NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[52 Pa.B. 7396]
[Saturday, December 3, 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 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 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.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: 814-332-6078. 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
0418800	Joint DEP/PFBC Pesticides Permit	Renewal	Bernadette Wolfe 2 Darlington Road Beaver Falls, PA 15010	Fallston Borough Beaver County	SWRO
0615802	Joint DEP/PFBC Pesticides Permit	Renewal	Green Hills Lake Association 1001 Lake View Drive Mohnton, PA 19540-7966	Robeson Township Berks County	SCRO
0813801	Joint DEP/PFBC Pesticides Permit	Renewal	Sayre Borough Bradford County 110 W Packer Avenue Sayre, PA 18840-2053	Sayre Borough Bradford County	NCRO
1513810	Joint DEP/PFBC Pesticides Permit	Renewal	Winter Barbara 936 Shenkel Road Pottstown, PA 19465-7210	North Coventry Township Chester County	SERO
1513888	Joint DEP/PFBC Pesticides Permit	Renewal	PA American Water Co. 100 Cheshire Court Coatesville, PA 19320-5806	West Caln Township Chester County	SERO
1713803	Joint DEP/PFBC Pesticides Permit	Renewal	Treasure Lake POA Inc. 13 Treasure Lk DuBois, PA 15801-9001	Sandy Township Clearfield County	NCRO
2113801	Joint DEP/PFBC Pesticides Permit	Renewal	Stewart Doris 192 Carlisle Road Newville, PA 17241-9500	West Pennsboro Township Cumberland County	SCRO
2313835	Joint DEP/PFBC Pesticides Permit	Renewal	Hilloch HOA 56 Heyburn Road Chadds Ford, PA 19317-9141	Chadds Ford Township Delaware County	SERO
2313836	Joint DEP/PFBC Pesticides Permit	Renewal	Schwartzman James 401 Gulph Creek Road Radnor, PA 19087-3721	Radnor Township Delaware County	SERO
2617800	Joint DEP/PFBC Pesticides Permit	Renewal	Torbich Thomas 178 Edison Street Uniontown, PA 15401-2579	Wharton Township Fayette County	SWRO
3513814	Joint DEP/PFBC Pesticides Permit	Renewal	Newton Lake Association 332 Washington Street Greenfield Township, PA 18407-3833	Greenfield Township Lackawanna County	NERO
3613801	Joint DEP/PFBC Pesticides Permit	Renewal	Victoria's Pond HOA 35 Briar Rose Trail Elizabethtown, PA 17022-9335	West Donegal Township Lancaster County	SCRO
3613815	Joint DEP/PFBC Pesticides Permit	Renewal	Williammee Richard 1599 Sanctuary Road Manheim, PA 17545-8581	Penn Township Lancaster County	SCRO
3815801	Joint DEP/PFBC Pesticides Permit	Renewal	Lebanon Co. Historical Society 924 Cumberland Street Lebanon, PA 17042-5139	North Lebanon Township Lebanon County	SCRO
4013806	Joint DEP/PFBC Pesticides Permit	Renewal	Lake Silkworth Property Owners 22 Eleanor Drive Hunlock Creek, PA 18621-4257	Lehman Township Luzerne County	NERO
4613802	Joint DEP/PFBC Pesticides Permit	Renewal	Hill School 717 East High Street Pottstown, PA 19464	Pottstown Borough Montgomery County	SERO
4613803	Joint DEP/PFBC Pesticides Permit	Renewal	Philmont Country Club P.O. Box 129 Huntingdon Valley, PA 19006-0129	Lower Moreland Township Montgomery County	SERO
4613804	Joint DEP/PFBC Pesticides Permit	Renewal	Spring Lake HOA 20 Lakes Edge Road Royersford, PA 19468-1839	Limerick Township Montgomery County	SERO
5513801	Joint DEP/PFBC Pesticides Permit	Renewal	Gary and Sandy Sojka 1335 Creek Road Middleburg, PA 17842-8299	Beaver Township Snyder County	NCRO
5513802	Joint DEP/PFBC Pesticides Permit	Renewal	Klaue Mary 315 Walnut Road Middleburg, PA 17842-8949	Franklin Township Snyder County	NCRO
5613814	Joint DEP/PFBC Pesticides Permit	Renewal	Hidden Valley Foundation, Inc. 777 Waterwheel Drive Seven Springs, PA 15622	Jefferson Township Somerset County	SWRO
5813801	Joint DEP/PFBC Pesticides Permit	Renewal	Lewis Lake Association P.O. Box 6 Union Dale, PA 18470-0006	Herrick Township Susquehanna County	NERO
6013803	Joint DEP/PFBC Pesticides Permit	Renewal	Diversified Treatment Alternatives, Inc. 148 Fairfield Road Lewisburg, PA 17837-9214	Buffalo Township Union County	NCRO
6513805	Joint DEP/PFBC Pesticides Permit	Renewal	Wiggins Hollis 167 Chancery Lane Ligonier, PA 15658-1286	Ligonier Borough Westmoreland County	SWRO
0471408	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Hopewell Township Beaver County 1700 Clark Boulevard Aliquippa, PA 15001-4205	Hopewell Township Beaver County	SWRO
2598409	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Union City Borough Municipal Authority Erie County 22 S Main Street Union City, PA 16438-1329	Union Township Erie County	NWRO
4909406	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Shamokin & Coal Township Joint Sewer Authority Northumberland County 114 Bridge Street Shamokin, PA 17872-7690	Ralpho Township Northumberland County	NCRO
5309401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Galeton Borough Authority Potter County 24 West Main Street Galeton, PA 16922-1264	Galeton Borough Potter County	NCRO
6300404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Midway Sewer Authority Washington County P.O. Box 600 Midway, PA 15060-0600	Robinson Township Washington County	SWRO
6722406	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	New	Constellation Energy Generation, LLC 1848 Lay Road Delta, PA 17314-9032	Peach Bottom Township York County	SCRO
NOEXNE002	No Exposure Certification	Renewal	Leggett & Platt, Inc. 515 Salem Boulevard Berwick, PA 18603-6459	Salem Township Luzerne County	NERO
NOEXNW227	No Exposure Certification	New	Imperial System, Inc. 7320 W Market Street Mercer, PA 16137-6604	Mercer Borough Mercer County	NWRO
NOEXSE290	No Exposure Certification	Renewal	Durham School Service, LP 2601 Navistar Drive Lisle, IL 60532	Newtown Township Bucks County	SERO
PAG036109	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Fed Express 3620 Hacks Cross Road Bldg B, Floor 2 Memphis, TN 38125	Aliquippa City Beaver County	SWRO
PAG036110	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Fed Express 3620 Hacks Cross Road Bldg B Floor 2 Memphis, TN 38125	Pittsburgh City Allegheny County	SWRO
PAG049335	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Joann and Kenneth Bawol 8084 Clair Wright Road Girard, PA 16417-7936	Franklin Township Erie County	NWRO
6522406	Sewer Extensions WQM Individual Permit	New	Franklin Township Municipal Sanitary Authority Westmoreland County 3001 Meadowbrook Road Murrysville, PA 15668-1627	Murrysville Borough Westmoreland County	SWRO
PA0288721	Single Residence STP Individual NPDES Permit	Transfer	Benson Rita 16491 Route 957 Bear Lake, PA 16402-3733	Freehold Township Warren County	NWRO
2522437	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Charles and Penny Keller 9801 Fry Road McKean, PA 16426-1714	McKean Township Erie County	NWRO
2522439	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Leicht Jacob 10649 West Road Albion, PA 16401-8717	Elk Creek Township Erie County	NWRO
2722401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Kasony Dom 310 Hickory Nut Road Eighty Four, PA 15330	Tionesta Township Forest County	NWRO
6220406	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Benson Rita 16491 Route 957 Bear Lake, PA 16402-3733	Freehold Township Warren County	NWRO
WQG018539	WQG-01 WQM General Permit	Transfer	Joann and Kenneth Bawol 8084 Clair Wright Road Girard, PA 16417-7936	Franklin Township Erie County	NWRO
WQG02092008	WQG-02 WQM General Permit	Amendment	Warminster Municipal Authority Bucks County 415 Gibson Avenue P.O. Box 2279 Warminster, PA 18974-4163	Warminster Township Bucks County	SERO

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

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 Northcentral Regional Office

 PA0112127, Industrial, SIC Code 0921, Pennsylvania Fish and Boat Commission, 1735 Shiloh Road, State College, PA 16801-8400. Facility Name: Tylersville Fish Culture Station. This existing facility is located in Logan Township, Clinton County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste from the Tylersville State Fish Hatchery.

 The receiving stream(s), Fishing Creek (HQ-CWF), is located in State Water Plan watershed 9-C 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 4.8 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (GPM)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Biochemical Oxygen  Demand (BOD5)  Industrial Influent	XXX	XXX	XXX	Report	Report Avg Mo	XXX
Biochemical Oxygen  Demand (BOD5)	Report	Report	XXX	Report	Report	10
Biochemical Oxygen  Demand (BOD5)  Effluent Net	240	360	XXX	5	7.5	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	9
Total Suspended Solids  Industrial Influent	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids  Effluent Net	216	324	XXX	4.5	6.7	XXX
Total Suspended Solids  (Total Load, lbs) (lbs)	Report	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	1.0	2.0 Daily Max	2.5
Phosphorus, Dissolved	XXX	XXX	XXX	0.3	0.6 Daily Max	0.75
Formaldehyde	XXX	XXX	XXX	0.70	1.4 Daily Max	1.7

 The proposed effluent limits for Outfall 001 are based on a design flow of 7.38 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Suspended Solids  (Total Load, lbs) (lbs)  Effluent Net	XXX	42,705 Total Annual	XXX	XXX	XXX	XXX
Total Suspended Solids  (Total Load, lbs) (lbs)	XXX	42,705 Total Annual	XXX	XXX	XXX	XXX

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

 • Chemical Additives

 • Minimum Spring Bypass

 • BMPs for aquaculture

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0239551, Sewage, SIC Code 4952, 7033, Erin and Michael Cuprinka, 1665 Big Bend Road, Emlenton, PA 16373-7403. Facility Name: Cuprinkas Highlands Camp. This existing facility is located in Scrubgrass Township, Venango 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 Little Scrubgrass Creek, located in State Water Plan watershed 16-G and classified for Cold Water 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 .015 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
E. Coli	XXX	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
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0291188, Sewage, SIC Code 8800, John and Shari Gould, 5460 Gibson Hill Road, Edinboro, PA 16412-1871. Facility Name: John & Shari Gould SRSTP. This proposed facility is located in Washington Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to Conneauttee Creek, 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 0.0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual verage	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

 PA0291196, Sewage, SIC Code 8800, Destin and Meghan DeMarion, 7814 Dutton Road, Harborcreek, PA 16421-1115. Facility Name: Destin & Meghan DeMarion SRSTP. This proposed facility is located in Harborcreek 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), Eightmile Creek, 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 0.0004 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

 PA0291269, Sewage, SIC Code 8800, Carol Holland, 103 Mohawk Trail, Slippery Rock, PA 16057. Facility Name: Carol Holland 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, 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 0.0004 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

 PA0291391, Sewage, SIC Code 8800, Beth Carlson, 124 Heath Drive, Baden, PA 15005-9616. Facility Name: Beth Carlson SRSTP. This proposed facility is located in Jefferson 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), Daley Run (WWF), is located in State Water Plan watershed 20-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
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

 PA0020885, Sewage, SIC Code 4952, Mechanicsburg Borough, 36 W Allen Street, Mechanicsburg, PA 17055-6257. Facility Name: Mechanicsburg STP. This existing facility is located in Mechanicsburg Borough, Cumberland 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), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Warm 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 2.08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.45	XXX	1.48
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	433	693	XXX	25	40	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	520	780	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
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	277	XXX	XXX	16	XXX	32
May 1 - Oct 31	156	XXX	XXX	9.0	XXX	18
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	34	XXX	XXX	2.0	XXX	4
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	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	37,990 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	5,065 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0026077, Sewage, SIC Code 4952, Carlisle Borough, 54 N Middlesex Road, Carlisle, PA 17013-1627. Facility Name: Carlisle Regional WWTP. This existing facility is located in Middlesex Township, Cumberland 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), Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	1,459	2,335	XXX	25.0	40.0 Wkly Avg	70
May 1 - Oct 31	992	1,576	XXX	17.0	27.0 Wkly Avg	47
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	1,751	2,627	XXX	30.0	45.0 Wkly Avg	85
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
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	577	XXX	XXX	9.9	XXX	27
May 1 - Oct 31	192	XXX	XXX	3.3	XXX	9.2
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	58	XXX	XXX	1.0	XXX	2.8
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
Hardness, Total (as CaCO3) Instream Monitoring	XXX	XXX	XXX	Report	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Hardness, Total (as CaCO3) Downstream Monitoring	XXX	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs) (lbs)  Effluent Net	XXX	127,852 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	17,047 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.

 Southcentral Regional Office

 PA0044113, Sewage, SIC Code 4952, South Middleton Township Municipal Authority, P.O. Box 8, Boiling Springs, PA 17007-0008. Facility Name: South Middleton Township STP. This existing facility is located in South Middleton Township, Cumberland County.

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

 The receiving stream(s), Yellow Breeches Creek (HQ-CWF), is located in State Water Plan watershed 7-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	218	325	XXX	17.5	26.0	35
May 1 - Oct 31	187	275	XXX	15.0	22.0	30
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	250	375	XXX	20.0	30.0	40
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light 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
Nov 1 - Apr 30	119	XXX	XXX	9.5	XXX	19
May 1 - Oct 31	100	XXX	XXX	8.0	XXX	16
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	18.5	XXX	XXX	1.5	XXX	3
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	Report	Report Daily Max	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	27,397 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	3,653 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.

 Southcentral Regional Office

 PA0081001, Sewage, SIC Code 4952, Saint Thomas Township Municipal Authority, Franklin County, 175 Saint Thomas Edenville Road, St Thomas, PA 17252. Facility Name: St Thomas Township STP. This existing facility is located in Saint Thomas Township, Franklin County.

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

 The receiving stream(s), Back Creek (WWF), is located in State Water Plan watershed 13-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 .4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	83	133	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	100	150	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	60	XXX	XXX	18.0	XXX	XXX
May 1 - Oct 31	20.0	XXX	XXX	6.0	XXX	12
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	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .4 MGD.—Limits.

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

 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	7306 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	974 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.

 Southcentral Regional Office

 PA0084182, Sewage, SIC Code 4952, Peters Township Municipal Authority, P.O. Box 19, Lemasters, PA 17231-0019. Facility Name: Peters Township Fort Loudon STP. This existing facility is located in Peters Township, Franklin County.

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

 The receiving stream(s), West Branch Conococheague Creek (TSF, MF), is located in State Water Plan watershed 13-C and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .1 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	21	33	XXX	25.0	40.0	50
Total Suspended Solids	25	38	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .1 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0247740, Sewage, SIC Code 7999, Big Spring Fish & Game, P.O. Box 81, Newville, PA 17241-0081. Facility Name: Big Spring Fish & Game Properties. This existing facility is located in North Newton Township, Cumberland County.

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

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

 The proposed effluent limits for 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	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0291668, Sewage, SIC Code 6514, Shane Noye, 714 Lower Riggles Gap Road, Altoona, PA 16601-8836. Facility Name: Noye Res. This proposed facility is located in Antis Township, Blair 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 Riggles Gap Run (CWF, MF), is located in State Water Plan watershed 11-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 (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.

 Southcentral Regional Office

 PA0291706, Sewage, SIC Code 6514, Joshua Bittle, 1335 N State Route 934, Annville, PA 17003-8928. Facility Name: Joshua Bittle Properties. This proposed facility is located in Cromwell Township, Huntingdon 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), Shade Creek (TSF, MF), is located in State Water Plan watershed 12-C and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

 PA0011631, Storm Water, SIC Code 4911, WP Cromby LLC, 133 River Road, Mystic, CT 06355. Facility Name: Former Cromby Generating Station. This existing facility is located in East Pikeland Township, Chester County.

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

 The receiving stream, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-D 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 002 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 004 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 004 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 009 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 009 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report	XXX

 Stormwater Outfall 008 is not required to be monitored.

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

 A. Stormwater Outfalls

 B. BMPs

 C. Routine Inspections

 D. PPC Plan

 E. Stormwater Monitoring Requirements

 F. Acquire Necessary Property Rights

 G. Proper Sludge Disposal

 H. PCB/PMP Requirement

 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

 PA0096601, Sewage, SIC Code 4952, Lower Ten Mile Joint Sewer Authority, 144 Chartiers Road, Jefferson, PA 15344-4115. Facility Name: Williamstown STP. This existing facility is located in East Bethlehem Township, Washington 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), Tenmile Creek (WWF), is located in State Water Plan watershed 19-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.299 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.299 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.299 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	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	60.0	95.0	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	70.0	110.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	62.3	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	27.4	XXX	XXX	11.0	XXX	22
Copper, Total	Report	XXX	XXX	Report	Report Daily Max	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

 PA0218855, Sewage, SIC Code 1241, Consol Pennsylvania Coal Company LLC, 1000 Consol Energy Drive, Suite 100, Canonsburg, PA 15317-6506. Facility Name: Enlow Fork Mine 3N2 Portal Bathhouse Facility. This existing facility is located in East Finley Township, Washington 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), Rocky Run, is located in State Water Plan watershed 20-E 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 0.035 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.035 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.035	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.04	XXX	0.1
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	25	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	20	XXX	40
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	6.0	XXX	12.0
May 1 - Oct 31	XXX	XXX	XXX	2.0	XXX	4.0

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

 • Optimization of chlorine dosage

 • Notification of the designation of responsible operator

 • Solids management for non-lagoon system

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0284947, Sewage, SIC Code 8800, Trisha Woroszylo, 221 Silver Spring Lane, New Brighton, PA 15066-3585. Facility Name: Woroszylo Properties SRSTP. This proposed facility is located in Daugherty Township, Beaver 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 Blockhouse Run (WWF), is located in State Water Plan watershed 20-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for 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	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

 PA0027481, Industrial, SIC Code 4911, Energy Harbor Generation LLC, P.O. Box 128, Shippingport, PA 15077-0128. Facility Name: Little Blue Run Disposal Area (Former Bruce Mansfield Power Plant). This existing facility is located in Shippingport Borough, Beaver County.

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

 The receiving streams, Mill Creek (TSF), Little Blue Run (TSF), Unnamed Tributary to Mill Creek (TSF), and the Ohio River (WWF), are located in State Water Plan watershed 20-D and 20-B and is classified for Trout Stocking and Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 021 are based on a design flow of 0.059 MGD.—Interim 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 021 are based on a design flow of 0.059 MGD.—Final 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	50.0	50.0	XXX
Boron, Total	XXX	XXX	XXX	1.6	3.2	XXX
Lead, Total	XXX	XXX	XXX	0.0032	0.0064	XXX
Selenium, Total	XXX	XXX	XXX	0.005	0.010	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	0.24	0.48	XXX

 The proposed effluent limits for Outfall 021 are based on a design flow of 0.059 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0 Avg Qrtly	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 022 are based on a design flow of 3.52 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	14.5 Avg Qrtly	19.3	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, 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
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 022 are based on a design flow of 3.52 MGD.—Interim 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 022 are based on a design flow of 3.52 MGD.—Final 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	14.5 Avg Qrtly	19.3	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfalls 023, 024, 026, 028 and 030—041 are for variable-flow groundwater seeps.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, 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
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 025 are based on a design flow of 0.0082 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, 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
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 025 are based on a design flow of 0.0082 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, 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
Manganese, Total	XXX	XXX	XXX	6.9	10.8	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.032 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.032 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	0.010	0.016	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	1.65	2.58	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	0.31	0.48	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	0.051	0.08	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	0.005	0.008	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	0.243	0.379	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 029 are based on a design flow of 0.00096 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 029 are based on a design flow of 0.00096 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	8.5	13.2	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 042 are based on a design flow of 0.0008 MGD.—Interim 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 042 are based on a design flow of 0.0008 MGD.—Final 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	50.0	50.0	XXX
Boron, Total	XXX	XXX	XXX	1.6	3.2	XXX
Lead, Total	XXX	XXX	XXX	0.0032	0.0064	XXX
Selenium, Total	XXX	XXX	XXX	0.005	0.010	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	0.24	0.48	XXX

 The proposed effluent limits for Outfall 042 are based on a design flow of 0.0008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0 Avg Qrtly	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 043 are based on a design flow of 0.0007 MGD.—Interim 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 043 are based on a design flow of 0.0007 MGD.—Final 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 Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	50.0	50.0	XXX
Boron, Total	XXX	XXX	XXX	1.6	3.2	XXX
Lead, Total	XXX	XXX	XXX	0.0032	0.0064	XXX
Selenium, Total	XXX	XXX	XXX	0.005	0.010	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	0.24	0.48	XXX

 The proposed effluent limits for Outfall 043 are based on a design flow of 0.0007 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0 Avg Qrtly	20.0	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Nitrate as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Antimony, Total	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Barium, Total	XXX	XXX	XXX	XXX	Report	XXX
Beryllium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium III, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Cobalt, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Free	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX

 Outfalls 001—014, and 707 and Internal Monitoring Points 107, 307, 407, 507, and 607 are removed from the permit. Special conditions relating to Outfall 007 and the Bruce Mansfield Power Plant's cooling water intake structure also are removed from the permit.

 In addition, the permit contains the following major special conditions: a schedule for the relocation of Outfall 022 and re-direction of Outfalls 021, 027, 042, and 043 to Outfall 022; a schedule of compliance for the re-routing of Outfalls 030—034 to Outfall 022; a schedule of compliance for water quality limits at Outfalls 025 and 029; requirements for mercury sampling; compliance reporting requirements for water quality limits below quantitation limits; requirements for chemical additives; and requirements applicable to storm water.

 Energy Harbor Generation LLC has applied to transfer the NPDES permit to LBR Acquisition Company LLC pursuant to a change in ownership of the site that is expected to occur on or about December 20, 2022. The final permit will be issued to LBR Acquisition Company LLC consistent with the expected change in ownership.

 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

 PA0285013, Industrial, SIC Code 4911, Shippingport Industrial Park, LLC, 500 Seneca Street, Suite 504, Buffalo, NY 14204-1963. Facility Name: Shippingport Industrial Park (Former Bruce Mansfield Power Plant). This proposed facility is located in Shippingport Borough, Beaver County.

 Description of Proposed Activity: The application is for a new NPDES permit for existing discharges of sewage, groundwater, and stormwater.

 The receiving streams, Haden Run (WWF) and Ohio River (WWF), are located in State Water Plan watershed 20-D and 20-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 002 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 003 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 004 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 005 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 006 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 009 are based on a design flow of 0.047 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.047	XXX	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	50.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Fecal Coliform (No./100 ml)
Nov 1 - Mar 31	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
Apr 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	400
E. Coli (No./100mL)	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 010 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 011 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 012 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 013 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 014 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 107 are for variable storm water and groundwater discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 122 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Boron, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Thallium, Total	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 307 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	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
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 407 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	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
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 507 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	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
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 607 are for variable storm water discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 Outfall 007 will be the discharge location for sources monitored at Internal Monitoring Points 107, 307, 407, 507, and 607. No limits or monitoring requirements apply at Outfall 007.

 In addition, the permit contains the following major special conditions: requirements for storm water discharges associated with industrial activities, chemical additives, and chlorine minimization.

 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.

---

Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PA320001D	New	New Leaf Energy, Inc. 55 Technology Drive Suite 102 Lowell, MA 01851	Green Township Indiana County	NWRO
PAD60008	Major Amendment	A.M. Logging, LLC 434 Swartz Road Lewisburg, PA 17837	Buffalo Township Union County	NCRO
PAD380018	Major Amendment	Exel Inc. d/b/a DHL Supply Chain (USA) 740 West Main Street Annville, PA 17003-9998	South Annville Township Lebanon County	SCRO
PAD210087	New	Stephenson Enterprises, LLC Silver Spring Road Carlisle Pike Mechanicsburg, PA 17050	Silver Spring Township Cumberland County	SCRO
PAD390082 A-1	Major Amendment	Signature Homes by J.T. Maloney P.O. Box 9 Center Valley, PA 18034	Lower Milford Township Lehigh County	NERO
PA400003D	New	PPL Elec Utilities Corp 827 Hausman Road Genn4 Allentown, PA 18104-9392	Butler Township Hazle Township Jeddo Borough Luzerne County	NERO
PAD140092	New	The Pennsylvania State University 701 Porter Road State College, PA 16802	College Township Centre County	NCRO
PAD420009A1	Major Amendment	Columbia Gas of Pennsylvania 4000 Energy Drive Bridgeville, PA 15017	Bradford Township Foster Township McKean County	NWRO
PAD380021	New	Cornwall Manor NS Ironmaster Road Cornwall, PA 17016-0125	Cornwall Borough Lebanon County	SCRO
PAD390259	New	Jaindl Land Company 3150 Coffeetown Road Orefield, PA 18069	Upper Macungie Township Lehigh County	NERO
PAD500019	New	Brent Weaver 10541 Middle Ridge Road Elliottsburg, PA 17024	Saville Township Perry County	SCRO
PAC630069	Renewal	Aloe Family 1994 LP 1009 Beaver Grade Road Suite 210 Moon Township, PA 15108	Robinson Township Washington County	SWRO
PAC630045	Renewal	Pennsylvania Trolley Museum One Museum Road Washington, PA 15301	Chartiers Township Washington County	SWRO
PAD260021	New	Municipal Authority of Westmoreland County 801 Riverside Drive Connellsville, PA 15425	Dunbar Township Fayette County	SWRO
PAD480046 A-1	Renewal	Nic Zawarski & Sons Developers, Inc. 1441 Linden Street Bethlehem, PA 18018	Forks Township Northampton County	NERO
PA190002D	New	PPL Electric Utilities Corp 827 Hausman Road Genn 4 Allentown, PA 18104	Berwick Borough Briar Creek Borough Briar Creek Township North Centre Township Scott Township South Centre Township Columbia County	NCRO
PAD390257	New	Woodmont Properties, LLC 100 Passaic Avenue Suite 240 Fairfield, NJ 07004	Lower Macungie Township Lehigh County	NERO

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