NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 6439]
[Saturday, October 12, 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
0278206	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Amendment	West View Water Authority Allegheny County 2428 Rochester Road Sewickley, PA 15143-8667	Neville Township Allegheny County	SWRO
0494201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Amendment	Paramount Global Inc. 420 Fort Duquesne Boulevard Suite 100 Pittsburgh, PA 15222-1435	Vanport Township Beaver County	SWRO
3499401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Twin Borough Sanitary Authority Juniata County P.O. Box 118 17 River Drive Mifflin, PA 17058-0118	Milford Township	SCRO
NOEXSC259	No Exposure Certification	Renewal	Dauphin Precision Tool LLC 200 Front Street Millersburg, PA 17061-1324	Millersburg Borough Dauphin County	SCRO
NOEXSC433	No Exposure Certification	New	United Parcel Service Inc. 1821 S 19th Street Harrisburg, PA 17104-3206	West Hanover Township Dauphin County	SCRO
NOEXSC434	No Exposure Certification	New	Cobra Anchors Corp 504 Mount Laurel Avenue Temple, PA 19560-1410	Muhlenberg Township Berks County	SCRO
NOEXSE317	No Exposure Certification	New	Texas Hydraulics Holding Inc. 3410 Range Road Temple, TX 76504	Spring City Borough Chester County	SERO
PAG038592	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Richard Krishart 724 Brandy Camp Road Kersey, PA 15846-1502	Fox Township Elk County	NWRO
PAG041097	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Carpin Christopher 6080 Clark Road Erie, PA 16510-6117	Harborcreek Township Erie County	NWRO
PAG041422	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Johnston Debra 3499 Perry Highway Hadley, PA 16130-2321	Sandy Creek Township Mercer County	NWRO
PAG041424	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Henderson Theodore 83 Koncar Road Pulaski, PA 16143-1317	Shenango Township Mercer County	NWRO
PAG041425	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Malinowski Turk Robin 11904 Route 19 N Waterford, PA 16441-7784	Waterford Township Erie County	NWRO
PAG041427	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Juergens Mara 153 Cowden Road New Wilmington, PA 16142-1823	Wilmington Township Mercer County	NWRO
PAG044002	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Zimmerman Justin S 147 Sieger Road Kutztown, PA 19530-8857	Richmond Township Berks County	SCRO
PAG044005	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Eshellman Tylor 38 Cave Hill Drive Carlisle, PA 17013-1203	North Middleton Township Cumberland County	SCRO
PAG123746	PAG-12 NPDES General Permit for CAFOs	Renewal	Glenville Farms LLC 2391 Glenville Road Cochranville, PA 19330-1799	West Fallowfield Township Chester County	SCRO
PAG123890	PAG-12 NPDES General Permit for CAFOs	Renewal	Mount Rock Dairy LLC 473 Mount Rock Road Newville, PA 17241-9578	West Pennsboro Township Cumberland County	SCRO
PAG123895	PAG-12 NPDES General Permit for CAFOs	Renewal	Matter Family Farms LLC 167 Cocolamus Creek Road Millerstown, PA 17062-9332	Greenwood Township Perry County	SCRO
PAG123952	PAG-12 NPDES General Permit for CAFOs	New	Noah W Kreider & Sons 1461 Lancaster Road Manheim, PA 17545-9768	Manheim Township Lebanon County	SCRO
PAG123956	PAG-12 NPDES General Permit for CAFOs	New	Burkholder Austin 580 Wilkson Lane Fayetteville, PA 17222-9549	Guilford Township Franklin County	SCRO
0124403	Pump Stations Individual WQM Permit	New	Gettysburg Borough Municipal Authority Adams County 601 E Middle Street P.O. Box 3307 Gettysburg, PA 17325-1951	Gettysburg Borough Adams County	SCRO
2624400	Pump Stations Individual WQM Permit	New	Fairchance Georges Joint Municipal Sewer Authority Fayette County 141 Big Six Road Smithfield, PA 15478-1601	Georges Township Fayette County	SWRO
0273444	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
0706404	Sewer Extensions Individual WQM Permit	Amendment	Bellwood Borough Authority Blair County P.O. Box 96 Bellwood, PA 16617-0096	Bellwood Borough Blair County	SCRO
3668	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
5841	Sewer Extensions Individual WQM Permit	Transfer	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
PA0288152	Single Residence STP Individual NPDES Permit	Transfer	Benjamin Hoffman 47 Trotter Circle Sewickley, PA 15143-9124	Muddycreek Township Butler County	NWRO
0124402	Single Residence Sewage Treatment Plant Individual WQM Permit	New	WD Endeavors LLC 145 Edgegore Road Hanover, PA 17331	Straban Township Adams County	SCRO
0612406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Zimmerman Justin S 147 Sieger Road Kutztown, PA 19530-8857	Richmond Township Berks County	SCRO
1020405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Benjamin Hoffman 47 Trotter Circle Sewickley, PA 15143-9124	Muddycreek Township Butler County	NWRO
4698432	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Davis Nathan J & Jessica Hibbard 220 Idell Street Philadelphia, PA 19119	Lower Gwynedd Township Montgomery County	SERO
6524412	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Mastorovich Matthew & Beth 154 Silvis Road Export, PA 15632-1174	Washington Township Westmoreland County	SWRO
6524413	Small Flow Treatment Facility Individual WQM Permit	New	Carnegie Institution 4400 Forbes Avenue Pittsburgh, PA 15213-4007	Cook Township Westmoreland County	SWRO

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

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 Northcentral Regional Office

 PA0024406, Sewage, SIC Code 4952, Mount Carmel Municipal Authority, 137 West Fourth Street, Mount Carmel, PA 17851-2061. Facility Name: MCMA WWTF. This existing facility is located in Mount Carmel Township, Northumberland 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), Shamokin Creek (WWF, MF), is located in State Water Plan watershed 6-B and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	465	750 Wkly Avg	XXX	25.0	40.0 Wkly Avg	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	560	840 Wkly Avg	XXX	30.0	45.0 Wkly Avg	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - May 31	280	420 Wkly Avg	XXX	15.0	22.5 Wkly Avg	33
Jun 1 - Oct 31	90	140 Wkly Avg	XXX	5.0	7.5 Wkly Avg	11
Copper, Total	0.43	0.66	XXX	0.023	0.035	0.057
Zinc, Total	3.66	5.70	XXX	0.19	0.30	0.49
Nickel, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Iron, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Manganese, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
PFOA (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
PFOS (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
PFBS (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
HFPO-DA (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	IMAX
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	XXX	41,095	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	5,479	XXX	XXX	XXX	XXX

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

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

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

 • Whole Effluent Toxicity

 • Stormwater Requirements

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PA0020168, Sewage, SIC Code 4941, 4952, East Stroudsburg Borough, Monroe County, 24 Analomink Street, East Stroudsburg, PA 18301-2801. Facility Name: East Stroudsburg Borough Wastewater Treatment Plant (WWTP). This existing facility is located in East Stroudsburg 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), Brodhead Creek (CWF (existing use)), is located in State Water Plan watershed 1-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total	0.70	1.10	XXX	0.03	0.05	XXX
Benzo(a)Anthracene (ug/L)	Report	Report	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Copper, Total (ug/L)	0.47	0.68	XXX	24.8	36.0	62.0
Benzo(a)Anthracene (ug/L)	0.0008	0.001	XXX	0.043	0.068	0.11
3,4-Benzofluoranthene (ug/L)	0.0008	0.001	XXX	0.043	0.068	0.11

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.43	XXX	1.43
Carbonaceous Biochemical Oxygen Demand (CBOD5)	469	751	XXX	25.0	40.0 Wkly Avg	50.0
Biochemical Oxygen Demand (BOD5)  Influent	Report	Report	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	563	844	XXX	30.0	45.0 Wkly Avg	60.0
Total Suspended Solids  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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report	XXX	XXX	Report	Report	XXX
Total Nitrogen	Report	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	375	XXX	XXX	20.0	40.0	40.0
May 1 - Oct 31	178	XXX	XXX	9.5	19.0	19.0
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	Report	XXX
Total Phosphorus	Report	XXX	XXX	Report	Report	XXX
Cyanide, Free (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Lead, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Thallium, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Zinc, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX
Chloroform (ug/L)	Report	Report Daily Max	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.—Limits.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	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; SBR discharges; Solids conditions; WQBELs for toxic pollutants; WQBELs below QLs; Stormwater conditions

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PA0275999, Storm Water, SIC Code 2087, Coca-Cola N American, 1 Coca Cola Plaza, NW, Atlanta, GA 30313-2420. Facility Name: Coca Cola North America Lehigh Valley Syrup Branch. This existing facility is located in Upper Macungie Township, Lehigh County.

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

 The receiving stream(s), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PAS212208, Storm Water, SIC Code 3273, Frank Casilio & Sons Inc., 1035 Mauch Chunk Road, Bethlehem, PA 18018-6622. Facility Name: Frank Casilio & Sons Allentown Plant. This existing facility is located in Upper Macungie Township, Lehigh County.

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

 The receiving stream(s), Iron Run (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

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

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

 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	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0035505, Sewage, SIC Code 4952, 8211, Faith Builder Education Programs Inc., 28527 Guys Mills Road, Guys Mills, PA 16327-2516. Facility Name: Faith Builder Education Programs. This existing facility is located in Randolph Township, Crawford 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 Woodcock Creek (HQ-CWF), is located in State Water Plan watershed 16-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .018 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Annual Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	20.0	XXX	40
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	3.0	XXX	7.5
May 1 - Oct 31	XXX	XXX	XXX	1.0	XXX	2.5
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Residual Chlorine (TRC)  Permit Issuance—11/30/2027	XXX	XXX	XXX	0.5	XXX	1.6
Total Residual Chlorine (TRC)  12/1/2027—Permit Expiration	XXX	XXX	XXX	0.2	XXX	0.7
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX

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

 • TRC Compliance Schedule with option to conduct Site Specific Studies. The compliance schedule consists of Average Monthly Limit of 0.5 mg/l and IMAX limit of 1.6 mg/l from the period of issuance until 3 years after issuance date. After the 3 year schedule is complete the new limits will consist of an Average Monthly Limit of 0.2 mg/l and IMAX limit of 0.7 mg/l.

 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

 PA0240044, Sewage, SIC Code 4952, Ballans Holdings Co., 25164 State Highway 27, Meadville, PA 16335-5914. Facility Name: Meadville KOA Campground. This existing facility is located in East Mead Township, Crawford 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 Sugar Creek (CWF), is located in State Water Plan watershed 16-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	Report	XXX	XXX	10.0	XXX	20
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
E. Coli	XXX	XXX	XXX	XXX	XXX	Report

 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

 PA0295655, Industrial, SIC Code 4911, FirstLight Allegheny Hydro, LLC, 99 Millers Falls Road, Northfield, MA 01360-1005. Facility Name: Allegheny 8. This proposed facility is located in Washington Township, Armstrong County.

 

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

 The receiving stream, the Allegheny River (WWF), is located in State Water Plan watershed 17-E 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 0.144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	100.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0

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

 • BMPs to Address Aqueous Film Forming Foam (AFFF)

 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

 PA0295663, Industrial, SIC Code 4911, FirstLight Allegheny Hydro, LLC, 99 Millers Falls Road, Northfield, MA 01360-1005. Facility Name: Allegheny 9. This proposed facility is located in Washington Township, Armstrong County.

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

 The receiving stream, the Allegheny River (WWF), is located in State Water Plan watershed 17-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 0.144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	100.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0

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

 • BMPs to Address Aqueous Film Forming Foam (AFFF)

 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

 PA0035823, Sewage, SIC Code 7033, Cameron Saunders, 5909 Little Cove Road, Mercersburg, PA 17236-9478. Facility Name: Saunderosa Park. This existing facility is located in Warren Township, Franklin 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), Little Cove Creek (CWF, MF), is located in State Water Plan watershed 13-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  May 1 - Oct 31	XXX	XXX	XXX	10	XXX	20

 The proposed effluent limits for Outfall 001 are based on a design flow of .01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	Report Daily Max	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 717-705-4732.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0037150, Sewage, SIC Code 4952, Penn Township, York County, 20 Wayne Avenue, Hanover, PA 17331-3313. Facility Name: Penn Township STP. This existing facility is located in, York 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 Oil Creek (WWF), is located in State Water Plan watershed 7-H 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 4.2 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	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.064
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	875	1,401	XXX	25	40	50
May 1 - Oct 31	525	788	XXX	15	22.5	30
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,050	1,576	XXX	30	45	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	105	XXX	XXX	3.0	XXX	6
May 1 - Oct 31	35	XXX	XXX	1.0	XXX	2
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	70	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Boron, Total (ug/L)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Cyanide, Free (ug/L)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.2 MGD.—Limits.

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0085723, Sewage, SIC Code 4952, The York Water Co., 130 E Market Street, York, PA 17401-1219. Facility Name: SYC WWTP Exit II Land Venture Ind Park. This existing facility is located in Springfield Township, York 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), Seaks Run (HQ-CWF, MF), is located in State Water Plan watershed 7-H 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 .08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	6.2	XXX	12.4
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	Report	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	XXX	XXX	XXX	1.5	XXX	3
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	2
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	XXX	Report

 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	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

 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

 PA0085782, Sewage, SIC Code 4952, Ruscombmanor Township, Berks County, 204 Oak Lane, Fleetwood, PA 19522-8942. Facility Name: Golden Oaks. This existing facility is located in Ruscombmanor Township, Berks County.

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

 The receiving stream(s), UNT to Furnace Creek (CWF), is located in State Water Plan watershed 3-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.07	XXX	0.23
Carbonaceous Biochemical Oxygen Demand (CBOD5)	10.4	XXX	XXX	25.0	XXX	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	12.5	XXX	XXX	30.0	XXX	60.0
Total Dissolved Solids	Report	XXX	XXX	1,000.0	XXX	2,000
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	3.0	XXX	XXX	7.2	XXX	14.4
May 1 - Oct 31	1.0	XXX	XXX	2.4	XXX	4.8
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	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

 PA0086045, Sewage, SIC Code 6515, Castle Hill MHP, 20 Erford Road, Suite 215, Lemoyne, PA 17043-1163. Facility Name: Castle Hill MHP. This existing facility is located in Straban Township, Adams 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 Rock Creek (WWF), is located in State Water Plan watershed 13-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 0.012 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.05	XXX	0.16
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	6.0	XXX	12.0
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0086665, Sewage, SIC Code 4952, 8661, Green Spring Brethren in Christ Church, 720 Greenspring Road, Newville, PA 17241-9694. Facility Name: Green Spring Church Brethren in Christ Church. This existing facility is located in North Newton Township, Cumberland County.

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

 The receiving stream(s), Green Spring Creek (CWF), is located in State Water Plan watershed 7-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 .001 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5 Avg Mo	XXX	1.6

 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

 PA0088439, Sewage, SIC Code 6515, School House Village Wastewater Division, P.O. Box 128 Unit 26, Walnut Creek, OH 44687. Facility Name: School House Village. This existing facility is located in Licking Creek Township, Fulton 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), Sindeldecker Branch (CWF), is located in State Water Plan watershed 13-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 0.01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	14.0	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Total Quarterly	Annually	Minimum	Average Quarterly	Maximum	IMAX
Ammonia-Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	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

 PA0266841, Sewage, SIC Code 8811, Sauder Ryan E, 3497 New Holland Road, Mohnton, PA 19540-8621. Facility Name: Sauder Res. This existing facility is located in Cumru Township, Berks 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), Angelica Creek (CWF, MF), is located in State Water Plan watershed 3-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 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

 PA0245666, Industrial, SIC Code 4941, North Penn Water Authority, 300 Forty Foot Road, Lansdale, PA 19446-4017. Facility Name: Worcester AutoFlusher. This proposed facility is located in Worcester Township, Montgomery County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0013 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Iron, Total	XXX	XXX	XXX	Report	3.0	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0013 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Chlorodibromomethane	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0013 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5 Avg Mo	1.2	XXX

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

 • Permittee shall acquire all necessary property rights

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

 • DEP may modify or revoke and reissue permit if BAT, BCT is developed by DEP or EPA

 • Permittee shall optimize chlorine dosages to minimize TRC in effluent

 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

 PA0038181, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, 124 Park and Pool Road, New Stanton, PA 15672. Facility Name: New Stanton STP. This existing facility is located in Hempfield Township, Westmoreland County.

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

 The receiving stream(s), Sewickley Creek (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.14	XXX	0.47
Carbonaceous Biochemical Oxygen Demand (CBOD5)	582.47	873.7	XXX	9.7	14.55 Wkly Avg	19.4
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,800.0	2,700.0	XXX	30.0	45.0 Wkly Avg	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	437.15	XXX	XXX	7.28	XXX	14.55
May 1 - Oct 31	174.74	XXX	XXX	2.91	XXX	5.82
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.2 MGD.—Limits.

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

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

 • Optimization of chlorine dosage

 • Notification of designation of responsible operator

 • Hauled-in waste restriction

 • POTW Pretreatment program implementation

 • Solids management for non-lagoon system

 • WETT without limits

 • Stormwater requirements

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0038792, Sewage, SIC Code 4952, Forest Hills Municipal Authority, 900 Locust Street, Saint Michael, PA 15951-2007. Facility Name: Village of Mine 42 STP. This existing facility is located in Adams Township, Cambria 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 Paint Creek (CWF), is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0296 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6

 The proposed effluent limits for Outfall 001 are based on a design flow of .0296 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Maximum	IMAX
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0296 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0296 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	6.0	XXX	XXX	25.0	XXX	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	Report
Total Suspended Solids	7.0	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	Report
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	4.20	XXX	XXX	17.04	XXX	34.08
May 1 - Oct 31	1.38	XXX	XXX	5.63	XXX	11.36

 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

 PA0098817, Sewage, SIC Code 6513, RMZ Holdings, Inc., 600 Pittsburgh Road, Uniontown, PA 15401-2214. Facility Name: Hickory Acres STP. This existing facility is located in Wharton Township, Fayette 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 Meadow Run (HQ-CWF), is located in State Water Plan watershed 19-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 .0049 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.0049	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.3	XXX	0.7
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	25	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	20	XXX	25
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	XXX	30.0
May 1 - Oct 31	XXX	XXX	XXX	6.0	XXX	12.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .0049 MGD.—Limits.

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

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

 • Optimization of Chlorine dosage

 • Notification of designation of responsible operator

 • Solids management for non-lagoon system

 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

 PA0004073, Industrial, SIC Code 3312, United States Steel Corporation, 1 Camp Hollow Road, West Mifflin, PA 15112. Facility Name: US Steel Mon Valley Works Irvin Plant. This existing facility is located in West Mifflin 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, Monongahela River (WWF), is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 23.6 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
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Oct 1 - Apr 30	XXX	XXX	XXX	Report	Report	XXX
May 1 - Sep 30	XXX	XXX	XXX	16.6	32.2	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Ammonia-Nitrogen  Oct 1 - Apr 30	XXX	XXX	XXX	Report	Report	XXX
May 1 - Sep 30	XXX	XXX	XXX	5.3	10.3	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 23.6 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
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Oct 1 - Apr 30	XXX	XXX	XXX	Report	Report	XXX
May 1 - Sep 30	XXX	XXX	XXX	16.6	32.2	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Ammonia-Nitrogen  Oct 1 - Apr 30	XXX	XXX	XXX	Report	Report	XXX
May 1 - Sep 30	XXX	XXX	XXX	5.3	10.3	XXX
Aluminum, Total	XXX	XXX	XXX	1.25	1.95	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.048 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
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	25.0 Avg Mo	40.0 Weekly Avg.	50.0	62.5
Total Suspended Solids	XXX	XXX	30.0 Avg Mo	45.0 Weekly Avg.	60.0	75
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50.0
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 2.19 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	10.0
Total Suspended Solids	870	1,990	XXX	30.0	60.0	75
Oil and Grease	291	849	XXX	10.0	25.0	31.3
Iron, Total	XXX	XXX	XXX	3.5	7.0	8.75
Lead, Total	3.62	10.9	XXX	0.15	0.45	0.56
Zinc, Total	4.38	13.1	XXX	0.1	0.3	0.38
Naphthalene	XXX	0.45	XXX	XXX	0.022	0.028
Tetrachloroethylene	XXX	0.67	XXX	XXX	0.032	0.04

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.952MGD.—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	3,200	8,530	XXX	24.0	48.0	60
Oil and Grease	XXX	2140	XXX	10.0	30.0	30

 The proposed effluent limits for Outfall 601: 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	3,200	8,530	XXX	24.0	48.0	60
Oil and Grease	XXX	2140	XXX	10.0	30.0	30

 The proposed effluent limits for Outfall 701: 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	3,200	8,530	XXX	24.0	48.0	60
Oil and Grease	XXX	2140	XXX	10.0	30.0	30

 The proposed effluent limits for Outfall 003 are based on a design flow of 1.72 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Butyl Benzyl Phthalate	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 004: Limits.

	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

 The proposed effluent limits for Outfall 005: Limits.

	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

 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

 PA0005746, Industrial, SIC Code 3229, Corelle Brands LLC, 100 8th Street, Charleroi, PA 15022-1619. Facility Name: Corelle Brands—Charleroi Plant. This existing facility is located in Charleroi Borough, Washington County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.081 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Halogens	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	70	140	XXX	25	50	XXX
Oil and Grease	28	56	XXX	15.0	XXX	30
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

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

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

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0040274, Industrial, SIC Code 3316, ATI Flat Rolled Products Holdings LLC, 100 River Road, Brackenridge, PA 15014-1537. Facility Name: ATI Flat Rolled Products Holdings LLC/Vandergrift. This existing facility is located in Vandergrift Borough, 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), Kiskiminetas River (WWF), is located in State Water Plan watershed 18-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for IMP 107 are based on a design flow of 0.4 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	1.25
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
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 107 are based on a design flow of 0.4 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	1.25
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for IMP 207 are based on a design flow of 0.53 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.25
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Total Suspended Solids	527	1,220	XXX	19.5	41.0	51.2
Oil and Grease	21.5	47.6	XXX	5.0	20.0	25.0
Ammonia-Nitrogen	Report	Report	XXX	58.6	133.3	166.6
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Chromium, Total	6.39	16.0	XXX	0.4	1.0	1.25
Cyanide, Total	Report	Report	XXX	0.12	0.29	0.36
Fluoride, Total	Report	Report	XXX	26.4	59.5	74.4
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Lead, Total	Report	Report	XXX	0.2	0.42	0.52
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Nickel, Total	4.8	14.3	XXX	0.3	0.9	1.13
Zinc, Total	Report	Report	XXX	0.61	1.46	1.82
Thallium, 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: Limits.

	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

 The proposed effluent limits for Outfall 009: Limits.

	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

 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

 PA0110990, Industrial, SIC Code 4941, Central City Water Authority, 314 Central Avenue, Central City, PA 15926-1100. Facility Name: Central City Water Authority Water System. This existing facility is located in Shade Township, Somerset 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, Dark Shade Creek (CWF), is located in State Water Plan watershed 18-E and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .024 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	0.02	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

 PAI136130, MS4, Allegheny County, 501 County Office Building, Pittsburgh, PA 15219.

 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 Pittsburgh City, Allegheny County. The receiving stream(s), Pine Creek (TSF), Montour Run (TSF), Squaw Run (HQ-WWF), Unnamed Tributary to Allegheny River (WWF), Unnamed Tributaries to other streams (HQ-WWF, WWF, TSF), Turtle Creek (WWF), Monongahela River (WWF), and Ohio River (WWF), is located in State Water Plan watershed 19-C, 20-G, 19-A, and 18-A and is classified for Trout Stocking, High Quality Waters—Warm Water Fishes, and Warm 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.

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

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 Southcentral Regional Office

 Applicant: Landmark Homes at 897, Inc.

 Applicant Address: 1737 W. Main Street, Ephrata, PA 17522-1101

 Application Number: PAD380009 A-1

 Application Type: Major Amendment

 Municipality/County: Heidelberg Township, Lebanon County

 Project Site Name: Copper Ridge

 Total Earth Disturbance Area (acres): 52.30 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Hammer Creek (CWF, MF) and EV Wetlands

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

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

 Project Description: Increase of on-lot impervious for single family home subdivision.

 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: Tyrone W. Klump Jr.

 Applicant Address: P.O. Box 187, Wind Gap, PA 18091-0187

 Application Number: PAD480217

 Application Type: New

 Municipality/County: Bushkill Township, Northampton County

 Project Site Name: Klump Subdivision

 Total Earth Disturbance Area (acres): 10.79 acres

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

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

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

 Project Description: The project involves the construction of a 4-lot residential subdivision, cul-de-sac extension, utilities and stormwater management facilities.

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

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

 Northcentral Regional Office

 Applicant: PPL Elec Utilities Corp

 Applicant Address: 1639 Church Rd, Allentown, PA 18104-9342

 Application Number: PA550002D

 Application Type: New

 Municipality/County: Jackson, Monroe, and Penn Townships, Snyder County; Lewis, Limestone, and West Buffalo Townships, Union County.

 Project Site Name: SUNB-LOHA 69kV Line Rebuild: SEG 1 SUNB-LAUR

 Total Earth Disturbance Area (acres): 223 acres

 Surface Waters Receiving Stormwater Discharges: Buffalo Creek & UNTs (TSF, MF), Monongahela Creek and UNTs (CWF, MF), Penns Creek and UNTs (WWF, MF), UNT to Penns Creek (CWF, MF), Rolling Green Run (CWF, MF), Susquehanna River (WWF, MF), Sweitzers Creek and UNTs (CWF, MF), Tuscarora 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: In summary, the PPL EU Sunbury-Lock Haven 69 kV Line Rebuild Project (Seg. 1) consists of the reconstruction of an existing electric utility line, approximately 16.5 miles in length. The line starts at Ex. Str. 13 Northwest of Pine Lane in Penn Township, Snyder County. The line travels generally northwest before turning and heading west, east of Park Rd. (SR 1017) then the line turns northwest again after crossing Broadway Rd before ending at an existing double pole Str. 96/32(33) off Rand Rd in Lewis Township, Union County. The entire project is located within Snyder and Union Counties.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: Borough of Columbia

 Applicant Address: 308 Locust Street, Columbia, PA 17512

 Application Number: PAD360121

 Application Type: New

 Municipality/County: Columbia Borough, Lancaster County

 Project Site Name: McGinness Innovation Park

 Total Earth Disturbance Area (acres): 41.6 acres

 Surface Waters Receiving Stormwater Discharges: Strickler Run (WWF) and Susquehanna River (WWF)

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

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

 Project Description: Site construction is split into multiple construction phases. In phase 1, construction involves bulk earthmoving, soil remediation and rough grading to establish pad sites. All construction activities are related to the Erosion Sediment Control design and Soil Management. In phase 2, construction involves borough street improvement and associated utility work. In phase 3, future land development will be separated into individual lots and each lot owner will submit for individual land development plan.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Ivan Newswanger

 Applicant Address: 217 Ivy Glen Lane, Woodbury, PA 16695

 Application Number: PAD050020

 Application Type: New

 Municipality/County: Woodbury Township, Bedford County

 Project Site Name: Ivan Newswanger Ag Operation

 Total Earth Disturbance Area (acres): 9.20 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Hickory Bottom Creek (HQ-CWF, MF) and UNT to Neill Run (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: Construct a new duck operation including one barn, driveway, and stormwater management facilities.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Philadelphia Authority for Industrial Development

 Applicant Address: 1500 Market Street # 3500, Philadelphia, PA 19102-2100

 Application Number: PAD510242

 Application Type: New

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: Bartram Village—Phase 1

 Total Earth Disturbance Area (acres): 3.37 acres

 Surface Waters Receiving Stormwater Discharges: Schuylkill River (WWF, MF)

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

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

 Project Description: The applicant proposes demolition and removal of an existing 1,000 gallon fogging oil UST and footing. Construction of five 2-story and 3-story stacked townhouse buildings and a community building, with associated parking lot, utilities, and stormwater management.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Troy Nauman

 Applicant Address: 20 Lenox Avenue, East Stroudsburg, PA 18301

 Application Number: PAD450198

 Application Type: New

 Municipality/County: Stroud Township, Monroe County

 Project Site Name: Troy Nauman Properties

 Total Earth Disturbance Area (acres): 5.5 acres

 Surface Waters Receiving Stormwater Discharges: Big Meadow Run (HQ-CWF, MF)

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

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

 Project Description: Construction of a single-family home including a pavilion, barn and driveway.

 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: David Wengerd

 Applicant Address: 2621 Route 940, Pocono Summit, PA 18346

 Application Number: PAD450153 A-1

 Application Type: Major Amendment

 Municipality/County: Smithfield Township, Monroe County

 Project Site Name: Franklin Hill Manor

 Total Earth Disturbance Area (acres): 2.37 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Marshall's Creek and Pond (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: Residential subdivision with on-lot water and sewer.

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

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

 Southeast Regional Office

 Applicant: Jennifer Hill and Robert Hill

 Applicant Address: 401 Bobs Lane, Lincoln University, PA 19352

 Application Number: PAD150349

 Application Type: New

 Municipality/County: New London Township, Chester County

 Project Site Name: 1367 State Road

 Total Earth Disturbance Area (acres): 2.97 acres

 Surface Waters Receiving Stormwater Discharges: Big Elk Creek (HQ-TSF)

 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 single family residence.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Carolyn Hurzeler and Robert Hurzeler

 Applicant Address: 923 Shenandoah Lane, West Chester, PA 19380-2026

 Application Number: PAD150351

 Application Type: New

 Municipality/County: West Bradford Township, Chester County

 Project Site Name: 525 Groundhog College Road

 Total Earth Disturbance Area (acres): 3.18 acres

 Surface Waters Receiving Stormwater Discharges: Broad Run (EV-MF)

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

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

 Project Description: The proposed project consists of constructing a single-family dwelling unit, driveway paving, pool, attached garage, utilities, and stormwater management.

 Special Conditions: N/A

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

 Southcentral Regional Office

 Applicant: Column Construction

 Applicant Address: 203 Templin Road, Glenmoore, PA 19343

 Application Number: PAD060021

 Application Type: Renewal

 Municipality/County: Robeson Township, Berks County

 Project Site Name: Mark Colona

 Total Earth Disturbance Area (acres): 4.34 acres

 Surface Waters Receiving Stormwater Discharges: Hay Creek (EV)

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

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

 Project Description: Construction of office, driveway, garage, gravel lot and PCSM SCMs.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: PT Phoenixville, LLC

 Applicant Address: 795 E. Lancaster Avenue, Suite 200, Villanova, PA 19085-1525

 Application Number: PAD150346

 Application Type: New

 Municipality/County: Schuylkill Township, Chester County

 Project Site Name: Proposed Wawa Food Market

 Total Earth Disturbance Area (acres): 3.27 acres

 Surface Waters Receiving Stormwater Discharges: Pickering Creek (WWF-MF), Pickering Creek (HQ-TSF-MF)

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

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

 Project Description: The property is currently improved with an existing Exxon Convenience Store with fuel pumps. PT Phoenixville, LLC is proposing to demolish the existing structures and reconstruct a Wawa Convenience Store with fuel pumps. The proposal includes the installation of parking, access roadways, lighting, utilities, landscaping and stormwater management controls necessary to support the development.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: City of Philadelphia Department of Aviation (DOA)

 Applicant Address: 2 International Plaza, Philadelphia, PA 19153

 Application Number: PAD510010 A-12

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: PNE Fence Improvements

 Total Earth Disturbance Area (acres): 28.96 acres

 Surface Waters Receiving Stormwater Discharges: Wooden Bridge Run Creek (TSF-MF), Waltons Run Creek (WWF-MF)

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

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

 Project Description: The Fence Improvements project entails replacement of existing perimeter security fence on the airport property as well as clearing and grubbing to a width of ten feet on each side of fence. Pervious grass cover will be re-established. There will be no changes in land cover from pre-construction to post-construction conditions. Refer to attached Project Status Summary Table and PNE NPDES Permit Master Plan.

 Special Conditions: N/A

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

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