NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[52 Pa.B. 1995]
[Saturday, April 2, 2022]

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 the Department 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 provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.

 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.govfor 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.govfor 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.govfor 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 the Department 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.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania Hamilton Relay Service at (800) 654-5984.

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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
0913848	Joint DEP/PFBC Pesticides Permit	Amendment	Village Shires Community Assoc 3001 E Village Road Holland, PA 18966-2935	Northampton Township Bucks County	SERO
0922801	Joint DEP/PFBC Pesticides Permit	New	Brozyna Alex 2 Bennett Lane Newtown, PA 18940	Wrightstown Township Bucks County	SERO
1522802	Joint DEP/PFBC Pesticides Permit	New	Fairville Friends School 216 Pond View Chadds Ford, PA 19317	Kennett Township Chester County	SERO
3121801	Joint DEP/PFBC Pesticides Permit	Amendment	US Army Corp of Engineering Raystown Lake Project 6145 Seven Points Road Hesston, PA 16647-8303	Penn Township Huntingdon County	SCRO
4616822	Joint DEP/PFBC Pesticides Permit	Renewal	Upper Pottsgrove Township Montgomery County 1409 Farmington Avenue Pottstown, PA 19464-1829	Upper Pottsgrove Township Montgomery County	SERO
6017801	Joint DEP/PFBC Pesticides Permit	Amendment	Millward Estates Condominium Association 904 Lakeside Drive Lewisburg, PA 17837-9382	Kelly Township Union County	NCRO
0981420	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Quakerwoods Safari Campgrounds 2225 Rosedale Road Quakertown, PA 18951-4052	Milford Township Bucks County	SERO
PA0102245	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Naptown Boy LLC 4849 US 322 Franklin, PA 16323-7933	Cranberry Township Venango County	NWRO
3083201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	Transfer	Energy Harbor Generation LLC 204 Chase Drive Hurricane, WV 25526-8938	Monongahela Township Greene County	SWRO
1600403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Mark Wineman 8630 Miola Road Lucinda, PA 16235-3920	Highland Township Clarion County	NWRO
361S009	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Naptown Boy LLC 4849 US 322 Franklin, PA 16323-7933	Cranberry Township Venango County	NWRO
6107401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Naptown Boy LLC 4849 US 322 Franklin, PA 16323-7933	Cranberry Township Venango County	NWRO
NOEXNW037	No Exposure Certification	Renewal	Alpha Sintered Metals LLC 95 Mason Run Road Ridgway, PA 15853-6901	Ridgway Township Elk County	NWRO
PAG033594	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Mechanicsburg Terminal DE LLC 900 S Eisenhower Boulevard Middletown, PA 17057-5503	Silver Spring Township Cumberland County	SCRO
PAG044825	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Courtney Babe & Cecil Hall P.O. Box 129 Woodland, PA 16881-0129	Bradford Township Clearfield County	NCRO
PAG049285	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Fred & Sandra Donato 21835 Route 62 Tionesta, PA 16353-6911	Hickory Township Forest County	NWRO
PAG103549	PAG-10 NPDES General Permit for Hydrostatic Test Water	Renewal	Sunoco Pipeline LP 100 Green Street Marcus Hook, PA 19061-4800	Spring Township Berks County	SCRO
PAG153504	PAG-15 NPDES General Permit for Pesticides	Amendment	US Army Corp of Engineering Raystown Lake Project 6145 Seven Points Road Hesston, PA 16647-8303	Penn Township Huntingdon County	SCRO
PA0270831	Pesticides Individual NPDES Permit	Amendment Minor	PA Game Comm 2001 Elmerton Avenue Harrisburg, PA 17110-9762	Statewide	CO
0313400	Pump Stations Individual WQM Permit	Amendment	Manor Township Joint Municipal Authority Armstrong County P.O. Box 993 300 S McKean Street Kittanning, PA 16201-0993	Kittanning Borough Armstrong County	NWRO
0320402	Pump Stations Individual WQM Permit	Amendment	Manor Township Joint Municipal Authority Armstrong County P.O. Box 66 Ford City, PA 16226-0066	Ford City Borough Armstrong County	NWRO
0320403	Pump Stations Individual WQM Permit	Amendment	Manor Township Joint Municipal Authority Armstrong County P.O. Box 66 Ford City, PA 16226-0066	Ford City Borough Armstrong County	NWRO
0375401	Pump Stations Individual WQM Permit	Amendment	Manor Township Joint Municipal Authority Armstrong County P.O. Box 66 Ford City, PA 16226-0066	Ford City Borough Armstrong County	NWRO
1722403	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Courtney Babe & Cecil Hall P.O. Box 129 Woodland, PA 16881-0129	Bradford Township Clearfield County	NCRO
5622400	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Lacey Shaun 1527 Peninsula Drive Central City, PA 15926-9123	Indian Lake Borough Somerset County	SWRO
WQG018494	WQG-01 WQM General Permit	Transfer	Fred & Sandra Donato 21835 Route 62 Tionesta, PA 16353-6911	Hickory Township Forest County	NWRO

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

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 Northcentral Regional Office

 PA0228061, Sewage, SIC Code 4952, Aqua PA Wastewater, Inc., 762 West Lancaster Avenue, Byrn Mawr, PA 19010. Facility Name: Treasure Lake Resort. This existing facility is located in Sandy Township, Clearfield County.

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

 The receiving stream(s), Narrows Creek (CWF), is located in State Water Plan watershed 17-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 1 MGD.

	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	0.05	XXX	0.17
Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30	200	300	XXX	24.0	36.0	48
May 1 - Oct 31	100	150	XXX	12.0	18.0	24
Total Suspended Solids	250	375	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	37	56	XXX	4.5	6.0	9
May 1 - Oct 31	12	18	XXX	1.5	2.0	3
Chromium, Hexavalent (ug/L)	0.11	0.18 Daily Max	XXX	13.5	21.0 Daily Max	33.9
Copper, Total (ug/L)	0.15	0.23 Daily Max	XXX	17.8	27.7 Daily Max	44.4
Cyanide, Free (ug/L)	0.043	0.067 Daily Max	XXX	5.18	8.08 Daily Max	12.9
Total Nitrogen	Report Avg Qrtly	Report Daily Max	XXX	Report Avg Qrtly	Report Daily Max	XXX
Total Phosphorus	Report Avg Qrtly	Report Daily Max	XXX	Report Avg Qrtly	Report Daily Max	XXX
Zinc, Total (ug/L)	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Aluminum, Total (ug/L)	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

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

 • WET Testing 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.

 Northwest Regional Office

 PA0221708, Sewage, SIC Code 4952, Chicora Borough Sewer Authority, P.O. Box 35, Chicora, PA 16025-0035. Facility Name: Chicora Borough STP. This existing facility is located in Chicora Borough, 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 Buffalo Creek (HQ-CWF), is located in State Water Plan watershed 18-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.201 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	7.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	16.8	25.1	XXX	10.0	15.0	20
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	50.3	76.4	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 Daily Max	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	7.5	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	2.5	XXX	XXX	1.5	XXX	3
Total Phosphorus	3.4	XXX	XXX	2.0	XXX	4
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 PA0252760, Sewage, SIC Code 4952, Pine Township, P.O. Box 111, Templeton, PA 16259-0111. Facility Name: Pine Township STP. This existing facility is located at 115 5th Street, Templeton, PA 16259, located in Pine Township, Armstrong 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), 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 .06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Wkly Avg	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	12.5	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	15.0	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	12.5	XXX	XXX	25.0	XXX	50.0
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Chloride	XXX	XXX	XXX	Report	XXX	XXX
Nickel, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report Avg Qrtly	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.

 PA0264580, Sewage, SIC Code 8800, Raymond Bates, 248 Carbon Center Road, Butler, PA 16002-1020. Facility Name: Raymond Bates SRSTP. This existing facility is located in Summit Township, Butler 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 Bonnie Brook (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 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.

 PA0290408, Sewage, SIC Code 8800, Charles Plinta, 127 Mohawk Trail, Slippery Rock, PA 16057-3621. Facility Name: Charles Plinta SRSTP. This proposed facility is located in Slippery Rock Township, Butler County.

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

 The receiving stream(s), 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 .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

 PA0044059, Industrial, SIC Code 0921, PA Fish & Boat Comm Fisheries Bureau, Benner Spring Fish Research Station, State College, PA 16801. Facility Name: Reynoldsdale Fish Culture Station. This existing facility is located in East Saint Clair Township, Bedford County.

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

 The receiving stream(s), Unnamed Tributary to Dunning Creek (WWF, MF), is located in State Water Plan watershed 11-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.7304 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Nitrate-Nitrite as N  (Total Load, lbs) (lbs)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Avg Qrtly	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.7304 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30	214	428	XXX	16.0	32.0	40
May 1 - Oct 31	107	214	XXX	8.0	16.0	20
Total Suspended Solids	133	266	XXX	10.0	20.0	25
Ammonia-Nitrogen
Nov 1 - Apr 30	100	200	XXX	7.5	15.0	19
May 1 - Oct 31	33	66	XXX	2.5	5.0	6.5
Formaldehyde	13.0	26.0	XXX	0.97	1.94	2.42

 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.

 PA0051560, Industrial, SIC Code 4941, Western Berks Water Authority, 91 Water Road, Sinking Spring, PA 19608-9632. Facility Name: Western Berks Water Authority. This existing facility is located in Lower Heidelberg Township, Berks 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), Tulpehocken Creek (CWF, MF) and Unnamed Tributary to Cacoosing Creek, 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 .27 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.6
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Total Phosphorus	XXX	Report	XXX	XXX	Report	XXX
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

 The proposed effluent limits for Outfall 002 are based on a design flow of .028 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Total Phosphorus	XXX	Report	XXX	XXX	Report	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.

 PA0055328, Industrial, SIC Code 4953, New Morgan Landfill Co. Inc., P.O. Box 128, Morgantown, PA 19543-0128. Facility Name: Conestoga Landfill. This existing facility is located in New Morgan Borough, Berks 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), Conestoga River (WWF) 7-J 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 .075 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
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	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	13.1	26.3	XXX	21	42	53
Total Suspended Solids	16.9	55.0	XXX	27	88	110
Total Dissolved Solids	Report	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	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	3.1	6.3	XXX	4.9	10	12.5
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	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Antimony, Total	Report	Report	XXX	Report	Report	XXX
Arsenic, Total	0.051	0.079	XXX	0.082	0.127	0.21
Boron, Total  (interim)	Report	Report	XXX	Report	Report	XXX
Boron, Total  (final)	9.63	15.0	XXX	15.4	24.0	38.5
Cobalt, Total	Report	Report	XXX	Report	Report	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX
Copper, Total  (final)	0.11	0.21	XXX	0.18	0.33	0.45
Iron, Dissolved	Report	Report	XXX	Report	Report	XXX
Nickel, Total	Report	Report	XXX	Report	Report	XXX
Selenium, Total	Report	Report	XXX	Report	Report	XXX
Sulfate, Total	Report	XXX	XXX	Report	XXX	XXX
Zinc, Total	Report	Report	XXX	0.11	0.20	0.28
Phenol	Report	Report	XXX	0.015	0.026	0.038
a-Terpineol	Report	Report	XXX	0.016	0.033	0.041
Benzoic Acid	Report	Report	XXX	0.071	0.12	0.18
Chloride	Report	XXX	XXX	Report	XXX	XXX
Bromide	Report	XXX	XXX	Report	XXX	XXX
p-Cresol	Report	Report	XXX	0.014	0.025	0.035

 The proposed effluent limits for Outfall 001 are based on a design flow of .075 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	64.0 Total Annual	XXX	XXX	XXX	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	Instant. Maximum
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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
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
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Magnesium, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Organic Carbon	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	12,500 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	64.0 Total Annual	XXX	XXX	XXX	XXX

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

 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.

 PA0261106, Industrial, SIC Code 3339, Voith Hydro Inc., P.O. Box 15002, York, PA 17405. Facility Name: Voith Siemens Hydro. This existing facility is located in West Manchester Township, York County.

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

 The receiving stream(s), Unnamed Tributary of Codorus Creek (WWF) and Unnamed Tributary of Codorus Creek (WWF, MF), is located in State Water Plan watershed 7-H and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .15 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	9.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 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	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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 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	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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 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	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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 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	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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 717-705-4732.

 The EPA Waiver is in effect.

 PA0024708, Sewage, SIC Code 4952, Union Township Municipal Authority, Mifflin County, P.O. Box 5625, Belleville, PA 17004-5625. Facility Name: Union Township STP. This existing facility is located in Union Township, Mifflin 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), Kishacoquillas Creek (CWF), is located in State Water Plan watershed 12-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Zinc, Total	Report Semi Avg	XXX	XXX	Report Semi Avg	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .65 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.28	XXX	0.93
Carbonaceous Biochemical Oxygen Demand (CBOD5)	135.0	215.0	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	160.0	240.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
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	73.0	XXX	XXX	13.5	XXX	26
May 1 - Oct 31	24.0	XXX	XXX	4.5	XXX	9
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	10.8	XXX	XXX	2.0	XXX	4
Total Phosphorus   (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	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 not in effect.

 PA0027189, Sewage, SIC Code 4952, Lower Allen Township Authority, 120 Limekiln Road, New Cumberland, PA 17070-2428. Facility Name: Lower Allen Township STP. This existing facility is located in Fairview 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), Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-E 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 7.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
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	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	1,564	2,502 Wkly Avg	XXX	25.0	40.0	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	1,877	2,815 Wkly Avg	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity (µw/cm2)	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
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
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	125	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total	Report	Report	XXX	Report	Report Daily Max	XXX
Bromide	Report	Report	XXX	Report	Report Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	114,154 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	15,221 Total Annual	XXX	XXX	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 not in effect.

 PA0081213, Sewage, SIC Code 4952, Clay Township Supervisors, 870 Durlach Road, Stevens, PA 17578. Facility Name: Hopeland Village WWTP. This existing facility is located in Clay Township, Lancaster 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 Middle Creek (TSF, MF), is located in State Water Plan watershed 7-J 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 .035 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.14	XXX	0.46
Carbonaceous Biochemical Oxygen Demand (CBOD5)	7.3	12	XXX	25	40	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	8.8	13	XXX	30	45	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
Ammonia-Nitrogen
Nov 1 - Apr 30	3.1	XXX	XXX	10.5	XXX	21.0
May 1 - Oct 31	1.0	XXX	XXX	3.5	XXX	7.0
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report Total Mo	XXX	Report	XXX	XXX
Total Nitrogen (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus	0.6	Report Total Mo	XXX	2.0	XXX	4.0
Total Phosphorus (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

 • Other Requirements

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

 The EPA Waiver is in effect.

 PA0266361, Sewage, SIC Code 1521, Roger Allen Graves, 53 Sassafras Lane, Delta, PA 17314-7000. Facility Name: Roger Graves Res. This existing facility is located in Peach Bottom Township, York County.

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

 The receiving stream(s), Fishing Creek (CWF (existing use)), is located in State Water Plan watershed 7-I 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
pH (S.U.)	XXX	XXX	5.0 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 717-705-4732.

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0056880, Industrial, SIC Code 4952, Lower Bucks County Joint Municipal Authority, 7811 New Falls Road, Levittown, PA 19058-0460. Facility Name: LBCJMA Water Treatment Plant. This existing facility is located in Tullytown Borough, Bucks 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), Delaware River (WWF, MF) and Martins Creek (WWF), is located in State Water Plan watershed 2-E and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.7 MGD.—Limits.

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

 The proposed effluent limits for Outfall MP 103 are based on a design flow of 0.48 MGD.—Limits.

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

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

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

 • TRC minimization in effluent

 • Development of Operations & Maintenance (O&M) Plan

 • Chemical Additives requirements

 • Sedimentation Basin Cleaning requirements

 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.

 PA0055875, Sewage, SIC Code 4952, The Upper Hanover Authority, 1704 Pilllsbury Road, East Greenville, PA 18041-0205. Facility Name: Macoby Ck STP. This existing facility is located in Upper Hanover 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), Macoby Creek (TSF, MF), is located in State Water Plan watershed 3-E and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	33.4	50	XXX	10	15	20
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	33.4	50	XXX	10	15	20
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	5.0	XXX	XXX	1.5	XXX	3
Total Phosphorus	1.0	XXX	XXX	0.3	XXX	0.6
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 • No stormwater

 • Property Rights

 • Sludge Removal

 • TRC Minimization

 • Small Stream

 • Responsible Operator

 • O&M Plan

 • DRBC Fecal Coliform

 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

 PA0094757, Sewage, SIC Code 6036, E.J. Holtz Sewer, Inc., 633 Logan Boulevard, Altoona, PA 16602-4139. Facility Name: Lake Cresson Manor STP. This existing facility is located in Allegheny 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), Clearfield Creek (WWF), is located in State Water Plan watershed 8-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 .025 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	0.025	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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
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	Report	XXX	Report
May 1 - Oct 31	XXX	XXX	XXX	20.0	XXX	40.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
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

 *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.

 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.

 PA0256064, Sewage, SIC Code 8800, Rudolph Barsis, 77 Hickory Road, Claysville, PA 15323-1162. Facility Name: Barsis Properties SRSTP. This proposed facility is located in East Finley Township, Washington 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 Templeton Fork (TSF), is located in State Water Plan watershed 20-E 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 .004 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 412-442-4000.

 The EPA Waiver is in effect.

 PA0284807, Storm Water, SIC Code 9999, Green Diamond Services, LLC, 127 Clairton Street, Johnstown, PA 15907-0151. Facility Name: Franklin Industrial Complex. This proposed facility is located in Franklin Borough, Cambria County.

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

 The receiving stream(s), Little Conemaugh River (WWF), is located in State Water Plan watershed 18-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 Outfalls 001—003:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	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
Manganese, 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 in effect.

 PA0003603 A-1, Industrial, SIC Code 3312, Universal Stainless & Alloy Products, Inc., 600 Mayer Street, Bridgeville, PA 15017-2705. Facility Name: Universal Stainless & Alloy Prods, Inc. This existing facility is located in Collier Township, Allegheny County.

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

 The receiving stream(s), Sawmill Run (WWF), McLaughlin Run (WWF), and Painters Run (WWF), is located in State Water Plan watershed 20-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—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
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
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Magnesium, Total	XXX	XXX	XXX	XXX	XXX	Report
Molybdenum, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 002 are based on a design flow of .012 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
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
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Magnesium, Total	XXX	XXX	XXX	XXX	XXX	Report
Molybdenum, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 002 are based on a design flow of .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 Daily Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5 Daily Max	XXX	1.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110.0

 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	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
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Magnesium, Total	XXX	XXX	XXX	XXX	XXX	Report
Molybdenum, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

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

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

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

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

 The proposed effluent limits for Outfall 018 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
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
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Copper, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Magnesium, Total	XXX	XXX	XXX	XXX	XXX	Report
Molybdenum, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 019 are based on a design flow of .0014 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5 Daily Max	XXX	1.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110.0

 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.

 PA0254843, Industrial, SIC Code 4941, West View Water Authority, Allegheny County, 210 Perry Highway, Pittsburgh, PA 15229-1862. Facility Name: Beaver County WTP. This existing facility is located in Baden Borough, Beaver County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.08 MGD.—Limits.

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

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

 • Chemical Additives

 • Sedimentation Basin Cleaning

 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.

 PA0256099, Industrial, SIC Code 4619, Laurel Mountain Midstream Operations, LLC, 111 Enterprise Lane, Connellsville, PA 15425-6617. Facility Name: Herriott Well Connect. This proposed facility is located in German Township, Fayette County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of hydrostatic testing water.

 The receiving stream(s), Unnamed Tributary to Dunlap Creek (WWF), Unnamed Tributary to Browns Run (WWF), and Middle Run (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 0.0067 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	Report	4.632	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	Report	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	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.69	1.07	1.72(1)
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	7.0
Selenium, Total (ug/L)	XXX	XXX	XXX	6.34	9.89	15.9(1)
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.024 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	Report	16.43	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	Report	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	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.65	1.01	1.62(1)
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	7.0
Selenium, Total (ug/L)	XXX	XXX	XXX	5.69	8.88	14.2(1)
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0081 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	Report	5.633	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	Report	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	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.66	1.03	1.66(1)
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	7.0
Selenium, Total (ug/L)	XXX	XXX	XXX	5.92	9.24	14.8(1)
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 ⁽¹⁾Limit included for Department evaluation sampling during inspections only.

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

 • Best Management Practices

 • Acquisition of Hydrostatic Test Water

 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.

 

 Northeast Regional Office

 PA0276529, Storm Water, SIC Code 4953, GFL Environmental, Inc., 17 Industrial Park Road, Lake Ariel, PA 18463. Facility Name: Lake Ariel Hauling. This proposed facility is located in Sterling Township, Wayne County.

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

 The receiving stream(s), Unnamed Tributary to West Branch Wallenpaupack Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 • Stormwater BMPs

 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.

 PAS802222, Storm Water, SIC Code 7699, Male Road Ind Properties, LP, P.O. Box 160, Wind Gap, PA 18091-0160. Facility Name: Male Rd Ind Properties LP. This existing facility is located in Plainfield Township, Northampton County.

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

 The receiving stream(s), Unnamed Tributary to Little Bushkill Creek, is located in State Water Plan watershed 1-F and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater BMPs

 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.

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

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Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD390225	New	Real Deal Management, Inc. 1 International Blvd. Suite 410 Mahwah, NJ 07430	Upper Macungie Township Lehigh County	NERO
PAD390235	Renewal	PPL Electric Utilities Corporation 827 Hausman Rd. Allentown, PA 18104	Lower Macungie Township Upper Macungie Township Lehigh County	NERO
PAD060062	New	150 Birch Hill Industrial Development, LLC 5 Knowles Creek Road New Hope, PA 18938-9250	Perry Township Berks County	SCRO
PAD010013	New	Waynesboro Borough Authority 55 East Main Street Waynesboro, PA 17268	Hamiltonban Township Adams County	SCRO
PAD670067	New	Market Industrial LLC 254 West 31st Street 4th Floor New York, NY 10001	Springettsbury Township York County	SCRO
PA420001D	New	Highland Field Services LLC 5800 Corporate Drive Suite 300 Pittsburgh, PA 15237	Sergeant Township McKean County	NWRO

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