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PA Bulletin, Doc. No. 22-19

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[52 Pa.B. 46]
[Saturday, January 1, 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.

I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office
PA0210510 Minor Sewage Facility
< 0.05 MGD Individual NPDES Permit 		Transfer Ohanna Rental Properties, LLC
9201 State Road
Cranesville, PA 16410-1613 		Springfield Township
Erie County 		NWRO
2110401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Silver Spring Country Estates
9450 SW Gemini Drive
# 65221
Beaverton, OR 97008-7105 		Silver Spring Township
Cumberland County 		SCRO
NOEXSC365 No Exposure Certification Transfer GXO Logistics
Supply Chain, Inc.
6111 Grayson Road
Harrisburg, PA 17111-3385 		Swatara Township
Dauphin County 		SCRO
NOEXSW213 No Exposure Certification Renewal Kongsberg Protech
System USA Corp
210 Industrial Park Road
Johnstown, PA 15904-1933 		Richland Township
Cambria County 		SWRO
PAR606146 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Hemminger Auto & Truck, Inc.
6288 Penn Avenue
Friedens, PA 15541-8804 		Jenner Township
Somerset County 		SWRO
PAG133722 PAG-13 NPDES General Permit for MS4s Renewal Hamburg Borough
Berks County
61 North 3rd Street
Hamburg, PA 19526 		Hamburg Borough
Berks County 		SCRO
6521406 Single Residence Sewage Treatment Plant
Individual WQM Permit 		New Hart Brian
3104 Lillian Avenue
Murrysville, PA 15668-1905 		Murrysville Borough
Westmoreland County 		SWRO
WQG02672103 WQG-02 WQM General Permit New West Manheim Township
York County
2412 Baltimore Pike
Hanover, PA 17331-9612 		West Manheim Township
York County 		SCRO
3213203 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit New Homer City Generation, LP
1750 Power Plant Road
Homer City, PA 15748 		Center Township Indiana County SWRO
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.

 Northcentral Regional Office

 PA0037966, Sewage, SIC Code 4952, Moshannon Valley Joint Sewer Authority, 829 N 9th Street, Philipsburg, PA 16866-2327. Facility Name: Moshannon Valley Joint Sewer Authority Water Pollution Control Facility. This existing facility is located in Rush Township, Centre 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), Moshannon Creek, is located in State Water Plan watershed 8-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 2.037 MGD.—Interim 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 Report
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		420 675 XXX 25.0 40.0 50
Total Suspended Solids 505 760 XXX 30.0 45.0 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Aluminum, Total 9.40 9.40
Daily Max 		XXX 0.75 0.75
Daily Max 		0.75
Iron, Total 18.80 37.53
Daily Max 		XXX 1.50 3.00
Daily Max 		3.75
Manganese, Total 12.50 25.02
Daily Max 		XXX 1.00 2.00
Daily Max 		2.5

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.037 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instant. Minimum Average Monthly Weekly
Average 		Instant. Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
Daily Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		420 675 XXX 25.0 40.0 50
Total Suspended Solids 505 760 XXX 30.0 45.0 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Aluminum, Total 9.40 9.40
Daily Max 		XXX 0.75 0.75
Daily Max 		0.75
Iron, Total 18.80 37.53
Daily Max 		XXX 1.50 3.00
Daily Max 		3.75
Manganese, Total 12.50 25.02
Daily Max 		XXX 1.00 2.00
Daily Max 		2.5

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.037 MGD.—Limits.

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

 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) 		XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net 		XXX 37,205
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 4,960
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 570-327-3693.

 The EPA Waiver is not in effect.

 PA0228800, Sewage, SIC Code 4952, Herndon Borough-Jackson Township Joint Municipal Authority, P.O. Box 381, Herndon, PA 17830-0381. Facility Name: Herndon Borough-Jackson Township Joint Municipal Authority WWTF. This existing facility is located in Herndon Borough, Northumberland County.

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

 The receiving stream(s), Susquehanna River (WWF), is located in State Water Plan watershed 6-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 0.072 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		IMIN Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		13 20 XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Suspended Solids 15 23 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 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen Report
Avg Qrtly 		XXX XXX Report
Avg Qrtly 		XXX XXX

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276481, Storm Water, SIC Code 4215, Fed Express Corp, 3620 Hacks Cross Road, Memphis, TN 38125-8800. Facility Name: Fedex Express ABEA. This proposed facility is located in Hanover Township, Northampton County.

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

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
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 BMPs

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

 The EPA Waiver is in effect.

 PA0060330, Sewage, SIC Code 4952, Hawley Borough Area Authority, 1010 Hudson Street, Hawley, PA 18428-1211. Facility Name: Hawley Area Authority WWTP. This existing facility is located in Lackawaxen Township, Pike 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), Lackawaxen River (HQ-TSF, MF), is located in State Water Plan watershed 1-B 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 0.2 MGD.

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 0.75
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		42.0 67.0 XXX 25.0 40.0 50.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Raw Sewage Influent 		XXX XXX XXX Report XXX XXX
CBOD5 Minimum %
 Removal (%) 		85
Min Mo Avg 		XXX XXX XXX XXX XXX
Total Suspended Solids 50.0 75.0 XXX 30.0 45.0 60.0
Total Suspended Solids
 Raw Sewage Influent 		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
Ammonia-Nitrogen
 Nov 1 - Apr 30 20.0 XXX XXX 12.0 XXX 24.0
 May 1 - Oct 31 6.7 XXX XXX 4.0 XXX 8.0
Nitrate-Nitrite as N 14.8 XXX XXX Report Report
Daily Max 		XXX
Total Nitrogen Report XXX XXX Report Report
Daily Max 		XXX
Total Kjeldahl Nitrogen 10.5 XXX XXX Report Report
Daily Max 		XXX
Total Phosphorus 5.1 XXX XXX Report Report
Daily Max 		XXX
Copper, Total Report XXX XXX Report Report
Daily Max 		XXX
Total Dissolved Solids XXX XXX XXX 1,000
Avg Qrtly 		XXX 2,000
E. Coli (No./100 ml) XXX XXX XXX Report
Avg Qrtly 		XXX XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 PA0060411, Sewage, SIC Code 4952, Aqua Pennsylvania Wastewater, Inc., 762 W. Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Thornhurst WWTP. This existing facility is located in Thornhurst Township, Lackawanna 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, Pond Creek (EV, MF), is located in State Water Plan watershed 2-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 Outfall 001 are based on a design flow of 0.07 MGD.

 (From Permit Effective Date to One Year After Permit Effective Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX XXX 1.2 XXX 2.8

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07 MGD.

 (From One Year After Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.1

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07 MGD.

 (From Permit Effective Date to Permit Expiration Date)

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 20.0 XXX 40.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Raw Sewage Influent 		XXX XXX XXX Report XXX XXX
CBOD5 Minimum %
 Removal (%) 		XXX XXX XXX Report
Min Mo Avg 		XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18.0
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
Total Phosphorus XXX XXX XXX 1.0 XXX 2.0
Total Dissolved Solids XXX XXX XXX 1,000
Avg Qrtly 		XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report
Annl Avg 		XXX XXX
Total Nitrogen XXX XXX XXX Report
Annl Avg 		XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Annl Avg 		XXX XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0020893, Sewage, SIC Code 4952, Manheim Area Water & Sewer Authority, 18 E High Street, Manheim, PA 17545-1506. Facility Name: Manheim WWTP. This existing facility is located in Penn Township, Lancaster County.

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

 The receiving stream(s), Chiques Creek (WWF, MF), is located in State Water Plan watershed 7-G 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 2.3 MGD.—Interim 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 0.46 XXX 1.5
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		258 383 XXX 13.5 20 27
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Suspended Solids 575 863 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 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 30 230 XXX XXX 12 XXX 24
 May 1 - Oct 31 76 XXX XXX 4.0 XXX 8.0
Total Phosphorus 38 XXX XXX 2.0 XXX 4.0
Copper, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Iron, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Iron, Dissolved XXX XXX XXX Report
Daily Max 		XXX XXX
Aluminum, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Zinc, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Total Dissolved Solids XXX XXX XXX Report XXX XXX
Sulfate, Total XXX XXX XXX Report XXX XXX
Chloride XXX XXX XXX Report XXX XXX
Bromide XXX XXX XXX Report XXX XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc) 		XXX XXX XXX XXX 2.2 XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc) 		XXX XXX XXX XXX 2.2 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Final 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 0.18 XXX 0.61
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		258 383 XXX 13.5 20 27
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Suspended Solids 575 863 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 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 30 230 XXX XXX 12 XXX 24
 May 1 - Oct 31 76 XXX XXX 4.0 XXX 8.0
Total Phosphorus 38 XXX XXX 2.0 XXX 4.0
Copper, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Iron, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Iron, Dissolved XXX XXX XXX Report
Daily Max 		XXX XXX
Aluminum, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Zinc, Total XXX XXX XXX Report
Daily Max 		XXX XXX
Total Dissolved Solids XXX XXX XXX Report XXX XXX
Sulfate, Total XXX XXX XXX Report XXX XXX
Chloride XXX XXX XXX Report XXX XXX
Bromide XXX XXX XXX Report XXX XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc) 		XXX XXX XXX XXX 2.2 XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc) 		XXX XXX XXX XXX 2.2 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Limits.

Mass Units (lbs) Concentrations (mg/L)
Parameters Monthly Annual Minimum Average Monthly Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrite-Nitrate as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen XXX 20,822* XXX XXX XXX
Net Total Phosphorus XXX 2,776 XXX XXX XXX

 *On-lot disposal system offsets for TN are 1,025 lbs/year based on 41 EDUs. Any additional offsets claimed during the permit term must be reported as outlined in Part C of this permit.

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

 The EPA Waiver is not in effect.

 PA0023264, Sewage, SIC Code 4952, Twin Borough Sanitary Authority, Juniata County, P.O. Box 118, Mifflin, PA 17058-0118. Facility Name: Twin Borough STP. This existing facility is located in Milford Township, Juniata 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), Juniata River (WWF, MF), is located in State Water Plan watershed 12-A 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 .9 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		Instant. Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		185 280 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 225 335 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
Ultraviolet light intensity
 (mW/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
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX Report
Daily Max 		XXX Report XXX XXX
 May 1 - Oct 31 185 Report
Daily Max 		XXX 25.0 XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net 		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 16,438
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 2,192
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.

 PA0024040, Sewage, SIC Code 4952, Highspire Borough Authority, Dauphin County, 640 Eshelman Street, Highspire, PA 17034-1610. Facility Name: Highspire STP. This existing facility is located in Highspire Borough, 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), is located in State Water Plan watershed 7-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 2 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
CBOD5 417 667 XXX 25 40 50
BOD5
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 500 750 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 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
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs)
 Effluent Net 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) 		Report
Total Mo 		XXX XXX XXX 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 33 XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs)
 Effluent Net 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, 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)  
 Effluent Net 		XXX 36,529
Total
Annual 		XXX XXX XXX XXX
Total Nitrogen
 (Total Load, 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)  
 Effluent Net 		XXX 4,871
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:

 • Stormwater Prohibition, Approval Contingencies, Solids Management, Restriction on receipt of hauled in waste under certain conditions, WET testing requirements and Stormwater conditions.

 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.

 PA0043257, Sewage, SIC Code 4952, New Freedom Borough Authority, 49 E High Street, New Freedom, PA 17349-9665. Facility Name: New Freedom Borough STP. This existing facility is located in New Freedom Borough, York County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 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 5.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.20 XXX 0.66
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		469 751
Wkly Avg 		XXX 25 40 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 563 844
Wkly Avg 		XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
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 56 XXX XXX 3.0 XXX 6
 May 1 - Oct 31 19 XXX XXX 1.0 XXX 2
Ammonia-Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus 18.8 XXX XXX 1.0 XXX 2
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Arsenic, Total Report Report XXX Report Report
Daily Max 		XXX
Copper, Total 0.22 0.45 XXX 0.012 0.024 XXX
Iron, Dissolved Report Report XXX Report Report
Daily Max 		XXX
Iron, Total Report Report XXX Report Report
Daily Max 		XXX
Zinc, Total Report Report XXX Report Report
Daily Max 		XXX
Dichlorobromomethane (ug/L) 0.039 0.055 XXX 2.05 2.92
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 41,095
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 5,479
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.

 

 PA0081451, Sewage, SIC Code 8211, Red Lion Area School District, 696 Delta Road, Red Lion, PA 17356-9185. Facility Name: Clearview Elementary School. This existing facility is located in Chanceford Township, York County.

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

 The receiving stream(s), West Branch Toms Run (TSF), is located in State Water Plan watershed 7-I 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 .005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum Instant. Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.5
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (CFU/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
Daily Max 		XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report
Daily Max 		XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 21.0 XXX 42
 May 1 - Oct 31 XXX XXX XXX 7.0 XXX 14
Total Kjeldahl Nitrogen XXX XXX XXX Report
Daily Max 		XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX

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

 The EPA Waiver is in effect.

 PA0083429, Sewage, SIC Code 4952, West Cocalico Township Authority, 156 B West Main Street, Reinholds, PA 17569-0095. Facility Name: West Cocalico Township Authority WWTP. This existing facility is located in West Cocalico Township, Lancaster County.

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

 The receiving stream, Little Cocalico Creek (TSF, MF), is located in State Water Plan watershed 7-J and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .15 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) 		31 50 XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 38 56 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30 24 XXX XXX 28.5 XXX 57
 May 1 - Oct 31 12 XXX XXX 9.5 XXX 19
Total Copper XXX XXX XXX Report Report
Daily Max 		XXX
Total Lead XXX XXX XXX Report Report
Daily Max 		XXX
Total Zinc XXX XXX XXX Report Report
Daily Max 		XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX

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

 The EPA Waiver is in effect.

 PA0247464, Sewage, SIC Code 4952, East Hanover Township Municipal Authority, 8848 Jonestown Road, Grantville, PA 17028-8650. Facility Name: East Hanover Township Dairy Ln STP. This existing facility is located in East Hanover 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), Bow Creek (WWF), is located in State Water Plan watershed 7-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .25 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 XXX XXX XXX
CBOD5 52 83 XXX 25.0 40.0 50
BOD5 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 63 94 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 intensity
 (mW/cm2) 		XXX XXX Report XXX XXX XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max 		XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 28 XXX XXX 13.5 XXX 27
 May 1 - Oct 31 9 XXX XXX 4.5 XXX 9
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Phosphorus 4 XXX XXX 2.0 XXX 4
Copper, Total Report XXX XXX Report XXX XXX
Zinc, Total Report XXX XXX Report XXX XXX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

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

 • Stormwater Prohibition, Approval Contingencies, Solids Management and Restriction on receipt of hauled in waste under certain conditions

 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.

 PA0266124, Sewage, SIC Code 4952, 2000 Perkiomen Ave, LLC, 503 Hanley Lane, Downingtown, PA 19335. Facility Name: Green Hills Estates STP. This proposed facility is located in Robeson Township, Berks County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .026 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instantaneous
Minimum 		Average Monthly Maximum IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		Report Report XXX 25.0 XXX 50.0
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Suspended Solids Report Report XXX 30.0 XXX 60.0
Total Suspended Solids
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Dissolved Solids XXX XXX XXX 1,000.0 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
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX 20.0 XXX 40.0
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Phosphorus XXX XXX XXX Report
Avg Qrtly 		XXX XXX

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

 • Handling and disposing of screenings, sludges, and solids consistent with Federal and State requirements.

 • Notification to DEP of responsible operator of treatment facility

 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.

 PA0086690, Industrial, SIC Code 3357, Kalas Manufacturing, Inc., 167 Greenfield Road, Lancaster, PA 17601-5814. Facility Name: Kalas Manufacturing, Inc., Plant # 2. This existing facility is located in East Cocalico 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(s), Stony Run (WWF, MF), is located in State Water Plan watershed 7-J 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 .043 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Daily
Maximum 		Maximum IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX 102 XXX XXX
 Feb 1 - 28 XXX XXX XXX 108 XXX XXX
 Mar 1 - Oct 31 XXX XXX XXX 110 XXX XXX
 Nov 1 - 15 XXX XXX XXX 110 XXX XXX
 Nov 16 - 30 XXX XXX XXX 100 XXX XXX
 Dec 1 - 31 XXX XXX XXX 88 XXX XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX 9.3 XXX 26.0 XXX 62.5
Total Suspended Solids XXX 6.8 XXX 19.0 XXX XXX
Oil and Grease XXX 10.4 15.0
Avg Mo 		29.0 XXX 30.0

 The proposed effluent limits for Outfall 002 are based on a variable design flow (stormwater).—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
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on a variable design flow (stormwater).—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
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

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

 The EPA Waiver is in effect.

 PA0267627, Industrial (Hydrostatic Testing), SIC Code 4922, Texas Eastern Transmission, LP (TETLP), 890 Winter Street, Waltham, MA 02451-1470. Facility Name: TETLP Perulack Compressor Station. This proposed facility is located in Lack Township, Juniata County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial waste (from Hydrostatic Testing of new pipeline).

 The receiving stream(s), Lick Run (CWF, MF) and Unnamed Tributary to Lick Run (CWF, MF), is located in State Water Plan watershed 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 Outfalls 001—003:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (GPM) Report XXX XXX XXX XXX XXX
Total Flow
  (Total Volume, Mgal) (M Gal) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Duration of Discharge (hours) XXX XXX XXX Report XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX 0.05
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Iron, Dissolved XXX XXX XXX XXX XXX 7.0

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

 • Annual Report requirement

 • BMPs (adapted from the PAG-10 NPDES General Permit for Discharges from Hydrostatic Testing of Tanks and Pipelines)

 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

 PA0245348, Sewage, SIC Code 4952, Wavrek Dorothy, 518 Beechwood Drive, Kennett Square, PA 19348-1804. Facility Name: 518 Beechwood Dr. SFTF. This proposed facility is located in East Marlborough Township, Chester County.

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

 The receiving stream, Unnamed Tributary to East Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and is classified for Migratory 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 .0005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (MGD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX
Ultraviolet light intensity
  (mW/cm2) 		XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX 10.0 XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX

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

 • AMR to DEP

 • DMR to DEP if Attached

 • 1/year Measure Depth of Septage and Scum

 • Septic Tanks Pumped Once Every Three Years

 • Total Residual Chlorine Requirement

 • No Stormwater

 • Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon STP when Municipal Sewers Available

 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.

III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Application Number Application Type Applicant Name & Address Municipality, County Office
PAD480164 Renewal Mike Downs Toll PA, LP
1140 Virginia Dr.
Fort Washington, PA 19034 		Hanover Township
Northampton County 		NERO
PAD140082 New Halfmoon Land Company, LLC
Halfmoon Valley Road Port
Matilda, PA 16870 		Halfmoon Township
Centre County 		NCRO


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