 Old Greenwood Road Fort Smith, AR 72903-5937	Erie City Erie County	NWRO
NOEXSC233	No Exposure Certification	Renewal	USPS Reading 2100 N 13th Street Reading, PA 19612-7000	Muhlenberg Township Berks County	SCRO
NOEXSC342	No Exposure Certification	Renewal	Kunzler & Co. Inc. 118 Poorman Street Tyrone, PA 16686-8510	Snyder Township Blair County	SCRO
PAG030093	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	JJ Clark Inc. 31 Mount Pleasant Road Aston, PA 19014	Aston Township Delaware County	SERO
PAG036152	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Covestro LLC 1 Covestro Circle Pittsburgh, PA 15205-9723	Robinson Township Allegheny County	SWRO
PAG041289	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Maravelli Ammie 4503 US Highway 322 Jamestown, PA 16134-4611	South Shenango Township Crawford County	NWRO
PAG041416	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Michael & Roxana Carpenter 9685 State Line Road Albion, PA 16401-9105	Conneaut Township Erie County	NWRO
PAG041417	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Fortwangler Caleb 1147 Brent Road Volant, PA 16156-1601	Springfield Township Mercer County	NWRO
PAG041419	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Dillman Dan 120 Ashley Lane Slippery Rock, PA 16057-4102	Prospect Borough Butler County	NWRO
PAG041420	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Christopher & Jennifer Fox 9288 Williams Road North East, PA 16428-5614	Greenfield Township Erie County	NWRO
PAG046305	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Buck David G & Brooke A 316 Whittengale Road Oakdale, PA 15071-3604	North Fayette Township Allegheny County	SWRO
PAG046490	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Chauvenne Tasha 1336 State Route 168 Georgetown, PA 15043-1043	Greene Township Beaver County	SWRO
PAG123623	PAG-12 NPDES General Permit for CAFOs	Renewal	Future View Farm LLC 13 Radcliff Road Willow Street, PA 17584-9770	Pequea Township Lancaster County	SCRO
PAG123632	PAG-12 NPDES General Permit for CAFOs	Renewal	Shearer Robert D 806 Anderson Ferry Road Mount Joy, PA 17552-9717	East Donegal Township Lancaster County	SCRO
PAG123679	PAG-12 NPDES General Permit for CAFOs	Renewal	Terry L Hershey Farm 573 Strasburg Road Paradise, PA 17562-9703	Paradise Township Lancaster County	SCRO
PAG123700	PAG-12 NPDES General Permit for CAFOs	Renewal	Rutt Richard W 375 Nissley Road Mount Joy, PA 17552-9022	East Donegal Township Lancaster County	SCRO
PAG123720	PAG-12 NPDES General Permit for CAFOs	Renewal	Zimmerman Clifford Z 2993 Mill Road Elizabethtown, PA 17022-8732	Conewago Township Dauphin County	SCRO
PAG123727	PAG-12 NPDES General Permit for CAFOs	Renewal	Meck Kenneth S 1503 Beaver Valley Pike Willow Street, PA 17584-9780	Strasburg Borough Lancaster County	SCRO
PAG123772	PAG-12 NPDES General Permit for CAFOs	Renewal	Shady Brae Farms Inc. 29 Engle Road Marietta, PA 17547-9322	Conoy Township Lancaster County	SCRO
PAG123799	PAG-12 NPDES General Permit for CAFOs	Renewal	Bauman Tyler C 1277 Bridgeton Road Airville, PA 17302-9210	Lower Chanceford Township York County	SCRO
PAG123873	PAG-12 NPDES General Permit for CAFOs	Renewal	Shale Rock Acres 170 Werners Road Fredericksburg, PA 17026-9115	Swatara Township Lebanon County	SCRO
PAG136355	PAG-13 NPDES General Permit for MS4s	Renewal	Export Borough Westmoreland County 6022 Kennedy Avenue Export, PA 15632-1214	Export Borough Westmoreland County	SWRO
0224406	Pump Stations Individual WQM Permit	New	Pittsburgh Water Sewer Authority 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
6324402	Pump Stations Individual WQM Permit	New	Peters Creek Sanitary Authority 1 N State Street Clairton, PA 15025-2172	Clairton City Allegheny 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

 PA0044270, Sewage, SIC Code 6515, Laurys MHC LLC, dba Riverview Estates MHP, 5230 Keystone Road, Laurys Station, PA 18059-1224. Facility Name: Riverview Estates MHP. This existing facility is located in North Whitehall Township, Lehigh County.

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

 The receiving stream(s), Lehigh River (TSF, MF), is located in State Water Plan watershed 2-C 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 .0375 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 .0375 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	XXX	1.17
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
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	Report	XXX	XXX	Report	Report	XXX
Total Nitrogen	Report	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	Report	XXX	XXX	20.0	40.0	40.0
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	Report	XXX
Total Phosphorus	Report	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0375 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	Report Avg Qrtly	XXX	XXX	1,000.0 Avg Qrtly	2,000.0	2,000.0

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Planning; and solids conditions.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0060097, Sewage, SIC Code 4952, PA American Water Co., 895 Wesley Drive, Mechanicsburg, PA 17055. Facility Name: Pocono Country Place Wastewater Treatment Plant (WWTP). This existing facility is located in Coolbaugh Township, Monroe County.

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

 The receiving stream(s), Dresser 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 1.25 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	104.2	Report	XXX	10.0	15.0	20.0
Ammonia-Nitrogen  Nov 1 - Apr 30	72.0	Report	XXX	7.0	14.0 Daily Max	14.0
May 1 - Oct 31	24.0	Report	XXX	2.3	4.6 Daily Max	4.6
Selenium, Total (ug/L)	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.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	74.6	111.9	XXX	7.16	10.74	14.32
Ammonia-Nitrogen  Nov 1 - Apr 30	54.4	108.8	XXX	5.22	10.44	10.44
May 1 - Oct 31	18.1	36.2	XXX	1.74	3.48	3.48
Selenium, Total (ug/L)	0.06	0.093	XXX	5.74	8.96	14.4

 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	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
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	208	Report	XXX	20.0	30.0	40.0
Total Dissolved Solids	Report	Report	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	114.6	Report	XXX	11.0	22.0	22.0
Total Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	10.4	Report	XXX	1.0	2.0	2.0
Aluminum, Total	Report	Report	XXX	Report	Report	XXX
Antimony, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Boron, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)	0.11	0.16	XXX	10.7	12.0	15.6
Cyanide, Free (ug/L)	Report	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Zinc, Total (ug/L)	0.9	1.44	XXX	120.0	138.0	138.0

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Internal Monitor Point/Outfall 101 are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX

 In addition, the permit contains the following major special conditions: Stormwater prohibition; Necessary property rights; Proper management of residuals; Planning; Chlorine minimization; SBR discharge condition; High Flow Management Plan; Changes in stream/discharge; Annual Chapter 94 Report submittal requirement; Schedule of Compliance (Ammonia-N); Solids management; WQBELs for toxic pollutants (Selenium); Whole Effluent Toxicity (WET); Stormwater (including benchmark language).

 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

 PA0063592, Sewage, SIC Code 4952, Gilberton Borough, Schuylkill County, 2710 Main Street, Mahanoy Plane, PA 17949-8023. Facility Name: Gilberton Borough POTW. This existing facility is located in Gilberton Borough, Schuylkill County.

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

 The receiving stream(s), Mahanoy Creek (WWF, MF), is located in State Water Plan watershed 6-B and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.100 MGD.—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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	1.63 Daily Max	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	20.8	33.4	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
BOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids	25.0	37.5	XXX	30.0	45.0	60.0
Total Suspended Solids Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	20.8	33.4	XXX	25.0	40.0	50.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.100 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.100 MGD.—Limits.

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

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Notification of responsible operator; Operations & Maintenance (O&M) Plan; High Flow Management Plan (HFMP); Solids management.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0065544, Storm Water, SIC Code 2033, Ocean Spray Cranberries Inc., 1 Ocean Spray Drive, Lakeville, MA 02347-1339. Facility Name: Ocean Spray Cranberries Inc., Lehigh Valley Facility. This existing facility is located in Upper Macungie Township, Lehigh 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), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-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 0 MGD.—Limits.

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

 Northeast Regional Office

 PAS212202, Storm Water, SIC Code 3273, 4212, New Enterprise Stone & Lime Co. Inc., 3912 Brumbaugh Road, New Enterprise, PA 16664-9137. Facility Name: Allentown R-M. This existing facility is located in South Whitehall Township, Lehigh 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), Unnamed Tributary to Little Cedar Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-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 0 MGD.—Limits.

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0027197, Sewage, SIC Code 4952, Capital Region Water, 3003 N Front Street, Harrisburg, PA 17110-1224. Facility Name: Harrisburg Advanced WWTP. This existing facility is located in Harrisburg City, Dauphin 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), Susquehanna River (WWF, MF) is located in State Water Plan watershed 7-C and is classified for Warm Water Fishes, 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 37.7 MGD.—Limits.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	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
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	7,860	12,577	XXX	25.0	40.0 Wkly Avg	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	9,433	1,4149	XXX	30.0	45.0 Wkly Avg	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	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	3,458	XXX	XXX	11.0	XXX	22
Total Phosphorus	629	XXX	XXX	2.0	XXX	4
Aluminum, Total	Report	Report Daily Max	XXX	Report	Report	XXX
Zinc, Total	Report	Report Daily Max	XXX	Report	Report	XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	688,575 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	XXX	91,810 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 This draft permit contains special conditions for Combined Sewer Overflow (CSO) outfalls in Part C.

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0088781, Industrial, SIC Code 4911, Calpine Mid Merit LLC, 6 Hillman Drive, Chadds Ford, PA 19317-9713. Facility Name: York Energy Center. This existing facility is located in Peach Bottom Township, York 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 Susquehanna River (WWF) and Unnamed Tributary to Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-K and 7-I and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	XXX	0.2	0.5
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	110
Total Suspended Solids  Effluent Net	XXX	XXX	XXX	30.0	60.0	75.0
Oil and Grease  Effluent Net	XXX	XXX	XXX	15.0	20.0	30.0
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	Report Avg Qrtly	Report Daily Max	XXX	Report Avg Qrtly	Report	XXX
Copper, Total	Report Avg Qrtly	Report Daily Max	XXX	Report Avg Qrtly	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.—Limits.

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

 The proposed effluent limits for Outfall 100 are based on a design flow of 0.3 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
Total Suspended Solids  Effluent Net	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease  Effluent Net	XXX	XXX	XXX	15.0	20.0	30.0

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

 • Chlorine use at power plant

 • No net addition of pollutants for NCCW

 • NO PCBs may be discharged

 • Cooling tower maintenance chemicals

 • Chemical additives

 • 316(b) New Facility cooling water intakes

 • Industrial stormwater 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 not in effect.

 Southcentral Regional Office

 PAI133546, MS4, Maidencreek Township, Berks County, P.O. Box 319, Blandon, PA 19510-0319.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Maidencreek Township, Berks County. The receiving stream(s), Maiden Creek (WWF, MF), Willow Creek (CWF, MF), and Unnamed Tributary to Willow Creek (CWF, MF), is located in State Water Plan watershed 3-B and is classified for Warm Water Fishes, Migratory Fishes, and Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 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 for small MS4s, and is not in effect for large MS4s.

 Southeast Regional Office

 PA0244295, Sewage, SIC Code 1623, 4952, Franconia Township Sewer Authority, Montgomery County, 671 Allentown Road, Telford, PA 18969-2205. Facility Name: Franconia WWTP. This existing facility is located in Franconia Township, Montgomery County.

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

 The receiving stream(s), Skippack Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .15 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	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	12.5	19.0	XXX	10	15	20
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	12.5	19.0	XXX	10	15	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	XXX	2,500
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	7.5	XXX	XXX	6.0	XXX	12
Ammonia-Nitrogen  Nov 1 - Apr 30	4.0	XXX	XXX	3.0	XXX	6
May 1 - Oct 31	1.9	XXX	XXX	1.5	XXX	3
Total Phosphorus	0.12	XXX	XXX	0.1	XXX	0.2

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

 I. Other Requirements

 A. No Stormwater

 B. Property Rights

 C. Sludge Renewal

 D. TRC Minimization

 E. Small Stream Discharge

 F. CAP and WQM amendment

 G. Operator Notification

 H. O&M Plan Development

 I. DRBC Fecal Coliform

 J. TDS Determination

 II. Solids Management

 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

 PA0245704, Sewage, NAIC Code: 2213320, John & Caroline Dimascio, 27 Sylvan Drive, Pottstown, PA 19465-8321. Facility Name: 27 Sylvan Dr SRSTP. This proposed facility is located in East Coventry Township, Chester 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 Pigeon Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 500 gpd.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Daily Maximum	Instant. Maximum
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	40
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

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

 Major Special Conditions:

 • AMR to DEP

 • DMR to DEP if Attached

 • 1/year Measure Depth of Septage and Scum

 • Septic Tanks Pumped Out Every Three Years

 • No Stormwater

 • Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon STP when Municipal Sewers Available

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0244406, Storm Water, SIC Code 3273, Nyce Crete Co. Inc., 711 North County Line Road, Souderton, PA 18964. Facility Name: Nyce Crete Co. Inc. 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 stormwater.

 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 Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, 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 484-250-5910.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0043729, Sewage, SIC Code 4952, Hampton Township, 3101 McCully Road, Allison Park, PA 15101-1331. Facility Name: Allison Park STP. This existing facility is located in Hampton Township, Allegheny 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), Pine Creek (TSF), is located in State Water Plan watershed 18-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 3.2 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.2 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Copper, Total (ug/L)	XXX	XXX	XXX	24.3	38.0 Daily Max	60.8

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.2 MGD.—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 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.11
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	667.6	1,014.8	XXX	25	38	50
May 1 - Oct 31	400.6	614.2	XXX	15	23	30
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report	XXX
Total Suspended Solids	800.6	1,201.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	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 Daily Max
Ammonia-Nitrogen  Dec 1 - Feb 29	120.2	181.5	XXX	4.5	6.8	9
Mar 1 - Nov 30	40.1	61.4	XXX	1.5	2.3	3

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	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
Cyanide, Free (ug/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
PFOA (ug/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
PFOS (ug/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
PFBS (ug/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
HFPO-DA (ug/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Optimization of chlorine dosage

 • Notification of designation of responsible operator

 • Hauled-in waste restriction

 • Schedule of compliance

 • Solids management for non-lagoon system

 • WQBEL for toxic pollutants including TRE

 • Corrosion Control Feasibility Study

 • Whole Effluent Toxicity without limits

 • Requirements applicable for stormwater outfalls

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

 The EPA Waiver is not in effect.

---

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

---

 Southcentral Regional Office

 Applicant: Gettysburg Road Investors, LLC

 Applicant Address: 4732 Gettysburg Road, Mechanicsburg, PA 17055

 Application Number: PAD210112

 Application Type: New

 Municipality/County: Lower Allen Township, Cumberland County

 Project Site Name: Cedar Run Business Center

 Total Earth Disturbance Area (acres): 14.67 acres

 Surface Waters Receiving Stormwater Discharges: Cedar Run via Wetlands, (EV, MF)

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

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

 Project Description: Construct two buildings with site improvements.

 Special Conditions: Wetland Monitoring

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

 Northeast Regional Office

 Applicant: Overlook at Nazareth, LLC

 Applicant Address: 4511 Falmer Drive, Bethlehem, PA 18020-9796

 Application Number: PAD480216

 Application Type: New

 Municipality/County: Upper Nazareth Township, Northampton County

 Project Site Name: Overlook Estates—West

 Total Earth Disturbance Area (acres): 28.28 acres

 Surface Waters Receiving Stormwater Discharges: UNTs to East Branch Monocacy Creek (HQ-CWF, MF) and East Branch Monocacy Creek (HQ-CWF, MF)

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

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

 Project Description: The project involves the construction of 13 single family homes with associated roads, utilities and stormwater management facilities.

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

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

 Northwest Regional Office

 Applicant: RC Realty LLC

 Applicant Address: 1067 Trout Run, Saint Marys, PA 15857

 Application Number: PAD240011

 Application Type: Major Amendment

 Municipality/County: Fox Township, Elk County

 Project Site Name: Autumn Court Subdivision

 Total Earth Disturbance Area (acres): 38.16 acres

 Surface Waters Receiving Stormwater Discharges: Byrnes 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: Major modification of permitted residential subdivision. Initial permit covered stormwater management associated with initial site grading and roadway construction. This modification is to address full stormwater management for individual lot development.

 Special Conditions: Standard Part C IX—L and the following site-specific conditions from the original permit involving future development: M. Future Development. 1. Any future lot development on any portion, part, or during any stage of construction on the permitted site, regardless of the amount of earth disturbance, shall implement erosion and sedimentation controls that comply with 25 Pa. Code § 102.11(a)(1). 2. Any corresponding stormwater management best management practices (BMPs) that may be required for any future lot development will also need to comply with 25 Pa. Code § 102.11(a)(2). 3. In the case of future earth disturbance, whether for E&S BMP or PCSM BMP installation, the applicant or a coapplicant shall submit a Major Modification to the individual NPDES Permit for Stormwater Discharges Associated With Construction Activities prior to commencing the earth disturbance activity. 4. All approved PCSM BMPs as shown on the original PCSM plan drawings and in the Individual Application documents shall be maintained and the existing wetlands shall be preserved and protected to the best extent possible.

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

 Southeast Regional Office

 Applicant: Chad Byers

 Applicant Address: 35 Wyndemere Lake Drive, Chester Springs, PA 19425-3608

 Application Number: PAD150104 A-1

 Application Type: Major Amendment

 Municipality/County: West Vincent Township, Chester County

 Project Site Name: 21 & 35 Wyndemere Lake Drive

 Total Earth Disturbance Area (acres): 5.0 acres

 Surface Waters Receiving Stormwater Discharges: Unnamed Trib to Pickering 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 project proposes to amend an existing NPDES permit originally consisting of site grading and stormwater management. This revision accounts for adding the construction of a single family residence with associated impervious areas. A proposed subsurface stormwater management system is to be constructed for the entire project scope.

 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 Boulevard, Exton, PA 19341-1159

 Application Number: PAD150350

 Application Type: New

 Municipality/County: Uwchlan Township, Chester County

 Project Site Name: Eagleview Market at Town Center

 Total Earth Disturbance Area (acres): 3.48 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 Applicant proposes to construct a multi-use building with a 14,000 sf market on the ground floor and apartments on the upper floors, associated parking spaces, sidewalks and landscaping. 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.

 Northeast Regional Office

 Applicant: One More Tumble Creek, LLC

 Applicant Address: 4511 Falmer Drive, Bethlehem, PA 18020-9796

 Application Number: PAD480213

 Application Type: New

 Municipality/County: Bushkill Township, Moore Township, Northampton County

 Project Site Name: The Enclave at Bushkill

 Total Earth Disturbance Area (acres): 27.44 acres

 Surface Waters Receiving Stormwater Discharges: Bushkill Creek (HQ-CWF, MF) and EV Wetlands

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

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

 Project Description: The project involves the construction of a 14-lot residential subdivision with associated roads, utilities and stormwater management facilities.

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

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

 Southeast Regional Office

 Applicant: Moser Construction Management, LLC

 Applicant Address: 1171 Lancaster Avenue, Suite 201, Berwyn, PA 19312-2602

 Application Number: PAD150345

 Application Type: New

 Municipality/County: London Grove Township, Chester County

 Project Site Name: Yeatman Tract

 Total Earth Disturbance Area (acres): 74.63 acres

 Surface Waters Receiving Stormwater Discharges: UNT to E Branch White Clay Creek (EV, MF)

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

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

 Project Description: The project proposes the construction of 286 dwellings in a mix of single family attached and detached residential units with associated amenities and road/utility infrastructure.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: NorthPoint Development, LLC

 Applicant Address: 3315 North Oak Trafficway, Kansas City, MO 64116

 Application Number: PAD540013

 Application Type: Renewal

 Municipality/County: Mahanoy Township, Ryan Township, Schuylkill County

 Project Site Name: Mahanoy Business Park/Mountain Valley Logistics

 Total Earth Disturbance Area (acres): 259.9 acres

 Surface Waters Receiving Stormwater Discharges: 1. Hosensock Creek (CWF, MF) 2. Codorus Creek (CWF, MF) 3. UNT to Mill Creek (CWF, MF) 4. EV Wetlands

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

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

 Project Description: The renewal of PAD540013, which involves the construction of a warehouse/distribution center consisting of two buildings with access from SR 54 and SR 1006.

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

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

 Southwest Regional Office

 Applicant: Esplanade Partners, LP

 Applicant Address: 380 Southpointe Boulevard, Suite 400, Canonsburg, PA 15317

 Application Number: PAD020077

 Application Type: New

 Municipality/County: City of Pittsburgh, Allegheny County

 Project Site Name: Esplanade

 Total Earth Disturbance Area (acres): 16 acres

 Surface Waters Receiving Stormwater Discharges: Ohio 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: Mixed-use redevelopment of existing URA Brown-field and private industrial parcels for new retail and restaurants, rental and for-sale housing, and office or life science building.

 Special Conditions: 1. Earth disturbance may not commence until all Act 537 authorizations have been obtained. 2. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 remediation plan or site characterization provided with this application are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). a). If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified and measures implemented to contain potential pollution sources immediately upon discovery. b). Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance. 3. This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance.

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

 Southwest Regional Office

 Applicant: PennDOT District 11-0

 Applicant Address: 45 Thoms Run Road, Bridgeville, PA 15017

 Application Number: PAD040117

 Application Type: New

 Municipality/County: Potter Township, Beaver County

 Project Site Name: SR 18-B61 Frankfort Road

 Total Earth Disturbance Area (acres): 7.61 acres

 Surface Waters Receiving Stormwater Discharges: Raccoon Creek (WWF)

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

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

 Project Description: The Pennsylvania Department of Transportation (PennDOT) District 11-0 proposing to replace a bridge in Potter Township, Beaver County. The project involves replacing the existing single span through truss bridge on SR 0018 (Frankfort Road) over Raccoon Creek. This bridge, constructed in the early 1930s, is in poor condition and needs to be replaced. The new bridge will be built on a new alignment approximately 67 feet downstream from the current structure. Key changes include raising the profile across the new structure to improve sight distance, eliminating the existing sidewalk along the southbound lane, and adding a new 5-foot sidewalk along the northbound lane. The intersection of SR 0018 with Nova Chemicals, Inc. and SR 3019 (Raccoon Creek Road) will be relocated approximately 60 feet west to accommodate the new alignment. Additional work will involve pavement markings, sign upgrades, stormwater management, and full-depth pavement activities.

 Special Conditions: 1. This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance. 2. All limitations, conditions, procedures, testing, and monitoring which is in the Soil Management Plan (SMP) and/or any Act 2 approved remediation plan or site characterization provided with this application are to be followed. No deviation from the SMP is permitted without written authorization from the Department (DEP). a). If contaminants or conditions with the potential to cause pollution are found during construction which are beyond the scope of the SMP or Act 2 considerations, DEP and the County Conservation District shall be notified and measures implemented to contain potential pollution sources immediately upon discovery. b). Any contaminated material to be transported and disposed of off-site including but not limited to pumped groundwater may require permitting with DEP's Waste Management or Clean Water programs. These permits should be anticipated and shall be secured prior to earth disturbance. c). The contractor shall develop a written SMP using the SMP guidelines provided with this application prior to beginning earth disturbance. The plan shall be submitted to the Department prior to conducting earth disturbance. Should this plan cause any alterations to the approved E&S/PCSM Plans, an amendment application shall be submitted immediately. 3. Infiltration testing shall be performed after construction of PCSM BMPs to verify the accuracy of the assumed infiltration rates used in the design of PCSM BMPs. Any deviation from the designed rates used in the calculations included with the approved permit application must be presented to the Department and demonstrated to not negatively impact the basins functions prior to submission of the Notice of Termination (NOT) for the permit. If a deviation from the design rates occurs which will cause Volume and Water Quality provided by the BMPs to no longer meet the regulations and/or guidance (SWM Manual or other DEP guidance) or otherwise negatively impact the function of these BMPs, a plan amendment must be submitted with calculations demonstrating regulatory compliance prior to submission of the Notice of Termination (NOT) for the permit.

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

 Northeast Regional Office

 Applicant: Slater Holdings, LLC

 Applicant Address: 1900 N. Atlantic Avenue, Daytona Beach, FL 32118

 Application Number: PAD450092

 Application Type: Renewal

 Municipality/County: Smithfield Township, Monroe County

 Project Site Name: Vigon International, Inc., New Warehouse & Manufacturing Facility

 Total Earth Disturbance Area (acres): 16.87 acres

 Surface Waters Receiving Stormwater Discharges: EV Wetlands to UNT to Sambo Creek (EV/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: 260,000 SF Warehouse/manufacturing facility with associated access drive, parking lots and aboveground infiltration basin.

 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: Tel Hai Retirement Community

 Applicant Address: 1200 Tel Hai Circle, Honey Brook, PA 19344

 Application Number: PAD150221 A-1

 Application Type: Major Amendment

 Municipality/County: Honey Brook Township, Chester County

 Project Site Name: Tel Hai Retirement Community—NPDES Phase 5

 Total Earth Disturbance Area (acres): 74.27 acres

 Surface Waters Receiving Stormwater Discharges: UNT to West Branch Brandywine Creek (HQ-TSF, MF), Two Log Run (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: NPDES Phases 2—4 have been completed. Phase 5 represents a major amendment to the existing permit and includes the construction of 36 hybrid garden apartment units, 42 HUD apartments, 44 cottages, 32 additional skilled nursing beds, and a 5,600 sf ambulance building. The project will also include associated storm, utility, and vehicular infrastructure.

 Special Conditions: N/A

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

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