NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 5987]
[Saturday, September 21, 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
PAD390169	Chapter 102 Individual NPDES Permit	Transfer	CSW Furnace Street Emmaus LP FSE GP LLC 1300 Virginia Drive Fort Washington, PA 19034-3221	Emmaus Borough Lehigh County	NERO
0924811	Joint DEP/PFBC Pesticides Permit	New	Hammonds Michael & Quinn 447 Lurgan Road New Hope, PA 18938-9214	Upper Makefield Township Bucks County	SERO
1514824	Joint DEP/PFBC Pesticides Permit	New	Doughty Fred 60 Bertolet School Road Spring City, PA 19475-3304	South Coventry Township Chester County	SERO
4621821	Joint DEP/PFBC Pesticides Permit	Amendment	Rubin Michael 600 Great Springs Road Bryn Mawr, PA 19010-1702	Lower Merion Township Montgomery County	SERO
5124802	Joint DEP/PFBC Pesticides Permit	New	US FWS 8601 Lindbergh Boulevard Philadelphia, PA 19153-2501	Philadelphia City Philadelphia County	SERO
0124401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	New	1845 Baltimore PK LLC 440 Stone Jug Road Biglerville, PA 17307-9097	Mount Joy Township Adams County	SCRO
2570203	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Amendment	Erie City Water Authority Erie County 240 W 12th Street Erie, PA 16501-1706	Erie City Erie County	NWRO
NNOEXSC16	No Exposure Certification	Renewal	DHL Supply Chain 5 True Temper Drive Carlisle, PA 17015-6905	Dickinson Township Cumberland County	SCRO
NOEXNE065	No Exposure Certification	New	Lineage Logistics LLC 2201 N Park Drive Hazleton, PA 18202	Hazle Township Luzerne County	NERO
NOEXNW128	No Exposure Certification	Renewal	Amphenol Thermometrics Inc. 967 Windfall Road Saint Marys, PA 15857-3333	Saint Marys City Elk County	NWRO
NOEXSC113	No Exposure Certification	Renewal	Kennametal Inc. 1600 Technology Way Latrobe, PA 15650-4647	Bedford Township Bedford County	SCRO
NOEXSC235	No Exposure Certification	Renewal	USPS Lancaster 1400 Harrisburg Pike Lancaster, PA 17604-1000	Manheim Township Lancaster County	SCRO
NOEXSC237	No Exposure Certification	Renewal	ABF Freight System Inc. 3801 Old Greenwood Road Fort Smith, AR 72903-5937	Reading City Berks County	SCRO
NOEXSC244	No Exposure Certification	Renewal	YGS Group Inc. 3650 W Market Street York, PA 17404-5813	West Manchester Township York County	SCRO
NOEXSC432	No Exposure Certification	New	Northpoint Development LLC 3315 N Oak Trfy Kansas City, MO 64116-2775	Springettsbury Township York County	SCRO
NOEXSE368	No Exposure Certification	New	UPS Inc. 55 Glenlake Parkway Atlanta, GA 30328	Sharon Hill Borough Delaware County	SERO
NOEXSW048	No Exposure Certification	Renewal	Snyder of Berlin P.O. Box 85 1313 Stadium Street Berlin, PA 15530-0085	Berlin Borough Somerset County	SWRO
NOEXSW203	No Exposure Certification	Renewal	Kitron Tech Inc. 345 Pomroys Drive Windber, PA 15963-2425	Windber Borough Somerset County	SWRO
PAG033551	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Chucks Auto Salvage Inc. 1150 Greenwood Road York, PA 17408-4708	West Manchester Township York County	SCRO
PAG034093	PAG-03 NPDES General Permit for Industrial Stormwater	New	Shemas Iron Works 2505 Roundtop Road Middletown, PA 17057-3704	Londonderry Township Dauphin County	SCRO
PAG041415	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Gross Brandon 25478 State Highway 89 Spartansburg, PA 16434-2940	Sparta Township Crawford County	NWRO
PAG041418	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	McDaniel Daniel 492 Fairview Road Titusville, PA 16354-7540	Cherrytree Township Venango County	NWRO
PAG044001	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Ile William 301 Benedict Road Wellsborg, PA 17365	Lurgan Township Franklin County	SCRO
PAG044003	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Renewal	Adrienne A & Steven W Hawkins II 7723 Wertzville Road Carlisle, PA 17013-9021	Middlesex Township Cumberland County	SCRO
PAG044006	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Renewal	Nelson Kevin & Nelson Melissa 12 Chestnut Grove Lane Newville, PA 17241-8780	Upper Frankford Township Cumberland County	SCRO
PAG044007	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Renewal	Mansfield Kenneth L 130 Creek Road Newville, PA 17241	West Pennsboro Township Cumberland County	SCRO
PAG044008	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Renewal	Zemir Alic 191 Shatto Drive Carlisle, PA 17013-2120	North Middleton Township Cumberland County	SCRO
PAG046488	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Tiger Edward 311 Dug Hill Road Mount Pleasant, PA 15666-2394	Mount Pleasant Township Westmoreland County	SWRO
PAG123824	PAG-12 NPDES General Permit for CAFOs	Renewal	Leonard Hoover 6188A Old US 22 Bernville, PA 19506-8457	Upper Tulpehocken Township Berks County	SCRO
PAG136193	PAG-13 NPDES General Permit for MS4s	Renewal	North Irwin Borough Westmoreland County 21 2nd Street Irwin, PA 15642-3326	North Irwin Borough Westmoreland County	SWRO
PAG136204	PAG-13 NPDES General Permit for MS4s	Transfer	Collier Township Allegheny County 2418 Hilltop Road Presto, PA 15142-1176	Collier Township Allegheny County	SWRO
0498401	Pump Stations Individual WQM Permit	Amendment	Big Beaver Borough Beaver County 715 15th Street Beaver Falls, PA 15010-4124	Beaver Falls City Beaver County	SWRO
0224405	Sewer Extensions Individual WQM Permit	New	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
0273415	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
1724401	Sewer Extensions Individual WQM Permit	New	Sandy Township Clearfield County P.O. Box 267 Du Bois, PA 15801-0267	Sandy Township Clearfield County	NCRO
2722	Sewer Extensions Individual WQM Permit	Amendment	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
4474	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
5937	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
8954	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
9286	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
PA0285170	Single Residence STP Individual NPDES Permit	Transfer	Morse Andrea 4937 Wexford Run Road Bradfordwoods, PA 15015-1327	Springfield Township Fayette County	SWRO
0924402	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Betz Christian 5506 Silo Hill Road Doylestown, PA 18902-9139	Plumstead Township Bucks County	SERO
2623400	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Morse Andrea 4937 Wexford Run Road Bradfordwoods, PA 15015-1327	Springfield Township Fayette County	SWRO
WQG02462404	WQG-02 Pump Station WQM General Permit	New	Timothy Tieperman 1286 Black Rock Road Phoenixville, PA 19460-1233	Upper Providence Township Montgomery County	SERO

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II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

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 Northcentral Regional Office

 PA0218839, Sewage, SIC Code 4952, Indiana County Municipal Service Authority, 602 Kolter Drive, Indiana, PA 15701-3570. Facility Name: Cherry Tree STP. This existing facility is located in Burnside Township, Clearfield County.

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

 The receiving stream(s), West Branch Susquehanna River (WWF, MF), is located in State Water Plan watershed 8-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 .08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	16	26	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	20	30	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
Ammonia-Nitrogen	Report	Report	XXX	Report	Report	XXX
Copper, Total	Report	XXX	XXX	Report	XXX	XXX
Ultraviolet light dosage  (mjoules/cm2)	XXX	XXX	Report	XXX	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Other Requirements

 • Solids Management

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

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0228648, Sewage, SIC Code 4952, Jackson Township Municipal Authority, Tioga County, 30 Wisteria Way, Millerton, PA 16936-9355. Facility Name: Jackson Township Municipal Authority Millerton Sewer System STP. This existing facility is located in Jackson Township, Tioga 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 Seeley Creek (CWF), is located in State Water Plan watershed 4-B 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 0.11 MGD.

	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	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.17
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	23	37	XXX	25.0	40.0	50
May 1 - Oct 31	18	28	XXX	20.0	30.0	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	28	41	XXX	30.0	45.0	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
Ammonia-Nitrogen  Nov 1 - Apr 30	16.5	24.8	XXX	18.0	27.0	36
May 1 - Oct 31	5.5	8.3	XXX	6.0	9.0	12
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0044997, Sewage, SIC Code 4952, Mount Pocono Municipal Authority, Monroe County, 1361 Pocono Boulevard, Mount Pocono, PA 18344-1045. Facility Name: Mt Pocono Municipal Authority WWTP. This existing facility is located in Mount Pocono Borough, 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), Forest Hills Run (HQ-CWF), is located in State Water Plan watershed 1-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.400 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	0.400	Report Daily Max	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.10	XXX	0.33
Temperature (deg F) (°F)  Jan 1 - 31	XXX	XXX	XXX	XXX	41.6 Daily Max	XXX
Feb 1 - 29	XXX	XXX	XXX	XXX	42.2 Daily Max	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	46.7 Daily Max	XXX
Apr 1 - 30	XXX	XXX	XXX	XXX	63 Daily Max	XXX
May 1 - 15	XXX	XXX	XXX	XXX	64 Daily Max	XXX
May 16 - 31	XXX	XXX	XXX	XXX	69 Daily Max	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	72.3 Daily Max	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	75 Daily Max	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	77.3 Daily Max	XXX
Aug 1 - 31	XXX	XXX	XXX	XXX	75 Daily Max	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	70.7 Daily Max	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	63.2 Daily Max	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	55.8 Daily Max	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	51.2 Daily Max	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	49.0 Daily Max	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	47.2 Daily Max	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	43.3 Daily Max	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	6.1	9.2	XXX	10.0	15.0	20.0
Total Suspended Solids	18.5	27.8	XXX	30.0	45.0	60.0
Nitrate-Nitrite as N	8.5	17.0 Daily Max	XXX	13.8	27.6 Daily Max	27.6
Ammonia-Nitrogen  Nov 1 - Apr 30	5.0	10.0 Daily Max	XXX	8.1	16.2 Daily Max	16.2
Ammonia-Nitrogen  May 1 - Oct 31	1.6	3.3 Daily Max	XXX	2.7	5.4 Daily Max	5.4
Total Phosphorus	0.6	1.2 Daily Max	XXX	1.0	2.0 Daily Max	2.0
Copper, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Lead, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Zinc, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.400 MGD (Tier 1).—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	0.400	Report Daily Max	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.06
Jan 1 - 31	XXX	XXX	XXX	XXX	39.8 Daily Max	XXX
Feb 1 - 29	XXX	XXX	XXX	XXX	40.2 Daily Max	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	42.7 Daily Max	XXX
Apr 1 - 15	XXX	XXX	XXX	XXX	50.4 Daily Max	XXX
Apr 16 - 30	XXX	XXX	XXX	XXX	54.3 Daily Max	XXX
May 1 - 15	XXX	XXX	XXX	XXX	55.5 Daily Max	XXX
May 16 - 31	XXX	XXX	XXX	XXX	60.6 Daily Max	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	61.3 Daily Max	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	65.9 Daily Max	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	67.2 Daily Max	XXX
Aug 1 - 31	XXX	XXX	XXX	XXX	67.0 Daily Max	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	64.7 Daily Max	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	60.3 Daily Max	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	54.2 Daily Max	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	50.1 Daily Max	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	48.1 Daily Max	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	46.3 Daily Max	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	42.0 Daily Max	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	7.7	11.6	XXX	10.0	15.0	20.0
Total Suspended Solids	23.2	34.8	XXX	30.0	45.0	60.0
Nitrate-Nitrite as N	8.5	17.0 Daily Max	XXX	13.8	27.6 Daily Max	27.6
Ammonia-Nitrogen  Nov 1 - Apr 30	3.4	6.9 Daily Max	XXX	4.5	9.0 Daily Max	9.0
May 1 - Oct 31	1.1	2.3 Daily Max	XXX	1.5	3.0 Daily Max	3.0
Total Phosphorus	0.7	1.5 Daily Max	XXX	1.0	2.0 Daily Max	2.0
Copper, Total (ug/L)	0.039	0.064 Daily Max	XXX	11.7	19.3 Daily Max	29.3
Lead, Total (ug/L)	0.014	0.017 Daily Max	XXX	4.33	5.06 Daily Max	10.8
Zinc, Total (ug/L)	0.47	0.47 Daily Max	XXX	141.0	141.0 Daily Max	141

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.500 MGD (Tier 2).—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.500	Report	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.05
Temperature (deg F) (°F)  Jan 1 - 31	XXX	XXX	XXX	XXX	39.8	XXX
Feb 1 - 29	XXX	XXX	XXX	XXX	40.2	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	42.6	XXX
Apr 1 - 15	XXX	XXX	XXX	XXX	49.9	XXX
Apr 16 - 30	XXX	XXX	XXX	XXX	53.8	XXX
May 1 - 15	XXX	XXX	XXX	XXX	55.2	XXX
May 16 - 31	XXX	XXX	XXX	XXX	60.0	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	61.1	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	65.6	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	67.0	XXX
Aug 1 - 31	XXX	XXX	XXX	XXX	66.8	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	64.6	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	60.3	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	54.2	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	50.1	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	48.1	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	46.3	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	41.9	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	3.4	6.9	XXX	4.5	9.0	9.0
May 1 - Oct 31	1.1	2.3	XXX	1.5	3.0	3.0
Copper, Total (ug/L)	0.048	0.08	XXX	11.6	19.2	29.1
Lead, Total (ug/L)	0.018	0.021	XXX	4.3	5.02	10.8
Zinc, Total (ug/L)	0.59	0.59	XXX	141.0	141.0	141

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.400 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 101 (Upstream Surface Water Monitoring Point 1) are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 102 (Downstream Surface Water Monitoring Point 2) are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Temperature (deg F) (°F)	XXX	XXX	XXX	Report	XXX	Report
Temperature, Delta (Discharge - Intake) (deg F) (°F)	XXX	XXX	XXX	XXX	2	XXX

 The proposed effluent limits for Outfall 103 (Discharge to Spray Irrigation) are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 104 (Downstream Surface Water Monitoring Point 3) are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Dry stream; Responsible operator; Changes in stream/discharge; Limitation on discharge flow; Maximum temperature change; Continuous discharge; Consent decree incorporated by reference; SBR storm mode sampling requirement; Land discharge (spray irrigation) reporting; Schedule of compliance (ammonia and temperature limits); Solids management; WQBELs for toxic pollutants

 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

 PA0063894, Industrial, SIC Code 4941, Municipal Authority of the Borough of Minersville, 2 East Sunbury Street, Minersville, PA 17954-1719. Facility Name: Minersville Water Treatment Plant. This existing facility is located in Cass Township, Schuylkill 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), Dyer Run (CWF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.18 MGD.

	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.)  Influent	XXX	XXX	Report	XXX	Report Max	XXX
pH (S.U.)	XXX	XXX	Report	XXX	9.0 Max	XXX
pH (S.U.)  Effluent Net	XXX	XXX	0.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75.0
Aluminum, Total	Report	Report	XXX	4.0	8.0	10.0
Iron, Total	Report	Report	XXX	2.0	4.0	5.0
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
Total Dissolved Solids	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Sedimentation Basin Cleaning

 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

 PA0276707, Storm Water, SIC Code 3363, Bardane Manufacturing Co., P.O. Box 70, Jermyn, PA 18433-0070. Facility Name: Bardane Manufacturing. This existing facility is located in Jermyn Borough, Lackawanna County.

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

 The receiving stream, Lackawanna River (HQ-CWF, MF), is located in State Water Plan watershed 5-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Stormwater Monitoring Requirements

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 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

 PAS802209, Storm Water, SIC Code 3700, 4213, Jenstar of Allentown I, 551 Cooper Road, West Berlin, NJ 08091-3863. Facility Name: Werner Enterprises Allentown. 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), 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—Stormwater.

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • 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.

 Northwest Regional Office

 PA0265217, Sewage, SIC Code 4952, 8800, Velma Chizewick, 20 N Branch Road, Eldred, PA 16731-3902. Facility Name: Velma Chizewick SRSTP. This existing facility is located in Eldred Township, McKean County.

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

 The receiving stream(s), Indian Creek (CWF), is located in State Water Plan watershed 16-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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
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

 PA0271501, Sewage, SIC Code 4952, Perry Township, Mercer County, P.O. Box 69, Hadley, PA 16130. Facility Name: Hadley STP. This existing facility is located in Perry 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 Shenango River (TSF), is located in State Water Plan watershed 20-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 .047 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 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	9.5	15.0	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	11.0	17.0	XXX	30.0	45.0	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 intensity  (mW/cm2)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Ammonia-Nitrogen	9.5	XXX	XXX	25.0	XXX	50
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	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

 PA0295868, Sewage, SIC Code 8800, Cathy & Daniel Hart, 5522 Doris Drive, Girard, PA 16417-8806. Facility Name: Cathy & Daniel Hart SRSTP. This proposed facility is located in Girard 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), Unnamed Stream (HQ-CWF, MF), is located in State Water Plan watershed 15-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
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

 PA0296015, Sewage, SIC Code 8800, Traci Barnes, 162 Jackson Road, Saint Marys, PA 15857-3230. Facility Name: Traci Barnes SRSTP. This proposed facility is located in Saint Marys City, Elk County.

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

 The receiving stream(s), Unnamed Tributary to South Fork West Creek (HQ-CWF, MF), is located in State Water Plan watershed 8-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0266833, Sewage, SIC Code 6514, Mike E & Rebecca L Stamy, 575 Mountain Road, Boiling Springs, PA 17007-9520. Facility Name: 575 Mountain Road SRSTP. This existing facility is located in South Middleton Township, Cumberland County.

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

 The receiving stream(s), Old Town Run (HQ-CWF, MF), is located in State Water Plan watershed 7-E 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 .0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
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 717-705-4732.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PAS503501, Storm Water, SIC Code 4953, Reworld Harrisburg, 1670 S 19th Street, Harrisburg, PA 17104-3201. Facility Name: Susquehanna Resource Management Complex. 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 stormwater associated with industrial activity.

 The receiving stream(s), Spring Creek (CWF, MF), is located in State Water Plan watershed 7-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001—004 and 006:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

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

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for COD, TSS, pH, and BOD₅)

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245640, Sewage, SIC Code 8811, Christian Betz, 5506 Silo Hill Road, Doylestown, PA 18902-9139. Facility Name: 5506 Silo Hill Rd SFTF. This proposed facility is located in Plumstead Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary of North 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Annual	Maximum	IMAX
Flow (MGD)	Report Annual 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	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 Other Requirements:

 • AMR

 • DMR

 • Depth of septage

 • Pump septic tanks

 • Chlorine minimization

 • No stormwater

 • Property rights

 • Solid waste management

 • Municipal sewage facilities

 • UV disinfection

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0026891, Sewage, SIC Code 4952, the Authority of the Borough of Charleroi, P.O. Box 211, Charleroi, PA 15022-0211. Facility Name: Charleroi Borough STP. This existing facility is located in Charleroi Borough, Washington County.

 Description of Existing Activity: The application is for an NPDES permit amendment to extend compliance dates for a Long-Term Control Plan for Combined Sewer Overflows by 2.5 years. Effluent limits, monitoring requirements, and all other terms and conditions of the permit remain unchanged.

 The receiving stream, the Monongahela River (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 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

 PA0093475, Sewage, SIC Code 4952, Findlay Township Municipal Authority, 1271 Route 30, Clinton, PA 15026-1537. Facility Name: Potato Garden Run STP. This existing facility is located in Findlay 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), Unnamed Tributary of 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 0.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Average Monthly	Weekly Average	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Average Monthly	Weekly Average	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
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	100.0	150.0	25.0	37.0	XXX	50
May 1 - Oct 31	75.0	115.0	19.0	28.0	XXX	38
Biochemical Oxygen Demand (BOD5)  Intake	Report	Report Daily Max	Report	XXX	XXX	XXX
Total Suspended Solids	125.0	185.0	30.0	45.0	XXX	60
Total Suspended Solids  Intake	Report	Report Daily Max	Report	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
Ultraviolet light transmittance (%)	XXX	XXX	Report Inst Min	Report Avg Mo	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	16.0	XXX	4.0	XXX	XXX	8.5
May 1 - Oct 31	8.0	XXX	2.0	XXX	XXX	4

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

 • None

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0255459, Sewage, SIC Code 8811, Peters Bradley W, 157 Barr Road, Finleyville, PA 15332-3708. Facility Name: Peters SRSTP. This existing facility is located in Nottingham Township, Washington County.

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

 The receiving stream(s), Unnamed Tributary to Mingo Creek (HQ-TSF), is located in State Water Plan watershed 19-C and is classified for 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 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10.0

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

 Ultraviolet (UV) Disinfection

 The UV disinfection contact surface must be cleaned at least monthly to ensure adequate disinfection. The AMR must include the date(s) that the UV contact surface is cleaned.

 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

 PA0285331, Sewage, SIC Code 8800, Rachel Stainbrook, 210 E George Street, Carmichaels, PA 15320-1204. Facility Name: Stainbrook Properties SFTF. This proposed facility is located in Morris Township, Greene County.

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

 The receiving stream(s), Unnamed Tributary of Bates Fork (HQ-WWF), is located in State Water Plan watershed 19-B and is classified for High Quality Waters—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 0.0008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.0008	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	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	5.0	XXX	10.0

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

 • None

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0000892, Industrial, SIC Code 3356, Westinghouse Electric Co., 559 Westinghouse Road, Blairsville, PA 15717-4130. Facility Name: Westinghouse Electric Specialty Metals Plant Blairsville. This existing facility is located in Derry Township, Westmoreland 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), Conemaugh River (WWF), is located in State Water Plan watershed 18-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 IMP 101 are based on a design flow of .090 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	7.5	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	31.9	67.1	XXX	12.0	15.0	18.75
Oil and Grease	19.6	32.7	XXX	10.0	10.0	XXX
Ammonia-Nitrogen	13.8	31.5	XXX	58.6	133.3	166.6
Aluminum, Total (lbs/mo)	Report Total Mo	XXX	XXX	Report	Report	XXX
Aluminum, Total (lbs/year)	XXX	256 Total Annual	XXX	XXX	XXX	XXX
Chromium, Total	0.0425	0.104	XXX	0.15	0.37	0.46
Cyanide, Total	0.0283	0.0684	XXX	0.08	0.2	0.25
Fluoride, Total	6.23	14.0	XXX	26.4	59.5	74.4
Iron, Total (lbs/mo)	Report Total Mo	XXX	XXX	Report	Report	XXX
Iron, Total (lbs/year)	XXX	512 Total Annual	XXX	XXX	XXX	XXX
Manganese, Total (lbs/mo)	Report Total Mo	XXX	XXX	Report	Report	XXX
Manganese, Total (lbs/year)	XXX	341 Total Annual	XXX	XXX	XXX	XXX
Nickel, Total	0.300	0.453	XXX	0.37	0.55	0.69
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 IMP 101 are based on a design flow of .090 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	7.5	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	31.9	67.1	XXX	12.0	15.0	18.75
Oil and Grease	19.6	32.7	XXX	10.0	10.0	XXX
Ammonia-Nitrogen	13.8	31.5	XXX	58.6	133.3	166.6
Aluminum, Total (lbs/mo)	Report Total Mo	XXX	XXX	0.75	0.75	XXX
Aluminum, Total (lbs/year)	XXX	256 Total Annual	XXX	XXX	XXX	XXX
Chromium, Total	0.0425	0.104	XXX	0.15	0.37	0.46
Cyanide, Total	0.0283	0.0684	XXX	0.08	0.2	0.25
Fluoride, Total	6.23	14.0	XXX	26.4	59.5	74.4
Iron, Total (lbs/mo)	Report Total Mo	XXX	XXX	1.5	3.0	XXX
Iron, Total (lbs/year)	XXX	512 Total Annual	XXX	XXX	XXX	XXX
Manganese, Total (lbs/mo)	Report Total Mo	XXX	XXX	1.0	2.0	XXX
Manganese, Total (lbs/year)	XXX	341 Total Annual	XXX	XXX	XXX	XXX
Nickel, Total	0.300	0.453	XXX	0.37	0.55	0.69
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 IMP 201 are based on a design flow of .0037 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
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
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 201 are based on a design flow of .0037 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
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
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 301 are based on a design flow of .0098 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Trichloroethylene	XXX	XXX	XXX	0.072	XXX	0.144

 The proposed effluent limits for Outfall 002:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Trichloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Trichloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Trichloroethylene (ug/L)	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0091227, Industrial, SIC Code 2819, Calgon Carbon Corporation, 200 Neville Road, Pittsburgh, PA 15225-1620. Facility Name: Calgon Carbon Corporation—Neville Island Plant. This existing facility is located in Neville Township, Allegheny County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.394 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	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 IMP 101 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.250 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	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 102 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.031 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	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 005 are based on a design flow of 0.031 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Mercury, Total (ug/L)	XXX	XXX	XXX	0.012	0.019	0.03
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	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 105 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

 • Until there is an analytical method approved in 40 CFR Part 136 for PFAS monitoring, all PFAS monitoring shall be conducted using EPA Method 1633. PFAS monitoring shall include the 40 parameters analyzed by Method 1633. The lab results pages showing the results for all 40 PFAS parameters must be attached to the quarterly DMRs for outfall 001, 002 and 005—009. In addition, the results for PFOA, PFOS, HFPO-DA and PFBS must be individually entered on the quarterly DMRs.

 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

 PA0204889, Industrial, SIC Code 4111, Allegheny County Port Authority, 345 6th Avenue, Pittsburgh, PA 15222-2541. Facility Name: Harmar Garage Port Authority Allegheny County. This existing facility is located in Harmar Township, Allegheny County.

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

 The receiving stream(s), Deer Creek (WWF), is located in State Water Plan watershed 18-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Iron, Dissolved	XXX	XXX	XXX	3.5	7.0	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	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Iron, Dissolved	XXX	XXX	XXX	3.5	7.0	XXX

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0204901, Industrial, SIC Code 4111, Allegheny County Port Authority, 345 6th Avenue, Pittsburgh, PA 15222-2541. Facility Name: Port Authority Ross Township Garage. This existing facility is located in Ross Township, Allegheny County.

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

 The receiving stream(s), Nelson Run (WWF), is located in State Water Plan watershed 18-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Iron, Dissolved	XXX	XXX	XXX	3.5	7.0	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	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
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
Iron, Dissolved	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

 PA0218081, Industrial, SIC Code 3547, Whemco Steel Castings Inc., 601 W 7th Avenue, Homestead, PA 15120-1064. Facility Name: Whemco Steel Castings Inc. This existing facility is located in West Homestead Borough, Allegheny County.

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

 The receiving stream(s), Monongahela River (WWF), Streets Run (WWF), and West Run (WWF), is located in State Water Plan watershed 19-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

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

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

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

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.057 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	1.17	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Acrylonitrile (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dichlorobromomethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chloroform (ug/L)	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 006 are based on a design flow of 0.057 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.276	0.288	XXX
Temperature (°F)	XXX	XXX	XXX	Report	XXX	110
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	0.008	0.012	XXX	16.3	25.4	XXX
Iron, Total	1.17	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	0.068	0.11	XXX	142.0	222.0	XXX
Acrolein (ug/L)	0.002	0.003	XXX	4.4	6.87	XXX
Acrylonitrile (ug/L)	0.0004	0.0007	XXX	5.0	5.0	XXX
Dichlorobromomethane (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	0.002	0.004	XXX	5.0	7.67	XXX
Chloroform (ug/L)	XXX	XXX	XXX	14.2	22.2	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 106 are based on a design flow of 0.057 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	15.0	40.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	10.0	XXX
Iron, Total	XXX	XXX	XXX	3.4	6.8	XXX

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

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

 The proposed effluent limits for Outfall 014 are based on a design flow of 0 MGD.—Limits.

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

 Outfall 006 received WQBELs (Water Quality-Based Effluent Limits) for Acrolein, Acrylonitrile, and Bis(2-Ethylhexyl) Phthalate, despite being non-detectable. This is because the analytical method used had a high reporting limit, making it uncertain whether these compounds are present in the discharge at concentrations that would require WQBELs.

 During the 30-days comment period, the Department will allow Whemco Steel Castings Inc. to resample the discharge, and have the samples analyzed for Acrolein, Acrylonitrile, and Bis(2-Ethylhexyl) Phthalate using a quantitation limit (QL) that is no greater than the Target QLs identified. If it is determined that the pollutants are not present in the discharge at the Department's QL, the WQBELs may be removed from the Final Permit

 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

 PAI136121, MS4, Westmont Borough, Cambria County, 1000 Luzerne Street, Johnstown, PA 15905.

 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 Westmont Borough, Cambria County. The receiving stream(s), Elk Run (CWF), Tributary 45106 to Mill Creek (HQ-CWF), Tributary 45105 to Mill Creek (HQ-CWF), Tributary 45051 to Saint Clair Run (CWF), and Tributary 45049 to Elk Run are located in State Water Plan watershed 18-D and 18-E and is classified for Warm Water Fishes, Cold Water Fishes, and High Quality Waters—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 412-442-4000.

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

---

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

---

 Southcentral Regional Office

 Applicant: PPL Elec Utilities Corp

 Applicant Address: 1639 Church Road, Allentown, PA 18104

 Application Number: PA340002D

 Application Type: New

 Municipality/County: Delaware, Greenwood, and Monroe Townships and Perry, Washington, and West Perry Townships, Juniata County and Snyder County

 Project Site Name: JUNI-RFLD Rebuild

 Total Earth Disturbance Area (acres): 277.27 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Juniata River (WWF, MF), Delaware Creek (TSF, MF), Cocolamus Creek (TSF, MF), Stony Run (TSF, MF), Quaker Run (TSF, MF), West Branch Mahantango Creek (TSF, MF), North Branch Mahantango Creek (TSF, MF), Susquehecka 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: Rebuild approximately 22.77 miles of existing transmission line to address reliability and operability issues on the subject transmission system.

 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: MAHG LLC

 Applicant Address: 2210 Eagles Moore Lane, Enola, PA 17025

 Application Number: PAD380043

 Application Type: New

 Municipality/County: Union Township, Lebanon County

 Project Site Name: MAHG LLC—Proposed 81 Room Hotel

 Total Earth Disturbance Area (acres): 2.26 acres

 Surface Waters Receiving Stormwater Discharges: Swatara 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: MAHG is proposing to remove all existing structures and proposes the construction of a new 14,028 square foot, 3-story hotel with associated parking, utilities, and stormwater management facilities.

 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: PennDOT District 5-0

 Applicant Address: 1002 Hamilton Street, Allentown, PA 18101-1013

 Application Number: PAD130013

 Application Type: New

 Municipality/County: Lehighton Borough, Mahoning Township, Carbon County

 Project Site Name: SR 0443, Section 02S—Roadway Improvements

 Total Earth Disturbance Area (acres): 15.0 acres

 Surface Waters Receiving Stormwater Discharges: 1. Mahoning Creek (CWF, MF); 2. EV Wetlands

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

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

 Project Description: Reconstruction of SR 0433 beginning just west of Ashtown Drive (T-426) and ends at the intersection of East SR 0209 (Bridge Street/Bankway Street). Approximately 2.2 miles. The improvements will include roadway widening, intersection improvements, turn lanes, new guide rail, stormwater management facilities storm sewer, and curb to limit access. This project involves a renewal of PAD130013 along with a Major Amendment that will involve the conversion of an existing infiltration basin into an MRC 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.

 Northeast Regional Office

 Applicant: Triple Net Investments LII, LLC

 Applicant Address: 171 State Route 173, Suite 201, Asbury, NJ 08802-1365

 Application Number: PAD480094

 Application Type: Renewal

 Municipality/County: Forks Township, Northampton County

 Project Site Name: Lot 6 Conroy Place Land Development (Renewal)

 Total Earth Disturbance Area (acres): 5.32 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Bushkill Creek (HQ-CWF, MF)

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

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

 Project Description: Straight renewal of permit PAD480094 for continued construction of a 55,100 square foot industrial facility with driveways, parking lots, truck loading areas, and associated utilities.

 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: Aime Davis

 Applicant Address: 235 Pipeline Road, Newville, PA 17241

 Application Number: PAD210119

 Application Type: New

 Municipality/County: Lower Mifflin Township, Cumberland County

 Project Site Name: Davis Ag Operation

 Total Earth Disturbance Area (acres): 15.2 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Doubling Gap Creek (HQ-CWF, MF) and UNT to Doubling Gap Creek (HQ-CWF, MF) via 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 proposal is to construct a new poultry operation inclusive of two poultry barns (63` x 648`), manure storage, gravel driveway, gravel pads, work rooms and associated stormwater management controls.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: U.S. Industrial Club V Enterprises LLC

 Applicant Address: 5050 West Tilghman Street, Suite 435, Allentown, PA 18104

 Application Number: PAD670061 A-1

 Application Type: Major Amendment

 Municipality/County: Shrewsbury Township, York County

 Project Site Name: Elm Drive Property

 Total Earth Disturbance Area (acres): 55.00 acres

 Surface Waters Receiving Stormwater Discharges: Deer Creek (CWF, MF), UNT to Deer Creek (CWF, MF) and UNT to Deer Creek (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: Warehouse with truck docks and parking areas including road widening.

 Special Conditions: Wetland Monitoring and Riparian Forest Buffer

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

 Southcentral Regional Office

 Applicant: PA DCNR, Rothrock State Forest

 Applicant Address: 181 Rothrock Lane, Huntingdon, PA 16652

 Application Number: PAD310019

 Application Type: New

 Municipality/County: Ferguson, Harris, Potter, Jackson and Brown Townships, Centre County, Huntingdon County, and Mifflin County

 Project Site Name: Rothrock Trail Buildout

 Total Earth Disturbance Area (acres): 20.22 acres

 Surface Waters Receiving Stormwater Discharges: Centre County—Slab Cabin Run (CWF), Galbraith Gap Run (HQ-CWF), and Sinking Creek (CWF) Huntingdon County—Shingletown Branch (HQ-CWF), Laurel Run (HQ-CWF), Shavers Creek (HQ-CWF), Greenlee Run (HQ-CWF), Croyle Run (HQ-CWF), Standing Stone Creek (HQ-CWF), Black Lick Run (HQ-CWF), and East Branch Standing Stone Creek (HQ-CWF) Mifflin County—Lingle Creek (HQ-CWF), Tea Creek (HQ-CWF), and Coffee Run (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: Construction of approximately 47 miles of natural surface, single track for a recreational trail. The first phase of the proposed trail will be 8 miles.

 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: Ertle Development, LLC

 Applicant Address: 798 N 9th Street, Stroudsburg, PA 18360

 Application Number: PAD450197

 Application Type: New

 Municipality/County: Pocono Township, Monroe County

 Project Site Name: 3453 Route 611 and Bartonsville Ave.

 Total Earth Disturbance Area (acres): 4.09 acres

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

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

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

 Project Description: Construction of a retail store with vehicle Fueling Station.

 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: CVE US PA Buckingham 151, LLC

 Applicant Address: 109 W. 27th Street, 8th Floor, New York, NY 10001

 Application Number: PAD640052

 Application Type: New

 Municipality/County: Buckingham Township, Wayne County

 Project Site Name: Crea Solar

 Total Earth Disturbance Area (acres): 17.2 acres

 Surface Waters Receiving Stormwater Discharges: Factory 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 a solar power generation facility with associated infrastructure including gravel roads, solar panel arrays, electrical inverters, perimeter fencing 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.

 Southcentral Regional Office

 Applicant: Rodney Metzler

 Applicant Address: 261 Pleasant View Farms Road, Martinsburg, PA 16662

 Application Number: PAD050019

 Application Type: New

 Municipality/County: Bloomfield Township, Bedford County

 Project Site Name: Bakers Summit SWM Plan

 Total Earth Disturbance Area (acres): 13.0 acres

 Surface Waters Receiving Stormwater Discharges: Unnamed Tributary Potter Creek (HQ-CWF, MF)

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

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

 Project Description: Construction of a waste storage pond for the proper storage of animal manure prior to field application.

 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: Providence Community, Inc.

 Applicant Address: 6150 York Road, Spring Grove, PA 17362

 Application Number: PAD670031

 Application Type: Renewal

 Municipality/County: Heidelberg Township, York County

 Project Site Name: Providence Community Church

 Total Earth Disturbance Area (acres): 8.3 acres

 Surface Waters Receiving Stormwater Discharges: Codorus Creek (HQ-CWF, MF)

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

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

 Project Description: Construction of a worship center.

 Special Conditions: Riparian forest buffer

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

 Southcentral Regional Office

 Applicant: JJC Investment Properties LLC

 Applicant Address: 21 Derbyshire Drive, Carlisle, PA 17015

 Application Number: PAD210115

 Application Type: New

 Municipality/County: South Middleton Township, Cumberland County

 Project Site Name: Plaza Drive

 Total Earth Disturbance Area (acres): 3 acres

 Surface Waters Receiving Stormwater Discharges: Yellow Breeches Creek (HQ-CWF, MF)

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

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

 Project Description: This is a preliminary/final subdivision and land development plan that is to subdivide the existing zoned residential, medium density use lot into 6 new lots and propose the construction of 6 new single semi-detached dwellings.

 Special Conditions: N/A

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

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