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PA Bulletin, Doc. No. 21-123

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Application, Actions and Special Notices

APPLICATIONS

[51 Pa.B. 451]
[Saturday, January 23, 2021]

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. 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.

 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 previously discussed.

 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 DEP determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact DEP through the Pennsylvania AT&T 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
0279202 A-4 Industrial Waste Individual WQM Permit Amendment Neville Chemical Co.
2800 Neville Rd.
Pittsburgh, PA 15225-1496 		Neville Township Allegheny County SWRO
9138106 Joint DEP/PFBC Pesticides Permit Renewal Regency at Yardley
Community Association
165 Regency Boulevard
Yardley, PA 19067-6444 		Lower Makefield Township
Bucks County 		SERO
1713803 Joint DEP/PFBC Pesticides Permit Amendment Treasure Lake Poa Inc.
13 Treasure Lk
DuBois, PA 15801-9001 		Sandy Township Clearfield County NCRO
1720802 Joint DEP/PFBC Pesticides Permit New Treasure Lake Poa Inc.
13 Treasure Lk
DuBois, PA 15801-9001 		Sandy Township Clearfield County NCRO
1720803 Joint DEP/PFBC Pesticides Permit New Treasure Lake Poa Inc.
13 Treasure Lk
DuBois, PA 15801-9001 		Sandy Township Clearfield County NCRO
PAG034830 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Eastern Gas Trans &
Storage Inc.
925 White Oaks Boulevard
Bridgeport, WV 26330-6919 		Clymer Township
Tioga County 		NCRO
PAG036288 PAG-03 NPDES General Permit for Industrial Stormwater New J C Howard Concrete Supply
12 W Noblestown Road
Carnegie, PA 15106 		Collier Township Allegheny County SWRO
PAR804882 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Pvs Nolwood Chemicals Inc.
297 W Allison Street
Lock Haven, PA 17745-3988 		Castanea Township Clinton County NCRO
PAG123755 PAG-12 NPDES General Permit for CAFOs Renewal Esbenshade Farms
220 Eby Chiques Road
Mount Joy, PA 17552-8800 		East Donegal Township Lancaster County SCRO
PAG123756 PAG-12 NPDES General Permit for CAFOs Renewal Esbenshade Farms
220 Eby Chiques Road
Mount Joy, PA 17552-8800 		Rapho Township Lancaster County SCRO
PAG123762 PAG-12 NPDES General Permit for CAFOs Renewal Hillandale Gettysburg LP
3910 Oxford Road
Gettysburg, PA 17325-8367 		Tyrone Township Adams County SCRO
PAG123763 PAG-12 NPDES General Permit for CAFOs Renewal Hillandale Gettysburg LP
3910 Oxford Road
Gettysburg, PA 17325-8367 		Tyrone Township Adams County SCRO
PAG123764 PAG-12 NPDES General Permit for CAFOs Renewal Hillandale Gettysburg LP
3910 Oxford Road
Gettysburg, PA 17325-8367 		Tyrone Township Adams County SCRO
PAG124859 PAG-12 NPDES General Permit for CAFOs Renewal Stonewall Pork LLC
242 Alder Run Road
Millerton, PA 16936-9253 		Jackson Township Tioga County SCRO
PAG124867 PAG-12 NPDES General Permit for CAFOs Renewal Landis Farm
2607 Klingerstown Road
Herndon, PA 17830 		Jordan Township Northumberland County SCRO
PAG126107 PAG-12 NPDES General Permit for CAFOs Renewal David C. Vangilder
582 Rocky Lane
Berlin, PA 15530-6535 		Brothersvalley Township
Somerset County 		SCRO
1320402 Sewer Extensions and Pump Stations Individual WQM Permit New Mahoning Township
Municipal Authority
Carbon County
P.O. Box 609
Lehighton, PA 18235 		Mahoning Township
Carbon County 		NERO
2316407 Sewer Extensions and Pump Stations Individual WQM Permit Amendment AQUA PA Wastewater Inc.
762 W. Lancaster Ave
Bryn Mawr, PA 19010 		Upper Providence Township
Delaware County 		SERO
1520408 Sewer Extensions and Pump Stations Individual WQM Permit New Oxford Borough Area Sew Auth P.O. Box 380
Oxford, PA 19363 		Oxford Borough Chester County SERO
6320406 Sewer Extensions and Pump Stations Individual WQM Permit New Mon Valley Sewer Authority
20 S Washington Street
Donora, PA 15033-1394 		Carroll Township
Washington County 		SWRO
6520405 Sewer Extensions and Pump Stations Individual WQM Permit New Westmoreland County Municipal Authority
1146 Woodward Drive
Greensburg, PA 15601-6416 		Hempfield Township Westmoreland County SWRO
WQG02152015 WQG-02 WQM General Permit New Bk Campbell Inc.
863 West Locust Street
Oxford, PA 19363 		Oxford Borough Chester County SERO
WQG02152016 WQG-02 WQM General Permit New Caln Township
Chester County
253 Municipal Drive
Thorndale, PA 19372-1015 		Caln Township
Chester County 		SERO
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

 PA0031852, Sewage, SIC Code 8211, Central Columbia School District, 4777 Old Berwick Road, Bloomsburg, PA 17815-3515. Facility Name: Central Columbia School District High Mid. This existing facility is located in South Centre Township, Columbia 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 Susquehanna River (CWF), is located in State Water Plan watershed 5-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 .028 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 Report
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 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
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 16 XXX 32
 May 1 - Oct 31 XXX XXX XXX 5.5 XXX 11

 Sludge use and disposal description and location(s): Bloomsburg Municipal Authority WWTP.

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

 • Standard Special Conditions

 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.

 PA0033502, Sewage, SIC Code 8361, Bradford County, 15900 Route 6, Troy, PA 16947-9308. Facility Name: Bradford County Manor. This existing facility is located in West Burlington Township, Bradford 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), Sugar Creek (TSF), is located in State Water Plan watershed 4-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .075 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 Report
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		13 19 XXX 21 31 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report XXX XXX
Total Suspended Solids 19 28 XXX 30 45 60
 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
Ammonia-Nitrogen
 Nov 1 - Apr 30 13 20 XXX 22 33 45
 May 1 - Oct 31 4.5 6.5 XXX 7.5 11 15
Cadmium, Total (ug/L) XXX XXX XXX 3.34 6.68 8.35
Copper, Total (ug/L) XXX XXX XXX 48.79 97.58 121.97
Selenium, Total (ug/L) XXX XXX XXX 61.75 93.61 121.97
Boron, Total (ug/L) XXX XXX XXX Report
Avg Qrtly 		Report
Daily Max 		XXX
Total Nitrogen Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
 (Total Load, lbs) (lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Phosphorus Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
 (Total Load, lbs) (lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Landfill.

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

 • Other Requirements

 • POTW Pretreatment Program Implementation

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0032905, Sewage, SIC Code 4952, 6515, Bricar Holdings LLC, 90 Shenango Park Road Lot 1, Transfer, PA 16154-2141. Facility Name: Sunnyview MHP. This existing facility is located in Pymatuning Township, 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(s), Brush Run (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 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
Dissolved Oxygen XXX XXX 4.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25.0 XXX 50
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
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 6.0 XXX 12
 May 1 - Oct 31 XXX XXX XXX 2.0 XXX 4.0
Total Phosphorus XXX XXX XXX 1.0 XXX 2.0

 Sludge use and disposal description and location(s): Sludge is aerobically digested prior to off-site disposal through a registered septic hauler.

 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.

 PA0101931, Sewage, SIC Code 4952, Jenks Township Forest County, P.O. Box 436, Marienville, PA 16239-0436. Facility Name: Marienville STP. This existing facility is located in Jenks Township, Forest County.

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

 The receiving stream is the West Branch Millstone Creek, located in State Water Plan watershed 17-B and is classified for High Quality Waters—Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.583 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 6.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.25 XXX 0.82
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 96.0 144.0 XXX 20.0 30.0 40
 May 1 - Oct 31 48.0 72.0 XXX 10.0 15.0 20
Total Suspended Solids 78.0 156.0 XXX 16.0 24.0 32
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 29.1 XXX XXX 6.0 XXX 12
 May 1 - Oct 31 9.7 XXX XXX 2.0 XXX 4
Total Phosphorus XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .583 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 6.0
Daily Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.1 XXX 0.4
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 96.0 144.0 XXX 20.0 30.0 40
 May 1 - Oct 31 48.0 72.0 XXX 10.0 15.0 20
Total Suspended Solids 78.0 156.0 XXX 16.0 24.0 32
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 29.1 XXX XXX 6.0 XXX 12
 May 1 - Oct 31 9.7 XXX XXX 2.0 XXX 4
Total Phosphorus XXX XXX XXX Report XXX XXX

 The proposed influent limits for Outfall 002 are based on a design flow of .583 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Maximum IMAX
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX XXX XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		Report Report XXX XXX XXX XXX

 Final sludge disposal is at a landfill.

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

 • Total residual chlorine upgrade

 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.

 Southeast Regional Office

 PA0026085, Sewage, SIC Code 4952, Upper Merion Sanitary and Stormwater Authority, 175 W Valley Forge Road, King of Prussia, PA 19406-1851. Facility Name: U Merion-Matsunk STP. This existing facility is located in Upper Merion Township, Montgomery County.

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

 The receiving stream(s), Unnamed Tributary to Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-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 002 are based on a design flow of 5.5 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total 2.05 2.71
Daily Max 		XXX 0.045 0.059
Daily Max 		0.112

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		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
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 1,145 1,740 XXX 25.0 38.0
Wkly Avg 		50
 May 1 - Oct 31 825 1,235 XXX 18.0 27.0
Wkly Avg 		36
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids 1,375 2,060 XXX 30.0 45.0
Wkly Avg 		60
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean 		XXX 1,000
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 825 XXX XXX 18.0 XXX 36
 May 1 - Oct 31 275 XXX XXX 6.0 XXX 12
Total Phosphorus Report XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Daily
Maximum 		IMAX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Survival (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Growth (TUc) 		XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 5.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Daily
Maximum 		IMAX
Total Dissolved Solids Report
Avg Qrtly 		XXX XXX 1,000.0
Avg Qrtly 		XXX XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.

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

 Sludge use and disposal description and location(s): Thickened sludge is dewatered, stabilized, and landfilled in Tullytown PA Resource Recovery Facility and GROWS North landfill in Morrisville, PA.

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

 • Optimize chlorine dosages

 • Notification of designation of responsible operator

 • Development/implementation of facility O&M plan

 • Hauled in waste restriction

 • POTW pretreatment program implementation

 • Solids management for non-lagoon system

 • WQBEL for toxic pollutants and TRE

 • WET requirements without limits

 • Stormwater requirements

 • Schuylkill River PCB PMP and monitoring

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

 The EPA Waiver is not in effect.

 PAI130045, MS4, Horsham Township Montgomery County, 1025 Horsham Road, Horsham, PA 19044-1326. 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 Horsham Township, Montgomery County. The receiving streams, Pennypack Creek (TSF, MF) and Little Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F and 3-J and is classified for Migratory Fishes, Warm Water Fishes, and Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plans with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 • A Total Maximum Daily Load (TMDL) Plan

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910 or by contacting our regional Records Management unit via e-mail at RA-SERecordsReview@pa.gov.

 The EPA waiver is in effect for small MS4s and is not in effect for large MS4s.

 PAI130520, MS4, East Goshen Township Chester County, 1580 Paoli Pike, West Chester, PA 19380-6107. 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 East Goshen Township, Chester County. The receiving stream(s), Ridley Creek (HQ-TSF, MF) and East Branch Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and is classified for Migratory Fishes, Mi, Trout Stocking, 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.

 PA0026131, Sewage, SIC Code 4952, Upper Merion Sanitary and Stormwater Authority, 175 W Valley Forge Road, King of Prussia, PA 19406-1851. Facility Name: Upper Merion Municipal Authority Sewer System & STP Trout Run. This existing facility is located in Upper Merion Township, Montgomery County.

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

 The receiving stream(s), Schuylkill River (WWF, MF) and Trout Creek (WWF, MF), is located in State Water Plan watershed 3-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 002 are based on a design flow of 6 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 6 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total 1.33 1.74
Daily Max 		XXX 0.0266 0.0348
Daily Max 		0.0665

 The proposed effluent limits for Outfall 002 are based on a design flow of 6 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Daily
Maximum 		IMAX
Total Dissolved Solids Report
Avg Qrtly 		XXX XXX 1,000.0
Avg Qrtly 		XXX XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Survival (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Growth (TUc) 		XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 6 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		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
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		1,251 2,000 XXX 25.0 40.0
Wkly Avg 		50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Total Suspended Solids 1,500 2,250 XXX 30.0 45.0
Wkly Avg 		60
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean 		XXX 1,000
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 1,000 XXX XXX 20.0 XXX 40
 May 1 - Oct 31 750 XXX XXX 15.0 XXX 30
Total Phosphorus Report XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 6 MGD.—Limits.

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.

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

 Sludge use and disposal description and location(s): Thickened biosolids are dewatered and stabilized before landfilled in Fairless Landfill and GROW North Landfill in Morrisville, PA.

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

 • Optimize Chlorine dosages

 • Notification of designation of responsible operator

 • Implement O&M plan

 • Hauled in waste restriction

 • POTW pretreatment program implementation

 • Solids management for non-lagoon system

 • WQBEL for toxic pollutants and TRE

 • WETT requirements without limits

 • Stormwater requirements

 • Schuylkill River PCB PMP and monitoring

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0255751, Sewage, SIC Code 8661, Mountain View Mennonite Church, 203 High Street, Salisbury, PA 15558-2203. Facility Name: Mountain View Mennonite Church Properties. This proposed facility is located in Elk Lick Township, Somerset County.

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

 The receiving stream, an Unnamed Tributary to Casselman River (CWF), is located in State Water Plan watershed 19-F and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0012 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Maximum IMAX
Flow (MGD) 0.0012 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 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
Geo Mean 		XXX XXX

 Sludge use and disposal description and location(s): Sludge will be removed by a certified septic tank pumping contractor (Piles Concrete or Smith's Septic Tank Cleaning) and disposed of at a DEP certified facility.

 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.

 Southeast Regional Office

 PA0013323 A-1, Industrial, SIC Code 3721, The Boeing Company, P.O. Box 16858, MS P01-29, Philadelphia, PA 19142-0858. Facility Name: Boeing Helicopters Ridley Facility. This existing facility is located in Ridley Township, Delaware County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated process wastewater, cooling tower blow down, and stormwater. The amendment incorporates changes to Total Dissolved Solids limitations in accordance with the renewed DRBC Docket for this facility.

 The receiving streams, Darby Creek (TSF, MF), Crum Creek (WWF), and Delaware River (WWF, MF), are located in State Water Plan watershed 3-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 .087 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .087 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Free Available Chlorine XXX XXX XXX 0.5 XXX XXX
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX 30 60 75
Total Dissolved Solids XXX XXX XXX 2,000 2,500 5,000
Oil and Grease XXX XXX XXX 15 XXX 30

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater—Limits.

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

 The proposed effluent limits for Outfall 002 are based on an average flow of stormwater—Limits.

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

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater—Limits.

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

 The proposed effluent limits for Outfall 003 are based on an average flow of stormwater—Limits.

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

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

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

 The proposed effluent limits for Outfall 007 are based on an average flow of oil-bearing stormwater—Limits.

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

 The proposed effluent limits for Outfall 007 are based on an average flow of oil-bearing stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on an average flow of oil-bearing stormwater—Limits.

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

 The proposed effluent limits for Outfall 008 are based on an average flow of oil-bearing stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on an average flow of oil-bearing stormwater—Limits.

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

 The proposed effluent limits for Outfall 012 are based on an average flow of stormwater—Limits.

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

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 016 are based on an average flow of stormwater—Limits.

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

 The proposed effluent limits for Outfall 025 are based on an average flow of stormwater—Limits.

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

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
Industrial Influent 		XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX 30 60 75
Oil and Grease XXX XXX XXX 15 XXX 30
Cadmium, Total XXX XXX XXX 0.26 0.69 XXX
Chromium, Hexavalent XXX XXX XXX 1.71 2.22 XXX
Copper, Total XXX XXX XXX 2.07 3.38 XXX
Nickel, Total XXX XXX XXX 2.38 3.98 XXX
Silver, Total XXX XXX XXX 0.24 0.43 XXX
Zinc, Total XXX XXX XXX 1.48 2.61 XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Total Toxic Organics XXX XXX XXX XXX 2.13 XXX

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of .05 MGD as batch discharge—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		Instant. Maximum
Cyanide, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX

 Stormwater Outfalls 009—011, 013—015, 017, and 019—023 are not required to be monitored.

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Condition

 D. BAT/ELG Reopener

 E. TTO Definition

 F. TTO Monitoring

 G. Thermal Requirement

 H. Cooling Tower Maintenance Chemicals

 I. TMDL/WLA Data

 J. Non-Stormwater Discharges

 K. Chemical Additives Requirement

 L. Stormwater Requirement

 M. PCB PMP Requirement

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

 The EPA Waiver is not in effect.

 PA0012467, Industrial, SIC Code 4613, Laurel Pipeline Co. LP, 5002 Buckeye Road, P.O. Box 368, Emmaus, PA 18049-0368. Facility Name: Booth Station IWTP. This existing facility is located in Bethel Township, Delaware County.

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

 The receiving stream, UNT to Green Creek (CWF, MF), is located in State Water Plan watershed 3-G 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 an average stormwater event.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Quarterly Maximum IMAX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report XXX XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Total Recoverable Petroleum
 Hydrocarbons 		XXX XXX XXX 15.0 XXX 30.0

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.043 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 Suspended Solids XXX XXX XXX 30.0 XXX 75.0
Oil and Grease XXX XXX XXX 15 XXX 30
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Benzene XXX XXX XXX 0.001 XXX 0.0025
BTEX, Total XXX XXX XXX 0.1 XXX 0.25
MTBE XXX XXX XXX Report XXX Report

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

 1. Acquire Necessary Property Rights

 2. Proper Sludge Disposal

 3. WQM Permit Requirement

 4. BAT/BCT

 5. Stormwater Requirements

 6. Petroleum Transportation Facility Requirements

 7. Groundwater Cleanup

 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
PAD390186 A-3 Renewal Jaindl Land Co
3150 Coffeetown Rd
Orefield, PA 18069 		S Whitehall Twp Lehigh County DEP NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD400035 A-1 Major Amendment Hazleton Creek Properties LLC Matthew Neely
282 S Church St
Hazleton, PA 18201 		Hazle Twp
Hazleton City
Luzerne County 		DEP NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD540021 New Aqua Pa Wastewater Inc. Joshua Shoff
1 Aqua Way
White Haven, PA 18661 		N Union Twp
Schuylkill County 		DEP NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD650026 New Ligonier Township
Municipal Authority
1 Municipal Park Drive
Ligonier, PA 15658 		Ligonier Township Westmoreland County DEP, SWRO, Waterways and Wetlands Program
400 Waterfront Drive
Pittsburgh, PA 15222
(412) 442-4000
PAD250012 New National Fuel Gas
Distribution Corp
1100 State Street
Erie, PA 16501 		Fairview Township Girard Township
Erie County 		DEP NWRO Waterways and Wetlands Program
230 Chestnut Street
Meadville, PA 16335
814-332-6984

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