NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[53 Pa.B. 5515]
[Saturday, September 2, 2023]

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
0913941	Joint DEP/PFBC Pesticides Permit	Renewal	Spring Mill Country Club 80 Jacksonville Road Ivyland, PA 18974-1514	Warminster Township Bucks County	SERO
0923812	Joint DEP/PFBC Pesticides Permit	New	Shelanski Joseph 947 Woodbine Lane Quakertown, PA 18951-5436	Haycock Township Bucks County	SERO
1023821	Joint DEP/PFBC Pesticides Permit	New	Georgetown Square Homeowners Assoc 120 Dorsch Drive Cranberry Twp, PA 16066-7468	Cranberry Township Butler County	NWRO
1513859	Joint DEP/PFBC Pesticides Permit	Renewal	North Hills Civic Association 971 N Penn Drive West Chester, PA 19380-4328	West Chester Borough Chester County	SERO
3623807	Joint DEP/PFBC Pesticides Permit	New	Safe Harbor Water Power Corp 1 Powerhouse Drive Conestoga, PA 17516-9651	East Donegal Township Lancaster County	SCRO
4013821	Joint DEP/PFBC Pesticides Permit	Renewal	Lake Pinecrest Sportsmen Club P.O. Box 35 Huntington Mills, PA 18622-0035	Huntington Township Luzerne County	NERO
4823804	Joint DEP/PFBC Pesticides Permit	New	Lehigh Valley Corporate Center Assoc 559 Main Street Bethlehem, PA 18018-5862	Hanover Township Northampton County	NERO
5817807	Joint DEP/PFBC Pesticides Permit	Renewal	Genute Lillian 607 Lacey Drive Endwell, NY 13760	Choconut Township Susquehanna County	NERO
6723802	Joint DEP/PFBC Pesticides Permit	New	Safe Harbor Water Power Corp 126 Lamberton Lane Hawley, PA 18428-7606	Lower Windsor Township York County	SCRO
6723803	Joint DEP/PFBC Pesticides Permit	New	Safe Harbor Water Power Corp 126 Lamberton Lane Hawley, PA 18428-7606	Lower Windsor Township York County	SCRO
5508402	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Perry Township Municipal Authority Snyder County P.O. Box 27 Mt Pleasant, PA 17853-0027	Perry Township Snyder County	NCRO
NOEXNW233	No Exposure Certification	New	Cloverleaf Group Inc. 500 Grant Avenue East Butler, PA 16029-2163	East Butler Borough Butler County	NWRO
NOEXSW016	No Exposure Certification	Renewal	All Foreign Auto Parts LLC 6375 A V R R Pittsburgh, PA 15201-2113	Pittsburgh City Allegheny County	SWRO
PAG030295	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	New Enterprise Stone & Lime Co. Inc. 3912 Brumbaugh Road New Enterprise, PA 16664-9137	Douglass Township Montgomery County	SERO
PAG033569	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Matos Used Auto LLC 500 Old Wyomissing Road Reading, PA 19611-1510	Reading City Berks County	SCRO
PAG036329	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Arden Landfill Inc. 625 Cherrington Parkway Moon Twp, PA 15108	Chartiers Township Washington County	SWRO
PAG036332	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Flowers Auto Wreckers Inc. 176 Fitz Henry Road Smithton, PA 15479-8707	South Huntingdon Township Westmoreland County	SWRO
PAG036553	PAG-03 NPDES General Permit for Industrial Stormwater	New	Trumbull Corp 225 N Shore Drive P.O. Box 225 Pittsburgh, PA 15212-5861	Jefferson Hills Borough Allegheny County	SWRO
PAG036558	PAG-03 NPDES General Permit for Industrial Stormwater	New	Swank Const Co. LLC 632 Hunt Valley Circle New Kensington, PA 15068-7067	Harmar Township Allegheny County	SWRO
PAG036559	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Allegheny River Terminal Inc. 1 5th Street New Kensington, PA 15068-6643	New Kensington City Westmoreland County	SWRO
PAG036560	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	XPO Logistics Freight Inc. 5300 Neville Road Pittsburgh, PA 15225-1415	Neville Township Allegheny County	SWRO
PAG036561	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	XPO Logistics Freight Inc. 369 Leger Road Irwin, PA 15642-1147	North Huntingdon Township Westmoreland County	SWRO
PAG038321	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Metalico Bradford Inc. 286 High Street Bradford, PA 16701-2169	North East Township Erie County	NWRO
PAG038500	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Domtar Paper Co. LLC 100 W Center Street Johnsonburg, PA 15845-1444	Hamlin Township McKean County	NWRO
PAG038536	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	CCL Container Hermitage Inc. 1 Llodio Drive Hermitage, PA 16148-9015	Hermitage City Mercer County	NWRO
PAG038544	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Wabtec US Rail Inc. 1503 West Main Street Extension Grove City, PA 16127-2513	Grove City Borough Mercer County	NWRO
PAG038548	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Glenn O Hawbaker Inc. 711 E College Avenue Bellefonte, PA 16823-6854	Barkeyville Borough Venango County	NWRO
PAG038557	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Northwest Hardwoods Inc. 299 Hardwood Drive Ridgway, PA 15853-7059	Ridgway Township Elk County	NWRO
PAG038568	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Lipinski Logging & Lumber Inc. 1026 Industrial Park Titusville, PA 16354-1010	Titusville City Crawford County	NWRO
PAG038586	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	SA Recycling LLC 2411 N Glassell Street Orange, CA 92865-2717	Slippery Rock Township Butler County	NWRO
PAG136379	PAG-13 NPDES General Permit for MS4s	Renewal	Centerville Borough Washington County 100 East End Road Brownsville, PA 15417	Centerville Borough Washington County	SWRO
PAG138344	PAG-13 NPDES General Permit for MS4s	New	Farrell City Mercer County 500 Roemer Boulevard Farrell, PA 16121-1901	Farrell City Mercer County	NWRO
PA0266752	Single Residence STP Individual NPDES Permit	Transfer	Bushnell Ross 471 Shady Dell Road York, PA 17403-4484	Spring Garden Township York County	SCRO
PA0293113	Single Residence STP Individual NPDES Permit	Transfer	Mccullough Travis 114 Lilac Lane Valencia, PA 16059-2214	Middlesex Township Butler County	NWRO
PA0293938	Single Residence STP Individual NPDES Permit	Transfer	Tyler Folton & Jeffrey Ogden 573 Loop Road Hollidaysburg, PA 16648-3503	Frankstown Township Blair County	SCRO
1023408	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	McCullough Travis 114 Lilac Lane Valencia, PA 16059-2214	Middlesex Township Butler County	NWRO
1623402	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Call Colleen M 306 Kline Lane Tionesta, PA 16353-6526	Washington Township Clarion County	NWRO
2023404	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Koehler James R 17946 State Highway 198 Saegertown, PA 16433-3640	Hayfield Township Crawford County	NWRO
2523421	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Dunkle Corbin 6939 W Stancliff Road Girard, PA 16417-8624	Franklin Township Erie County	NWRO
2523422	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Beth & Randy Knoll 1040 Townhall Road W Erie, PA 16509-5020	Summit Township Erie County	NWRO
6718401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Bushnell Ross 471 Shady Dell Road York, PA 17403-4484	Spring Garden Township York County	SCRO

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

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 Northeast Regional Office

 PA0025224, Sewage, SIC Code 4952, Saint Clair Borough Sewer Authority, Schuylkill County, 16 S 3rd Street, Saint Clair, PA 17970-1207. Facility Name: St Clair Municipal Sewer Authority. This existing facility is located in East Norwegian Township, Schuylkill County.

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

 The receiving stream(s), Mill Creek, Unnamed Tributary to Mill Creek, and Mill Creek (CWF, MF), is located in State Water Plan watershed—and 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .75 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Ammonia-Nitrogen	Report	Report	XXX	24.7	49.4	49.4
Aluminum, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Lead, Total (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .75 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Ammonia-Nitrogen  May 1 - Oct 31	Report	Report	XXX	13.1	26.2	26.2
Aluminum, Total (ug/L)	Report	4.69	XXX	Report	750.0	750.0
Copper, Total (ug/L)	0.16	0.21	XXX	25.4	34.0	63.5
Lead, Total (ug/L)	0.060	0.093	XXX	9.58	14.9	23.9

 The proposed effluent limits for Outfall 001 are based on a design flow of .75 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	3.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.500	XXX	0.750
Carbonaceous Biochemical Oxygen Demand (CBOD5)	156	250	XXX	25.0	40.0	50.0
BOD5 Minimum % Removal (%)	Report Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	187.6	281.4	XXX	30.0	45.0	60.0
Total Suspended Solids Minimum % Removal (%)	Report 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	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Nitrogen	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Kjeldahl Nitrogen	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Phosphorus	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Iron, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Manganese, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Zinc, Total (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Total Monthly	Daily Maximum	Inst. Minimum	Annual Average	Daily Maximum	IMAX
pH (SU)	XXX	XXX	Report	XXX	XXX	Report
Aluminum, Total (ug/L)	Report Annl Avg	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)	Report Annl Avg	Report	XXX	Report	Report	XXX
Iron, Total (ug/L)	Report Annl Avg	Report	XXX	Report	Report	XXX
Lead, Total (ug/L)	Report Annl Avg	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)	Report Annl Avg	Report	XXX	Report	Report	XXX
Zinc, Total (ug/L)	Report Annl Avg	Report	XXX	Report	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	Total Monthly	Daily Maximum	Minimum	Annual Average	Daily Maximum	IMAX
Flow (MGD, cfs)	Report Avg Mo	Report	XXX	XXX	XXX	Report
Duration of Discharge (hours)	Report	Report Total Wkly	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	Report
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Rainfall (In)	Report	Report	XXX	XXX	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)  Raw Sewage Influent	Report	Report	XXX	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Aluminum, Total (ug/L)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Iron, Total (ug/L)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Manganese, Total (ug/L)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX

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

 • Stormwater prohibition (separated sewers); Necessary property rights; Residuals management; Chlorine minimization; Responsible operator; Changes to stream/discharge; Schedule of compliance (Ammonia-N); Combined sewer overflows; Solids management; WQBELs for toxic pollutants

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

 The EPA Waiver is not in effect.

 Northwest Regional Office

 PA0034924, Sewage, PA American Water Company, 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: Paint Elk STP. This existing facility is located at 9242 US Route 322, Shippenville, PA 16254 in Paint Township, Clarion 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), Paint Creek, is located in State Water Plan watershed 17-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 0.6 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 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)	125	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	150	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Aluminum	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Iron	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Manganese	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

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

 • Solids Management

 • Chemical Additives

 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

 PA0090182, Sewage, SIC Code 8361, Concordia Lutheran Health & Human Care, 134 Marwood Road, Cabot, PA 16023-2206. Facility Name: Concordia Lutheran Home. This existing facility is located in Jefferson Township, Butler County.

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

 The receiving stream, an Unnamed Tributary to the Little Buffalo Creek (HQ-TSF), is located in State Water Plan watershed 18-F and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.09 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	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity (µw/cm2)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	5.0	XXX	10
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4
Total Phosphorus	XXX	XXX	XXX	0.5	XXX	1

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0091189, Sewage, SIC Code 7033, Slippery Rock Campground Association, 1150 West Park Road, Slippery Rock, PA 16057-4118. Facility Name: Slippery Rock Campground. This existing facility is located in Worth Township, Butler County.

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

 The receiving stream, the Slippery Rock Creek (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	20.0	XXX	XXX	25.0	XXX	50
Total Suspended Solids	25.0	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0101664 A-1, Sewage, SIC Code 6515, Fred C. Berlin, LLC, 6101 Park Road, Berwick, PA 18603-5713. Facility Name: Orchard Park Estates. This existing facility is located in Cranberry Township, Venango County.

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

 The receiving stream, and Unnamed Tributary to the Lower Twomile Run (CWF), is located in State Water Plan watershed 16-G 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 0.018 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	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	20.0	XXX	40.0
Total Suspended Solids	XXX	XXX	XXX	20.0	XXX	40.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0209996, Sewage, SIC Code 4952, 8322, Salvation Army, 700 North Bell Avenue, Carnegie, PA 15106. Facility Name: Camp Allegheny. This existing facility is located in Wayne Township, Lawrence 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), Slippery Rock Creek (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .06 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
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
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0210668, Sewage, SIC Code 4952, 8322, Perseus House Inc., 1511 Peach Street, Erie, PA 16501-2104. Facility Name: Andromeda House. This existing facility is located at 39132 Mount Pleasant Road, Spartansburg, PA 16434 in Bloomfield 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 is an Unnamed Tributary to Pine Hollow Run, located in State Water Plan watershed 16-E and 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 .0038 MGD.

	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 Annual
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
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 (#/100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0263893, Sewage, SIC Code 4952, Hawthorn Redbank, Redbank Municipal Authority, P.O. Box 241, Hawthorn, PA 16230-0241. Facility Name: Hawthorn Redbank, Redbank Municipal Authority WWTP. This existing facility is located in Redbank Township, Clarion 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, the Redbank Creek (TSF), is located in State Water Plan watershed 17-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	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)	41.7	66.7	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	50.0	75.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity (µw/cm2)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Aluminum, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0263958, Sewage, SIC Code 4952, Anthony Demaio, 143 Crown Farms Lane, Leeper, PA 16233-4301. Facility Name: Thee Seldom Inn. This existing facility is located at 701 Route 36, Tionesta, PA 16353 located in Green Township, Forest 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), Unnamed Tributary to Little Tionesta Creek (CWF), is located in State Water Plan watershed 16-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 .002 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200.0 Geo Mean	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0264571, Sewage, SIC Code 8800, Joseph Warnick, 10624 Station Road, North East, PA 16428-6002. Facility Name: Joseph Warnick SRSTP. This existing facility is located in Greenfield Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to West Branch French Creek (WWF), is located in State Water Plan watershed 16-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 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

 PA0265314, Sewage, SIC Code 8800, Michelle & Robert Olson, 6017 Firman Road, Erie, PA 16510-4515. Facility Name: Michelle & Robert Olson SRSTP. This existing facility is located in Harborcreek Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary of Sixmile Creek (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0006 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0271781, Sewage, SIC Code 8800, Rebecca Piccolin, 852 Beatty School Road, Greenville, PA 16125. Facility Name: Rebecca Piccolin SRSTP. This existing facility is located in Salem Township, Mercer County.

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

 The receiving stream(s), Unnamed Tributary to Little Shenango River (TSF), is located in State Water Plan watershed 20-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295167, Sewage, SIC Code 8811, Linda Churchill, 2425 Mercer Butler Pike, Grove City, PA 16127-3523. Facility Name: Linda Churchill SRSTP. This proposed facility is located at 2421 Mercer Butler Pike, Grove City, PA 16127-3523 Liberty Township, Mercer County.

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

 The receiving stream(s), Unnamed Tributary to Black Run (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295213, Sewage, SIC Code 8800, Corbin Dunkle, 6939 W Stancliff Road, Girard, PA 16417-8624. Facility Name: Corbin Dunkle SRSTP. This proposed facility is located in Franklin Township, Erie County.

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

 The receiving stream(s), Goodban Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0295248, Sewage, SIC Code 8800, Colleen M Call, 306 Kline Lane, Tionesta, PA 16353-6526. Facility Name: Colleen Call SRSTP. This proposed facility is located at 13440 Route 36, Tionesta, PA 16383-3624 in Washington Township, Clarion County.

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

 The receiving stream(s), Irish Run (CWF), is located in State Water Plan watershed 16-F and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 Application No. PA0261521, Concentrated Animal Feeding Operation (CAFO), Wingert Farms Inc. (Wingert Farms CAFO), 5497 Shade Lane, Alexandria, PA 16611-2737.

 Wingert Farms Inc. has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Wingert Farms CAFO, located in Porter Township, Huntingdon County.

 The CAFO is situated near Frankstown Branch Juniata River (WWF, MF) and Little Juniata River (CWF, MF) in Watershed 11-A, which is classified for Warm Water Fishes, Migratory Fishes, and Cold Water Fishes. The CAFO is designed to maintain an animal population of approximately 2,344.19 animal equivalent units (AEUs) consisting of 990 Dairy Cows (Lactating and Dry), 505 Holstein Heifers, 425 Holstein Calves, 150 Jersey Lactating Cows, 70 Jersey Heifers, 70 Jersey Calves, 30 Swine Wean to Finish, and 4 Light Horse Mature. Manure is stored in HDPE Lined Lagoon Stage 1, HDPE Lined Lagoon Stage 2, and 2 Concrete Circular Storages. The operation has a Slurrystore for emergency manure storage use. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

 Southeast Regional Office

 PA0026816, Sewage, SIC Code 4952, East Norriton Plymouth Whitpain Joint Sewer Authority, 200 Ross Street, Plymouth Meeting, PA 19462-2740. Facility Name: East Norriton Plymouth Whitpain Joint Sewer Authority. This existing facility is located in Plymouth Township, Montgomery County.

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

 The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.67 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.67 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Copper, Total	XXX	XXX	XXX	0.044	0.069 Daily Max	0.111

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.67 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Quarterly	Daily 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
TRC	XXX	XXX	XXX	0.5 Avg Mo	XXX	1.2
CBOD5  Nov 1 - Apr 30	1,807	2,892	XXX	25 Avg Mo	40 Wkly Avg	50
May 1 - Oct 31	1,446	2,169	XXX	20 Avg Mo	30 Wkly Avg	40
BOD5  Raw Sewage Influent	Report	XXX	XXX	Report Avg Mo	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Total Suspended Solids	2,169	3,254	XXX	30 Avg Mo	45 Wkly Avg	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report Avg Mo	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	1,446	XXX	XXX	20.0 Avg Mo	XXX	40
May 1 - Oct 31	867	XXX	XXX	12.0 Avg Mo	XXX	24
Total Phosphorus	Report	XXX	XXX	Report Avg Mo	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0	2,000.0	2,500
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
Phenolics, Total	XXX	XXX	XXX	Report	Report	XXX
PCBs Dry Weather Analysis (pg/L)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Pimephales  Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic - Pimephales Growth (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on an average storm event.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • No stormwater to sanitary sewers

 • Necessary property rights

 • Proper sludge disposal

 • Chlorine minimization

 • Notification of designation of responsible operator

 • Fecal coliform reporting requirements

 • Operations and maintenance plan

 • Pretreatment program implementation

 • Toxics reduction evaluation

 • Whole effluent toxicity

 • Requirements applicable to stormwater outfalls

 • PCB pollutant minimization plan and monitoring

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

 The EPA Waiver is not in effect.

 Southeast Regional Office

 PA0245470, Sewage, SIC Code 1623, Wright Kurt, 2401 Buttonwood Road, Berwyn, PA 19312-1503. Facility Name: Wright Residence. This proposed facility is located in Willistown Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary to Crum Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-G 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 .0006 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
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	5.0	XXX	10

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

 • AMR and DMR submission

 • Septage and Scum Measurement

 • Septic Tank Pumping

 • Small Stream Discharge

 • UV disinfection contact surface cleaning

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245526, Sewage, SIC Code 1623, Nacarella Michael, 1324 S Old Bethlehem Pike, Quakertown, PA 18951-2716. Facility Name: Nacarella Residence SRSTP. This proposed facility is located in Richland Township, Bucks County.

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

 The receiving stream(s), Morgan Creek (TSF, MF), is located in State Water Plan watershed 2-D 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 400 MGD.—Limits.

	Mass Units (lbs./day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annual Avg	XXX	XXX	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • AMR and DMR submission

 • UV disinfection contact surface cleaning

 • 70% reduction in effluent Total Nitrogen

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245496, Storm Water, SIC Code 5171, Alger Oil Inc., 544 Lincoln Street, Oxford, PA 19363-1522. Facility Name: Davis Fuel Oxford Facility. This existing facility is located in Oxford Borough, Chester County.

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

 The receiving stream(s), Unnamed Tributary of West Branch Big Elk Creek (HQ-TSF, MF), is located in State Water Plan watershed 7-K and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls And Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention, And Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 • Other Requirements

 1. Acquire Necessary Property Rights

 2. Sludge Disposal Requirement

 3. BAT/BCT Reopener

 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

 PA0026905, Sewage, SIC Code 4952, Connellsville City Municipal Authority, Fayette County, P.O. Box 925, Connellsville, PA 15425-0925. Facility Name: Connellsville Municipal Authority WWTP. This existing facility is located in Connellsville City, 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), Youghiogheny River (WWF), Unnamed Tributary to Youghiogheny River (WWF), and Connell Run (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 4.4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Average Weekly	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	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	917.4	1,467.8	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Total Suspended Solids	1,100.9	1,651.3	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	XXX
E. Coli	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total (µg/L)	XXX	XXX	XXX	XXX	Report Wkly Avg	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Ultraviolet Light Transmittance (%)	XXX	XXX	Report	Report	XXX	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

 PA0285145, Sewage, SIC Code 8800, Glessner Cassandra, 1517 Staunton Drive, Coraopolis, PA 15108-8975. Facility Name: Glessner Properties SRSTP. This proposed facility is located in Shaler Township, Allegheny County.

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

 The receiving stream(s), Little Pine Creek (TSF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	0.0004 Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
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 412-442-4000.

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0098795, Industrial, SIC Code 4941, North Fayette County Municipal Authority, 1634 University Dr, Dunbar, PA 15431. Facility Name: North Fayette County Municipal Authority—Wheeler Bottom Water Treatment Plant. This existing facility is located in Dunbar Township, Fayette County.

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

 The receiving stream(s), Youghiogheny River (HQ-CWF), is located in State Water Plan watershed 19-D 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 1.97 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	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Fluoride, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 102 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	XXX	Report	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Fluoride, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 106 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	XXX	Report	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Fluoride, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 108 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	XXX	Report	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Fluoride, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
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
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	XXX	Report	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	XXX
Fluoride, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 011 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
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

---

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

---

 Northeast Regional Office

 Applicant: Aqua Pennsylvania, Inc.

 Applicant Address: 1 Aqua Way, White Haven, PA 18661

 Application Number: PAD520020 A-5

 Application Type: Major Amendment

 Municipality/County: Lackawaxen Township, Pike County

 Project Site Name: Fawn Lake Water System Main Replacement Phase VI

 Total Earth Disturbance Area (acres): 5.04 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Westcolang Creek—High Quality—Cold Water Fishes, Migratory Fish (HQ-CWF, MF), UNT to West Falls Creek (HQ-CWF, MF), UNT to Masthope Creek (HQ-CWF, MF)

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

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

 Project Description: Fawn Lake water system main replacement project involves the replacement of approximately 32,270 lineal feet of asbestos cement water main with ductile iron water main within Lackawaxen Township, Pike County, PA.

 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: Pennsylvania American Water Co.

 Applicant Address: 852 Wesley Drive, Mechanicsburg, PA 17055

 Application Number: PAD450177

 Application Type: New

 Municipality/County: Hamilton Township, Monroe County

 Project Site Name: Stony Garden Dam

 Total Earth Disturbance Area (acres): 2.0 acres

 Surface Waters Receiving Stormwater Discharges: Ross Common Creek (HQ-CWF, MF) Stony Garden Reservoir (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: Repairs and Upgrades to Existing Dam and Water Intake Infrastructure.

 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: Core5 Industrial Partners c/o Brian Reisinger

 Applicant Address: 1250 N. Mountain Road, Harrisburg, PA 17112

 Application Number: PAD390269

 Application Type: New

 Municipality/County: Lowhill Township, Lehigh County

 Project Site Name: Core5 at Route 100

 Total Earth Disturbance Area (acres): 14.79 acres

 Surface Waters Receiving Stormwater Discharges: Tributary to Jordan Creek (aka Cherith Brook) (HQ-CWF, MF)

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

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

 Project Description: The proposed improvements include constructing a new ±100,569 S.F. warehouse, associated parking, stormwater management facilities, utility connections/stubs, etc.

 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: Easton Suburban Water Authority c/o Craig Swinsburg

 Applicant Address: P.O. Box 3819, Easton, PA 18043-3819

 Application Number: PAD480035 A-1

 Application Type: Renewals and Major Amendment

 Municipality/County: Lower Nazareth Township, Northampton County

 Project Site Name: Lower Nazareth Water System Improvements

 Total Earth Disturbance Area (acres): 2.65 acres

 Surface Waters Receiving Stormwater Discharges: Schoeneck Creek (WWF, MF) & UNT to Monocacy Creek (HQ-CWF, MF)

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

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

 Project Description: The Project involves the construction of a new pumping station to service the Lower Nazareth water service area. To supply the station, approximately 9,500 lineal feet of suction and discharge mains including the replacement of the water main along Hecktown Road and crossing SR 33 will be installed. The major amendment covers moving the pumping station to the corner of the church property on Hecktown Road, deleting water main on Country Club Road and adding a 12" main on Hecktown Road between Country Club Road and the pumping station.

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

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

 Northeast Regional Office

 Applicant: PA DOT ENG DIST 4.0

 Applicant Address: 55 Keystone Industrial Park, Dunmore, PA 18512

 Application Number: PA520002D

 Application Type: New

 Municipality/County: Dingman Township, Milford Borough, Pike County

 Project Site Name: SR 0209-450 over Sawkill Creek Bridge Rehabilitation

 Total Earth Disturbance Area (acres): 3.11 acres

 Surface Waters Receiving Stormwater Discharges: Sawkill Creek, Exceptional Value, Migratory Fish (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: Bridge replacement on State Route 209 (Harford Street) over Sawkill Creek in Milford Borough, Pike County.

 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: Standard Farms, LLC

 Applicant Address: 411 Susquehanna Street, White Haven, PA 18661-1112

 Application Number: PAD400022 A-1

 Application Type: Renewal and Major Amendment

 Municipality/County: White Haven Borough, Luzerne County

 Project Site Name: White Haven Re Project

 Total Earth Disturbance Area (acres): 2.43 acres

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

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

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

 Project Description: The previously approved project involved the construction of two (2) 15,438 sq ft greenhouse buildings, an 816 sq ft concrete walkway, a 1,612 sq ft concrete dumpster pad, and stormwater management facilities. This Renewal/Major Modification will consist of the replacement of the originally approved stormwater Capture/Re-Use BMP with a subsurface infiltration facility.

 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: Delaware County Field and Stream Association

 Applicant Address: 713 Chester Creek Road, Brookhaven, PA 19015

 Application Number: PAD230074

 Application Type: New

 Municipality/County: Middletown Township, Delaware County

 Project Site Name: Delaware County Field and Stream Association

 Total Earth Disturbance Area (acres): 8.5 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Chester Creek (TSF, MF)

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

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

 Project Description: The project is a lead reclamation from the shooting range areas. The top 4 inches of soil will be excavated, stockpiled, screened, replaced, and seeded.

 Special Conditions: N/A

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

 Northwest Regional Office

 Applicant: Michael Oberlander

 Applicant Address: 1698 Sedgwick Road, Waterford, PA 16441

 Application Number: PAD250020

 Application Type: New

 Municipality/County: Waterford Borough, Erie County

 Project Site Name: Three Acre Apartments

 Total Earth Disturbance Area (acres): 3.0 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Trout Run HQ, CWF

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

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

 Project Description: The construction of three 8-unit apartment buildings on the south side of West 3rd Street along with associated parking area, stormwater conveyance, and rain garden.

 Special Conditions: No site-specific conditions

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

 Northcentral Regional Office

 Applicant: Robert Gruber

 Applicant Address: 750 W Ridge Road, Elizabethtown, PA 17022

 Application Number: PAD 530014

 Application Type: New

 Municipality/County: Homer Township, Potter County

 Project Site Name: Hideaway Lane Subdivision

 Total Earth Disturbance Area (acres): 13.2 acres

 Surface Waters Receiving Stormwater Discharges: UNT South Woods Branch

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

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

 Project Description: This project will consist of approximately 2,967 ft of access road and 19 residential structures. Infiltration trenches are proposed to treat the increased volume and peak runoff rates.

 Special Conditions: None

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

 Southcentral Regional Office

 Applicant: UGI Carlisle LNG, LLC

 Applicant Address: 835 Knitting Mills Way, Wyomissing, PA 19610

 Application Number: PAD210097

 Application Type: New

 Municipality/County: Middlesex Township, Cumberland County

 Project Site Name: UGI Carlisle LNG Project

 Total Earth Disturbance Area (acres): 40.0 acres

 Surface Waters Receiving Stormwater Discharges: Letort Spring 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: Proposed construction of an access road and 4-million-gallon LNG tank.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4732.

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