NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[52 Pa.B. 1115]
[Saturday, February 19, 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 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 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 issued by DEP relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).

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

 Applications and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. 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 in Sections I & II and to submit comments for those application and NOIs, 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.

 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.

 DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.

 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.

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.

 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 will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if the Department determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.

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

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I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
0622801	Joint DEP/PFBC Pesticides Permit	Renewal	Reading Area Water Authority Berks County 1801 Kutztown Road Reading, PA 19604	Ontelaunee Township Berks County	SCRO
PA0021148	Major Sewage Facility with CSOs Individual NPDES Permit	Transfer	Westmoreland County Municipal Authority 124 Park & Pool Road New Stanton, PA 15672	Mount Pleasant Borough Westmoreland County	SWRO
0463S81	Major Sewage Treatment Facility Individual WQM Permit	Transfer	Westmoreland County Municipal Authority 124 Park & Pool Road New Stanton, PA 15672	Mount Pleasant Borough Westmoreland County	SWRO
PA0042161	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	BG275 Properties, LLC 848 W North Avenue Pittsburgh, PA 15233-1617	Raccoon Township Beaver County	SWRO
1422201	Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit	New	Haines Aaronsburg Municipal Authority P.O. Box 254 Aaronsburg, PA 16820-0254	Haines Township Centre County	NCRO
0410404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Family Guidance, Inc. 227 Lance Road Clinton, PA 15026-1567	Hanover Township Beaver County	SWRO
0476402	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	BG275 Properties, LLC 848 W North Avenue Pittsburgh, PA 15233-1617	Raccoon Township Beaver County	SWRO
0697407	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Jackson Township Sewer Authority York County 439 Roth Church Road Spring Grove, PA 17362-8872	Jackson Township York County	SCRO
3801403	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Mount Gretna Borough Authority Lebanon County P.O. Box 61 101 Chautaqua Drive Mount Gretna, PA 17064-0061	Mount Gretna Borough Lebanon County	SCRO
5783401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Guardian Elder Care, Inc. 8796 Route 219 Brockway, PA 15824-6010	Laporte Borough Sullivan County	NCRO
NOEXSC374	No Exposure Certification	New	Bulk Chemicals, Inc. 1074 Stinson Drive Reading, PA 19605-9440	Muhlenberg Township Berks County	SCRO
NOEXSW128	No Exposure Certification	Renewal	Darling Ingredients, Inc. 3173 Potato Garden Run Road Imperial, PA 15126-2124	Findlay Township Allegheny County	SWRO
NOEXSW217	No Exposure Certification	New	Wabtec US Rail, Inc. 1300 Clinton Road Clinton, PA 15026-1945	Findlay Township Allegheny County	SWRO
PAR116125	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Alstom Grid, LLC 1 Power Lane Charleroi, PA 15022-1082	Speers Borough Washington County	SWRO
PAR602246	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Alan Auto Parts 4162 Best Station Road Slatington, PA 18080	Washington Township Lehigh County	NERO
PAR602247	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Alan U Pull It 4162 Best Station Road Slatington, PA 18080-3751	Washington Township Lehigh County	NERO
PAG103585	PAG-10 NPDES General Permit for Hydrostatic Test Water	New	Texas Eastern Trans, LP 890 Winter Street Waltham, MA 02451-1470	Lack Township Juniata County	SCRO
PAG123894	PAG-12 NPDES General Permit for CAFOs	Renewal	Zimmerman Lavon J 11653 William Penn Highway Thompsontown, PA 17094-8686	Walker Township Juniata County	SCRO
6799406	Pump Stations Individual WQM Permit	Amendment	Northeastern York County Sewer Authority P.O. Box 516 Mount Wolf, PA 17347-0516	East Manchester Township York County	SCRO
2522403	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Katherine & Matthew Riley 10491 Route 98 Edinboro, PA 16412-9743	Franklin Township Erie County	NWRO
6222402	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Sorvelli Daniel 1185 Fox Hill Road Rusell, PA 16345	Pine Grove Township Warren County	NWRO

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

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 Northcentral Regional Office

 PA0027057, Sewage, SIC Code 4952, Williamsport Sanitary Authority, 253 W 4th Street, Williamsport, PA 17701-6113. Facility Name: Central Plant. This existing facility is located in City of Williamsport, Lycoming County.

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

 The receiving stream(s), West Branch Susquehanna River is located in State Water Plan watershed 10-C and 10-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 8.4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.72
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	1,750	2,800 Wkly Avg	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	2,100	3,150 Wkly Avg	XXX	30.0	45.0	60
Total Dissolved Solids	Report	Report	XXX	Report	Report Daily Max	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2000 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	Report	Report Wkly Avg	XXX	Report	Report	XXX
Ammonia-Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total (ug/L)	Report	Report	XXX	Report	Report Daily Max	XXX
Butyl Benzyl Phthalate (ug/L)	XXX	Report	XXX	XXX	Report Daily Max	XXX
N-Nitrosodi-N-Propylamine (ug/L)	XXX	Report	XXX	XXX	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	153,423 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	20,456 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 570-327-3693.

 The EPA Waiver is not in effect.

 PA0028461, Sewage, SIC Code 4952, Mifflinburg Borough, Union County, 120 N 3rd Street, Mifflinburg, PA 17844-1134. Facility Name: Mifflinburg Borough Municipal Authority Sewer System STP. This existing facility is located in Mifflinburg Borough, Union 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), Buffalo Creek (CWF, MF), is located in State Water Plan watershed 10-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.4 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	292	467 Wkly Avg	XXX	25	40	50
May 1 - Oct 31	99	140 Wkly Avg	XXX	8.5	12	17
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	350	525 Wkly Avg	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2000 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	91	128 Wkly Avg	XXX	7.8	11	15
May 1 - Oct 31	30	45 Wkly Avg	XXX	2.6	3.9	5.2
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	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total (ug/L)	XXX	Report	XXX	XXX	Report Daily Max	XXX
Lead, Total (ug/L)	XXX	Report	XXX	XXX	Report Daily Max	XXX
Selenium, Total (ug/L)	XXX	Report	XXX	XXX	Report Daily Max	XXX
Zinc, Total (ug/L)	XXX	Report	XXX	XXX	Report Daily Max	XXX
Ultraviolet light dosage  (mjoules/cm2)	XXX	XXX	Report	XXX	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report Daily Max

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

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

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

	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	25,570 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	3,409 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.

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

 • WET Testing

 • Stormwater Requirements

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

 The EPA Waiver is not in effect

 Northwest Regional Office

 PA0000809, Industrial, SIC Code 4941, Aqua PA, Inc., 665 S Dock Street, Sharon, PA 16146-1835. Facility Name: Aqua PA Shenango Valley WTP. This existing facility is located in Sharon City, Mercer County.

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

 The receiving stream(s), Shenango River (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 2.218 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.2
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Aluminum, Total	42.5	85 Daily Max	XXX	2.3	4.6	5.7
Iron, Total	XXX	XXX	XXX	2	4	5
Manganese, Total	XXX	XXX	XXX	1	2	2.5

 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.

 

 PA0205699, Industrial, SIC Code 4832, 4941, Cowanshannock Township Municipal Authority, P.O. Box 127, NuMine, PA 16244-0127. Facility Name: Yatesboro NuMine WTP. This existing facility is located in Cowanshannock Township, Armstrong County.

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

 The receiving stream(s), Unnamed Tributary to Cowanshannock Creek, is located in State Water Plan watershed 17-E and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0065 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.41	XXX	1.0
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Aluminum, Total	XXX	XXX	XXX	0.750	XXX	1.5
Barium, Total	Report	Report	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	0.00006	0.00009	XXX	1.06	1.65	2.65
Chromium, Hexavalent	Report	Report	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	0.006	XXX	0.012
Iron, Total	XXX	XXX	XXX	1.9	XXX	3.8
Manganese, Total	XXX	XXX	XXX	1.0	XXX	2.0

 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.

 PA0289485, Storm Water, SIC Code 3399, 3499, 3567, GKN Sinter Metals, LLC, 104 Fairview Road, Kersey, PA 15846-2710. Facility Name: GKN Sinter Metals Kersey Plant. This proposed facility is located in Fox Township, Elk County.

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

 The receiving stream(s), Byrnes Run (EV, MF), is located in State Water Plan watershed 8-A and is classified for Exceptional Value Waters and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001 & 002 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Total 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.

 PA0027227, Sewage, SIC Code 4952, City of Farrell, 500 Roemer Boulevard, Farrell, PA 16121-1901. Facility Name: City of Farrell WWTP. This existing facility is located in Farrell City, Mercer County.

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

 The receiving stream, the Shenango River (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 3.57 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen  Interim	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Final	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)	744	1,191	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	893	1340	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen
Nov 1 - Apr 30	744	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	401	XXX	XXX	13.5	XXX	27
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

 • Compliance Schedule for Dissolved Oxygen (DO)

 • Maximizing Treatment at the Existing POTW

 • Combined Sewer Overflows

 • Requirements Applicable to Stormwater Outfalls

 • Whole Effluent Toxicity (WET)

 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 not in effect.

 PA0033120, Sewage, SIC Code 8211, Warren County School District, 6820 Market Street, Russell, PA 16345. Facility Name: Eisenhower Jr Sr High School. This existing facility is located in Farmington Township, Warren County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.013 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.25	XXX	0.82
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	10.5	XXX	21
May 1 - Oct 31	XXX	XXX	XXX	3.5	XXX	7
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 PA0095729, Sewage, SIC Code 8661, Eastern Orthodox Foundation, 170 Fr Martin Telenson Road, Penn Run, PA 15765-7336. Facility Name: Eastern Orthodox Foundation. This existing facility is located in Cherryhill Township, Indiana County.

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

 The receiving stream(s), Unnamed Tributary of Yellow Creek (CWF), is located in State Water Plan watershed 18-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily 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)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	1.5	XXX	3.0
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Annl Avg	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0264164, Sewage, SIC Code 8800, Cobb Joshua, 2365 W Washington Street, Bradford, PA 16701-2448. Facility Name: Joshua Cobb SRSTP. This existing facility is located in Corydon Township, McKean County.

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

 The receiving stream(s), Willow Creek (HQ-CWF), is located in State Water Plan watershed 16-B 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 .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 Daily 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	1,000

 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.

 PA0290678, Sewage, SIC Code 4952, 8800, Katherine & Matthew Riley, 10491 Route 98, Edinboro, PA 16412-9743. Facility Name: Katherine & Matthew Riley SRSTP. This proposed facility is located in Franklin Township, Erie County.

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

 The receiving stream is an Unnamed Tributary to Little Elk Creek, located in State Water Plan watershed 15-A and classified for Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0009 MGD.

	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	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0267678, Storm Water, SIC Code 4011, Norfolk Southern Railway Co., 650 W Peachtree Street NW, Atlanta, GA 30308-1925. Facility Name: Norfolk Southern Railway Co. Greencastle Intermodal. This proposed facility is located in Antrim Township, Franklin County.

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

 The receiving stream(s), Unnamed Tributary to Conococheague Creek, is located in State Water Plan watershed 13-C 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 (minimum measurement frequency = 1/6 months):

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater discharges

 • General BMPs and Sector Specific BMPs

 • Routine Inspections

 • PPC Plan

 • Stormwater Monitoring Requirements including Benchmark Values of 150 mg/L for TSS and 30 mg/L for Oil and Grease.

 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.

 PA0291498, Storm Water, SIC Code 4225, Amazon.com Services, LLC, P.O. Box 80842, Seattle, WA 98108-0842. Facility Name: Amazon.com Services LLC—DPL7. This proposed facility is located in Rapho Township, Lancaster County.

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

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

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

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), including applicable BMPs from Appendix L from the PAG-03

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for TSS, Oil and Grease)

 • Other Requirements

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

 The EPA Waiver is in effect.

 PAS213504, Storm Water, SIC Code 1422, 2951, 3273, New Enterprise Stone & Lime Co. Inc., P.O. Box 77, New Enterprise, PA 16664-0077. Facility Name: New Enterprise Stone & Lime Co. Inc.—Ashcom Plant. This existing facility is located in Snake Spring Township, Bedford County.

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

 The receiving stream, Cove Creek (EV, MF), is located in State Water Plan watershed 11-C and is classified for Exceptional Value Waters 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 (minimum measurement frequency = 1/6 months):

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 (minimum measurement frequency = 1/month):

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	30

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • General BMPs and Sector Specific BMPs

 • Routine Inspections

 • PPC Plan

 • Stormwater Monitoring Requirements including a Benchmark Value of 100 mg/L for TSS

 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.

 PA0084522, Industrial, SIC Code 4222, Allentown Refrigerated Terminal, 125 Seneca Trail, Boyertown, PA 19512-8661. Facility Name: Allentown Refrigerated Terminal. This existing facility is located in Colebrookdale Township, Berks County.

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

 The receiving stream(s), Ironstone Creek (CWF (existing use)), is located in State Water Plan watershed 3-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0069 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	100.0	XXX	200.0
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Ammonia-Nitrogen	0.5	0.9	XXX	7.9	15.8	19.8
Temperature (deg F) (°F)
Jan 1 - 31	XXX	XXX	XXX	Report	96.4	XXX
Feb 1 - 28	XXX	XXX	XXX	Report	93.3	XXX
Mar 1 - 31	XXX	XXX	XXX	Report	110.0	XXX
Apr 1 - 30	XXX	XXX	XXX	Report	110.0	XXX
May 1 - 31	XXX	XXX	XXX	Report	110.0	XXX
Jun 1 - 30	XXX	XXX	XXX	Report	99.0	XXX
Jul 1 - 31	XXX	XXX	XXX	Report	86.4	XXX
Aug 1 - 31	XXX	XXX	XXX	Report	110.0	XXX
Sep 1 - 30	XXX	XXX	XXX	Report	110.0	XXX
Oct 1 - 31	XXX	XXX	XXX	Report	110.0	XXX
Nov 1 - 30	XXX	XXX	XXX	Report	99.6	XXX
Dec 1 - 31	XXX	XXX	XXX	Report	96.8	XXX

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

 • Only DEP-approved chemical additives may be used.

 • Usage rates of approved chemical additives must be acceptable and reported to DEP.

 • Best Management Practices must be followed to reduce any contaminants in stormwater runoff.

 • A Preparedness, Prevention and Contingency (PPC) Plan must be maintained and implemented.

 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.

 PA0265951, Industrial, SIC Code 4911, Old Dominion Electric Cooperative, 4201 Dominion Boulevard, Glen Allen, VA 6149. Facility Name: Wildcat Point Generation Facility. This existing facility is located in Fulton Township, Lancaster County.

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

 The receiving stream, Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-K and is classified for Warm Water Fishes 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 .857 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Total Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Free Available Chlorine	XXX	XXX	XXX	XXX	0.2	0.5
Temperature (deg F) (°F)	XXX	XXX	XXX	Report	110	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Total Dissolved Solids  Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	20	30
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Total	XXX	XXX	XXX	XXX	0.2	XXX
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	1.0	XXX
Haloacetic Acids	XXX	XXX	XXX	XXX	Report	XXX
Monobromoacetic acid	XXX	XXX	XXX	XXX	Report	XXX
Monochloroacetic acid	XXX	XXX	XXX	XXX	Report	XXX
Dibromoacetic acid	XXX	XXX	XXX	XXX	Report	XXX
Dichloroacetic acid	XXX	XXX	XXX	XXX	Report	XXX
1,2,4-Trichlorobenzene	XXX	XXX	XXX	XXX	Report	XXX
Hexachlorobutadiene	XXX	XXX	XXX	XXX	Report	XXX
Trichloroacetic acid	XXX	XXX	XXX	XXX	Report	XXX
Bromoform	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Bromide	XXX	XXX	XXX	XXX	Report	XXX
Dibromochloromethane	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	XXX	Report	XXX
Chloroform	XXX	XXX	XXX	XXX	Report	XXX
Trihalomethanes, Total	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen  Effluent Net	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus  Effluent Net	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.025 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30	100	XXX
Oil and Grease	XXX	XXX	XXX	15	20	30

 The proposed effluent limits for Outfall 102 are based on a design flow of 0.296 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30	100	XXX
Oil and Grease	XXX	XXX	XXX	15	20	30

 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.

 PA0082651, Sewage, SIC Code 4952, Landisburg Municipal Authority, Perry County, 202 E Main Street, Landisburg, PA 17040-0213. Facility Name: Landisburg STP. This existing facility is located in Tyrone Township, Perry 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), Montour Creek (CWF), is located in State Water Plan watershed 7-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	6.3	10	XXX	25	40	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	7.5	11	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
Ammonia-Nitrogen	3.3	XXX	XXX	13.5	XXX	27

 The proposed effluent limits for Outfall 001 are based on a design flow of .03 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 PA0261190, Sewage, SIC Code 6514, Tiger Properties, 4 E High Street, Carlisle, PA 17013-3086. Facility Name: Tiger Properties. This existing facility is located in North Middleton Township, Cumberland County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Min Mo Avg	XXX	9.0 Avg Mo	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200.0 Geo Mean	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0261319, Sewage, SIC Code 8811, Cindy M Sheets & Steve L Sheets, 1669 Old Carlisle Road, Aspers, PA 17304-9472. Facility Name: Sheets Res STP. This existing facility is located in Butler Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to Opossum Creek (TSF), is located in State Water Plan watershed 7-F and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)	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.

 PA0261378, Sewage, SIC Code 4952, Sheetz, Inc., 5700 6th Avenue, Altoona, PA 16602-1111. Facility Name: Sheetz Clarks Ferry Store 461. This existing facility is located in Reed Township, Dauphin County.

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

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 6-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of .0075 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	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	XXX	XXX	XXX
CBOD5	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)
Nov 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Oct 31	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen  (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus  (Total Load, lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
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 002.—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	38 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, lbs)  Effluent Net	XXX	3.8 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus  (Total Load, 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.

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

 • Chesapeake Bay Reporting requirements

 • Stormwater prohibition

 • Approval Contingencies

 • Collected screenings and other solids handling requirement

 • Condition to abandon use and decommission for consistency with municipal sewage facilities official plan

 • Chlorine minimization.

 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.

 PA0268686, Sewage, SIC Code 8811, Scott E Neely, 1316 Route 22, Hollidaysburg, PA 16648-8436. Facility Name: Scott Neely Residence. This proposed facility is located in Frankstown 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), Canoe Creek (HQ-CWF, MF), is located in State Water Plan watershed 11-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 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

 PA0245330, Storm Water, SIC Code 4222, United States Cold Storage, LLC, 4000 AM Drive, Quakertown, PA 18951-2197. Facility Name: United States Cold Storage Quakertown West Facility. This proposed facility is located in Milford Township, Bucks County.

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

 The receiving stream(s), Molasses Creek (HQ-TSF, MF), is located in State Water Plan watershed and is classified for Migratory Fisheries and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	100.0	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	Report	XXX

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

 • Stormwater Monitoring Requirements

 • Annual Monitoring and Inspection Reports

 • BMPs for Stormwater Management

 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.

 PAI130541, MS4, South Coventry Township, Chester County, 1371 New Philadelphia Road, Pottstown, PA 19465-8669.

 The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in South Coventry Township, Chester County. The receiving stream(s), Pigeon Creek (HQ-TSF, MF), Unnamed Tributary to French Creek (HQ-TSF, MF), and Unnamed Tributary to Pigeon Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Exceptional Value Waters, Mi, Migratory Fish, and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 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 for small MS4s and is not in effect for large MS4s.

 PA0052949, Industrial, SIC Code 4941, Aqua Pennsylvania, Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Milford Well Station WFP. This existing facility is located in Upper Uwchlan Township, Chester County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.003 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	0.75	1.5	XXX	30	60	75
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	0.08	0.16	XXX	3.3	6.6	8.3
Iron, Total	0.05	0.10	XXX	2.0	4.0	5
Manganese, Total	0.025	0.05	XXX	1.0	2.0	2.5
Chlorodibromomethane	XXX	XXX	XXX	Report	XXX	XXX
Dichlorobromomethane	XXX	XXX	XXX	Report	XXX	XXX
Chloroform	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0

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

 • Proper Sludge Disposal

 • Chlorine Optimization

 • Small Stream Discharge

 • Chemical Additives

 • Small Stream Discharge

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

 The EPA Waiver is not in effect.

 PA0055026, Industrial, SIC Code 3444, The Wrightstown Group, LP, 1337 Wrightstown Road, Wrightstown, PA 18940. Facility Name: Livingston-King Wrightstown Facility IWTP. This existing facility is located in Wrightstown Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Mill Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.058 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Average Monthly	Daily Maximum	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
Tetrachloroethylene	XXX	XXX	0.001	0.001	XXX	XXX
Tetrachloroethylene Industrial Influent	XXX	XXX	Report	Report	XXX	XXX
Trichloroethylene	XXX	XXX	0.005	0.01	XXX	XXX
Trichloroethylene Industrial Influent	XXX	XXX	Report	Report	XXX	XXX

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

 • DEP may require permittee to adopt remedial measures that will produce satisfactory effluent

 • No discharge of Air Stripper tower cleaning wastewater

 • Groundwater monitoring requirements

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

 The EPA Waiver is in effect.

 PA0021172, Sewage, SIC Code 4952, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976-1209. Facility Name: Harvey Ave WWTP. This existing facility is located in Doylestown Borough, Bucks 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), Cooks Run (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	267	400	XXX	20	30	40
May 1 - Oct 31	133	200	XXX	10	15	20
Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	400	600	XXX	30	45	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000.0
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000.0
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	Report Daily Max	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N
Nov 1 - Jun 30	Report	XXX	XXX	Report	XXX	XXX
Jul 1 - Oct 31	133	XXX	XXX	10	XXX	20
Total Nitrogen	XXX	XXX	XXX	Report	Report Daily Max	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	26.7	XXX	XXX	2.0	XXX	4
May 1 - Oct 31	13.3	XXX	XXX	1.0	XXX	2
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus
Nov 1 - Mar 31	13.3	XXX	XXX	1.00	XXX	2
Apr 1 - Oct 31	6.7	XXX	XXX	0.5	XXX	1
Aluminum, Total	10.0	XXX	XXX	0.75	XXX	1.5
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	2,000.0 Daily Max	2,500
Barium, Total	XXX	XXX	XXX	Report Avg Qrtly	Report Daily Max	XXX
Cobalt, Total	XXX	XXX	XXX	Report Avg Qrtly	Report Daily Max	XXX
Chloroform	XXX	XXX	XXX	Report Avg Qrtly	Report Daily Max	XXX
Toxicity, Chronic -  Ceriodaphnia Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic -  Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic -  Pimephales Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic -  Pimephales Growth (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a stormwater

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

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

 • No Stormwater

 • Property Rights

 • Sludge Disposal

 • TRC Minimization

 • Responsible Operator

 • O&M Plan

 • DRBC Fecal Coliform

 • Small Stream Discharge

 • TQL Values

 • POTW Pretreatment Program Implementation

 • Site-Specific Criteria Study (SSCs)

 • Wet

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0090301, Industrial, SIC Code 4953, Solid Waste Disposal, Inc., 211 Brunner Road, Zelienople, PA 16063-3505. Facility Name: Solid Waste Disposal Inc. Landfill. This existing facility is located in Brighton Township, Beaver County.

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

 The receiving stream(s), Unnamed Tributary to Sixmile 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 .0144 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	27.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	4.9	XXX	10.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Cadmium, Total	XXX	XXX	XXX	0.005	XXX	0.01
Iron, Total	XXX	XXX	XXX	4.0	XXX	7.0
Manganese, Total	XXX	XXX	XXX	1.0	XXX	2.0
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Phenol	XXX	XXX	XXX	0.015	XXX	0.026
Acrylamide (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	XXX	Report
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	XXX	Report
PCBs, Total (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Toxaphene (ug/L)	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .0144 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	27.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	4.9	XXX	10.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.43	XXX	1.1
Iron, Total	XXX	XXX	XXX	4.0	XXX	7.0
Manganese, Total	XXX	XXX	XXX	1.0	XXX	2.0
Thallium, Total (ug/L)	XXX	XXX	XXX	0.38	XXX	0.95
Phenol	XXX	XXX	XXX	0.015	XXX	0.026
Acrylamide (ug/L)	XXX	XXX	XXX	0.59	XXX	1.49
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	0.008	XXX	0.021
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	0.0038	XXX	0.0038
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	0.085	XXX	0.21
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	0.008	XXX	0.021
PCBs, Total (ug/L)	XXX	XXX	XXX	0.0005	XXX	0.001
Toxaphene (ug/L)	XXX	XXX	XXX	0.0003	XXX	0.0008

 The proposed effluent limits for Outfall 001 are based on a design flow of .0144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	IMAX
Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Arsenic, Total	XXX	XXX	XXX	XXX	XXX	Report
Barium, Total	XXX	XXX	XXX	XXX	XXX	Report
Boron, Total	XXX	XXX	XXX	XXX	XXX	Report
Chromium, Hexavalent	XXX	XXX	XXX	XXX	XXX	Report
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	Report
Lead, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	0.11	XXX	0.20
a-Terpineol	XXX	XXX	XXX	0.016	XXX	0.033
Benzoic Acid	XXX	XXX	XXX	0.071	XXX	0.12
Bis(2-Ethylhexyl) Phthalate (ug/L)	XXX	XXX	XXX	XXX	XXX	Report
p-Cresol	XXX	XXX	XXX	0.014	XXX	0.025

 The proposed effluent limits for Outfall 001 are based on a design flow of .0144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Semi-Annually	Daily Maximum	IMAX
Nickel, Total	XXX	XXX	XXX	0.35	XXX	0.70
Phenolics, Total	XXX	XXX	XXX	0.75	XXX	1.5

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

 • The permittee may collect and analyze three samples of the following pollutants using a reporting limit as sensitive as the Department's Quantitation Limit (QL) for consideration of removal of the effluent limitation and/or monitoring: hexavalent chromium, acrylamide, total PCBs and toxaphene.

 • A Toxics Reduction Evaluation (TRE) will be required for the following proposed WQBELs: total cadmium, total thallium, acrylamide, total PCBs, toxaphene, benzo(a)anthracene, benzo(a)pyrene, 3,4-benzofluoranthene, and benzo(k)fluoranthene. The final WQBELs will become effective three (3) years after permit issuance.

 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.

 PA0217093, Industrial, SIC Code 3315, Johnstown Wire Technologies, Inc., 124 Laurel Avenue, Johnstown, PA 15906-2246. Facility Name: Johnstown Wire Techs Johnstown Plant. This existing facility is located in Johnstown City, Cambria County.

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

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

 The proposed effluent limits for Outfall 601.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 602.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 603 are based on a design flow of 1.46 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110.0
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Zinc, Total	XXX	XXX	XXX	0.95	1.9	XXX
Acrylamide (ug/L)	XXX	XXX	XXX	9.07	14.2	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 613 are based on a design flow of 1.08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	203	412	XXX	31.0	60.0	75
Oil and Grease	137	279	XXX	26.0	52.0	XXX
Cadmium, Total	XXX	XXX	XXX	0.021	0.042	0.053
Chromium, Total	XXX	XXX	XXX	1.71	2.77	3.46
Copper, Total	XXX	XXX	XXX	0.13	0.26	0.33
Cyanide, Total	XXX	XXX	XXX	0.65	1.2	1.5
Iron, Total	XXX	XXX	XXX	3.5	7.0	8.75
Lead, Total	2.35	4.74	XXX	0.34	0.68	0.85
Nickel, Total	XXX	XXX	XXX	2.38	3.98	4.98
Silver, Total	XXX	XXX	XXX	0.062	0.12	0.16
Zinc, Total	7.70	13.9	XXX	1.05	2.10	2.63
Total Toxic Organics	XXX	XXX	XXX	XXX	2.13	XXX

 The proposed effluent limits for Outfall 623 are based on a design flow of 0.005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	203	412	XXX	31.0	60.0	XXX
Oil and Grease	137	279	XXX	26.0	52.0	XXX
Cadmium, Total	XXX	XXX	XXX	0.021	0.042	XXX
Chromium, Total	XXX	XXX	XXX	1.71	2.77	XXX
Copper, Total	XXX	XXX	XXX	0.13	0.26	XXX
Cyanide, Total	XXX	XXX	XXX	0.65	1.2	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Lead, Total	2.35	4.74	XXX	0.34	0.68	XXX
Nickel, Total	XXX	XXX	XXX	2.38	3.98	XXX
Silver, Total	XXX	XXX	XXX	0.062	0.12	XXX
Zinc, Total	7.70	13.9	XXX	1.05	2.10	XXX
Total Toxic Organics	XXX	XXX	XXX	XXX	2.13	XXX

 The proposed effluent limits for Outfall 604.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 614 are based on a design flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110

 The proposed effluent limits for Outfall 605.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 615.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	203	412	XXX	31.0	60.0	XXX
Oil and Grease	137	279	XXX	26.0	52.0	XXX
Cadmium, Total	XXX	XXX	XXX	0.021	0.042	XXX
Chromium, Total	XXX	XXX	XXX	1.71	2.77	XXX
Copper, Total	XXX	XXX	XXX	0.13	0.26	XXX
Cyanide, Total	XXX	XXX	XXX	0.65	1.2	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Lead, Total	2.35	4.74	XXX	0.34	0.68	XXX
Nickel, Total	XXX	XXX	XXX	2.38	3.98	XXX
Silver, Total	XXX	XXX	XXX	0.062	0.12	XXX
Zinc, Total	7.70	13.9	XXX	1.05	2.10	XXX
Total Toxic Organics	XXX	XXX	XXX	XXX	2.13	XXX

 The proposed effluent limits for Outfall 625 are based on a design flow of 0.03 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110

 The proposed effluent limits for Outfall 606.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 607.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 617 are based on a design flow of 0.005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110

 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.

 PA0096318, Sewage, SIC Code 4952, Robinson Township Municipal Authority, Allegheny County, 4200 Campbells Run Road, Pittsburgh, PA 15205-1306. Facility Name: Covi Douglas STP. This existing facility is located at Forest Grove Road, Robinson Township, PA 15136, located in Robinson Township, Allegheny County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .1538 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	35.0	52.5	XXX	20.0	30.0	40
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	52.6	78.9	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	7.9	11.9	XXX	4.5	6.8	9
May 1 - Oct 31	3.7	5.6	XXX	2.1	3.2	4.2
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0070483, Industrial, SIC Code 4953, Grand Central Sanitary Landfill, Inc., 910 Pennsylvania Avenue, Pen Argyl, PA 18072-9709. Facility Name: Grand Central Sanitary Landfill. This existing facility is located in Plainfield Township, Northampton County.

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

 The receiving streams, an Unnamed Tributary to Little Bushkill Creek (HQ-CWF/MF) and Waltz Creek (CWF/MF), are located in State Water Plan watershed 1-F and are classified for High Quality—Cold Water Fishes, Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
True Color (Pt-Co Units)	XXX	XXX	XXX	100	XXX	XXX
Influent Carbonaceous  Biochemical Oxygen  Demand (CBOD5)	Report	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	20	XXX	XXX	25.0	XXX	75.0
CBOD5 Minimum %  Removal (%)	XXX	XXX	XXX	85	XXX	XXX
Total Suspended Solids	Report	Report	XXX	27.0	88.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	1,000	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N
May 1 - Sep 30	Report	Report	XXX	Report	Report	XXX
Total Nitrogen
May 1 - Sep 30	Report	Report	XXX	Report	Report	XXX
Ammonia-Nitrogen	2.5	XXX	XXX	3.0	XXX	6.0
Total Kjeldahl Nitrogen
May 1 - Sep 30	Report	Report	XXX	Report	Report	XXX
Total Phosphorus
May 1 - Sep 30	Report	Report	XXX	Report	Report	XXX
Boron, Total	4.5	7.1	XXX	5.5	8.5	XXX
Zinc, Total	Report	Report	XXX	0.11	0.20	XXX
Phenol	Report	Report	XXX	0.015	0.026	XXX
a-Terpineol	Report	Report	XXX	0.016	0.033	XXX
Benzoic Acid	Report	Report	XXX	0.071	0.12	XXX
p-Cresol	Report	Report	XXX	0.014	0.025	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (stormwater).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	Report	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Dissolved	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfalls 004, 005, 007—009 and 011 are based on a design flow of 0 MGD (stormwater).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	Report	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Arsenic, Total	XXX	XXX	XXX	XXX	Report	XXX
Cadmium, Total	XXX	XXX	XXX	XXX	Report	XXX
Cyanide, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Mercury, Total	XXX	XXX	XXX	XXX	Report	XXX
Selenium, Total	XXX	XXX	XXX	XXX	Report	XXX
Silver, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

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

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Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD150246	New	The Hankin Group 707 Eagleview Blvd Exton, PA 19341	Uwchlan Township Chester County	SERO
PAD480163	New	Frank Oieni Oieni Construction Co., Inc. 601 Stones Crossing Road Easton, PA 18045-5021	Palmer Township Northampton County	NERO
PAD390216	New	Serfass Development & Acquisitions 1, LLC 3784 Mauch Chunk Road Allentown, PA 18104	City of Allentown Lehigh County	NERO
PAD520037	New	Aikolai USA One, LLC 105 Kahr Avenue Greeley, PA 18428	Blooming Grove Township Pike County	NERO
PAD480027 A-6	Major Amendment	Lafayette College Facilities Planning & Construction 901 Bushkill Drive Easton, PA 18042	City of Easton Northampton County	NERO
PAD670062	New	Two Farms, Inc. 3611 Roland Avenue Baltimore, MD 21211	Shrewsbury Township York County	SCRO
PAD210040 A-1	Renewal	Forgedale Crossing, LLC 529 East Main Street Lititz, PA 17543	South Middleton Township Cumberland County	SCRO

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