NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[53 Pa.B. 5183]
[Saturday, August 19, 2023]
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 ACTThis notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).
Section Category I Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received II Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs III Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity Section I identifies the following applications and NOIs that have been received by DEP:
• Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.
• General Chapter 92a NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.
• All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits, excluding PAG-01 and PAG-02, are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.
Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.
Section II identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of DEP for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).
Section III identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A
30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.Applications, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.
Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.
DEP office contact information to review applications and NOIs and to submit comments for those applications, when applicable, is as follows:
DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484-250-5910. Email: RA-EPNPDES_SERO@pa.gov for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.
DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570-826-5472. Email: RA-EPNPDES_NERO@pa.gov for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.
DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717-705-4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.
DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570-327-3693. Email: RA-EPNPDES_NCRO@pa.gov for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.
DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.
DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.
DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-787-5017. Email: RA-EPNPDES_Permits@pa.gov.
DEP Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@pa.gov.
DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.
Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).
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 PAD360065 Chapter 102 Individual NPDES Permit Amendment Minor Warwick School District
301 W Orange Street
Lititz, PA 17543-1814Lititz Borough
Lancaster CountySCRO 0123804 Joint DEP/PFBC Pesticides Permit New Gettysburg Battlefield Resort
1960 Emmitsburg Road
Gettysburg, PA 17325-7196Cumberland Township
Adams CountySCRO 0621804 Joint DEP/PFBC Pesticides Permit Amendment Goodrich Lonnie
33 Docwill Drive
Barto, PA 19504-8740Washington Township
Berks CountySCRO 0913884 Joint DEP/PFBC Pesticides Permit Renewal Wolfe Don
71 Sweetbriar Road
Perkasie, PA 18944-3866Bedminster Township
Bucks CountySERO 0913926 Joint DEP/PFBC Pesticides Permit Renewal Boy Scouts of America
Camp Ockanickon
5787 State Park Road
Pipersville, PA 18947-1501Plumstead Township
Bucks CountySERO 0913931 Joint DEP/PFBC Pesticides Permit Renewal Peterson Eric
2597 Street Road
Box 127
Lahaska, PA 18931Buckingham Township
Bucks CountySERO 0923810 Joint DEP/PFBC Pesticides Permit New Rufe Kenneth
2645 Steinsburg Road
Quakertown, PA 18951-3837Milford Township
Bucks CountySERO 0923814 Joint DEP/PFBC Pesticides Permit New Klein Joe
1 Sarah Drive
Newtown, PA 18940-4129Wrightstown Township
Bucks CountySERO 1523829 Joint DEP/PFBC Pesticides Permit New Saunders Alison
2010 Newcomen Road
Chester Springs, PA 19425-2027Charlestown Township
Chester CountySERO 3613858 Joint DEP/PFBC Pesticides Permit Renewal Safe Harbor Water Power Corp
126 Lamberton Lane
Hawley, PA 18428-7606Manor Township
Lancaster CountySCRO 4013820 Joint DEP/PFBC Pesticides Permit Amendment Nuangola Lake Association
26 Nuangola Avenue
Mountain Top, PA 18707-9124Nuangola Borough
Luzerne CountyNERO 4614808 Joint DEP/PFBC Pesticides Permit Renewal Superior Tube Inc.
3900 Germantown Pike
Collegeville, PA 19426-3112Collegeville Borough
Montgomery CountySERO 4619802 Joint DEP/PFBC Pesticides Permit Renewal Addison Reserve HOA
975 Easton Road
Suite 102
Warrington, PA 18976Whitpain Township
Montgomery CountySERO 5223802 Joint DEP/PFBC Pesticides Permit New Conashaugh Lakes Comm Association
102 Conashaugh Trail
Milford, PA 18337-9530Dingman Township
Pike CountyNERO 6723804 Joint DEP/PFBC Pesticides Permit New Safe Harbor Water Power Corp
126 Lamberton Lane
Hawley, PA 18428-7606Lower Windsor Township
York CountySCRO 1509411 Land Application and Reuse of Sewage Individual WQM Permit Transfer Bucks County Water & Sewer Authority
729 Saint Matthews Road
Chester Springs, PA 19425West Vincent Township
Chester CountySERO 6008403 Major Sewage Treatment Facility Individual WQM Permit Amendment Gregg Township Municipal Authority
Union County
16436 US Route 15
Allenwood, PA 17810-9137Gregg Township
Union CountyNCRO 6308202 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment PA Transformer Tech Inc.
30 Curry Avenue
Canonsburg, PA 15317-1786Cecil Township
Washington CountySWRO 4823403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit New Lehigh Township Municipal Authority
Northampton County
1069 Municipal Road
Walnutport, PA 18088-9718Lehigh Township
Northampton CountyNERO 5288408 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment PA American Water Co.
171 W Johnson Highway
Norristown, PA 19401-3030Lehman Township
Pike CountyNERO NOEXNW081 No Exposure Certification Renewal Essentra Plastics LLC
dba Essentra Components
3123 Station Road
Erie, PA 16510-6501Erie City
Erie CountyNWRO NOEXSC126 No Exposure Certification Renewal Bway Pkg Division Bway Corp
599 Davies Drive
York, PA 17402-8630Springettsbury Township
York CountySCRO NOEXSC383 No Exposure Certification Transfer Altium Pkg LLC
2500 Windry Ridge Parkway
Suite 1400
Altanta, GA 30339Muhlenberg Township
Berks CountySCRO PAG032243 PAG-03 NPDES General Permit for Industrial Stormwater Renewal PA Thermal Blue Stone Co. LLC
P.O. Box 4
South Gibson, PA 18842Great Bend Township
Susquehanna CountyNERO PAG034058 PAG-03 NPDES General Permit for Industrial Stormwater New Reading Precast Inc.
5494 Pottsville Pike
Leesport, PA 19533-8645Ontelaunee Township
Berks CountySCRO PAG034059 PAG-03 NPDES General Permit for Industrial Stormwater New United Parcel Service Inc.
1821 S 19th Street
Harrisburg, PA 17104-3206Dickinson Township
Cumberland CountySCRO PAG034060 PAG-03 NPDES General Permit for Industrial Stormwater New Amazon Com Service LLC
P.O. Box 80842
Seattle, WA 98108-0842Southampton Township
Franklin CountySCRO PAG034837 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Mastic Home Exteriors
499 W Sassafras Street
Selinsgrove, PA 17870-1403Selinsgrove Borough
Snyder CountyNCRO PAG036554 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Cynthia & Warren Chisler
P.O. Box 98
107 Chrissy Lane
Brave, PA 15316-0098Wayne Township
Greene CountySWRO PAG036555 PAG-03 NPDES General Permit for Industrial Stormwater New Cleveland Bros Equip Co. Inc.
4565 William Penn Highway
Murrysville, PA 15668-2003Murrysville Borough
Westmoreland CountySWRO PAG038355 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Buffalo & Pittsburgh RR Inc.
47849 Papermill Road
Coshocton, OH 43812-9724Bell Township
Jefferson CountyNWRO PAG038494 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Evergreen Landfill Inc.
1310 Luciusboro Road
Blairsville, PA 15717Center Township
Indiana CountyNWRO PAG038532 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Blair Strip Steel Co.
1209 Butler Avenue
New Castle, PA 16101-4369New Castle City
Lawrence CountyNWRO PAG066121 PAG-06 NPDES General Permit for Combined Sewer Systems Renewal Arnold City
1829 5th Avenue
Arnold, PA 15068Arnold City
Westmoreland CountySWRO PAG106232 PAG-10 NPDES General Permit for Hydrostatic Test Water New EQM Gathering Opco LLC
2200 Energy Drive
Canonsburg, PA 15317-1000Franklin Township
Greene CountySWRO PAG133699 PAG-13 NPDES General Permit for MS4s Renewal West Cornwall Township
73 S Zinns Mill Road
Lebanon, PA 17042-9551West Cornwall Township
Lebanon CountySCRO PAG136262 PAG-13 NPDES General Permit for MS4s Renewal New Eagle Borough
157 Main Street
New Eagle, PA 15067-1160New Eagle Borough
Washington CountySWRO PAG136366 PAG-13 NPDES General Permit for MS4s Renewal Stowe Township
555 Broadway Avenue
McKees Rocks, PA 15136-3027Stowe Township
Allegheny CountySWRO 2220403 Pump Stations Individual WQM Permit Transfer Derry Township Municipal Authority
670 Clearwater Road
Hershey, PA 17033-2453Londonderry Township
Dauphin CountySCRO 1500417 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Wight Briana
595 Cricket Lane
Downingtown, PA 19335-4838East Nantmeal Township
Chester CountySERO 2987401 Single Residence Sewage Treatment Plant Individual WQM Permit Amendment Todd Township
2998 East Dutch Corner Road
McConnellsburg, PA 17233Todd Township
Fulton CountySCRO 4123402 Single Residence Sewage Treatment Plant Individual WQM Permit New Kula-Wright Kristina R
12866 Wallis Run Road
Trout Run, PA 17771-8523Plunketts Creek Township
Lycoming CountyNCRO 5623400 Single Residence Sewage Treatment Plant Individual WQM Permit New Portera Joseph
600 Hayden Boulevard
Elizabeth, PA 15037-1600Indian Lake Borough
Somerset CountySWRO 5623401 Single Residence Sewage Treatment Plant Individual WQM Permit New King Todd
2122 Greenville Circle
North Huntingdon, PA 15642-8788Indian Lake Borough
Somerset CountySWRO WQG02632302 WQG-02 WQM General Permit New Burgettstown Rd Assoc LLC
100 Leetsdale Industrial Drive
Leetsdale, PA 15056-1042Findlay Township
Allegheny CountySWRO
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.
Northeast Regional Office
PA0042048 A-1, Sewage, SIC Code 4952, Conyngham-Sugarloaf Joint Municipal Authority, P.O. Box 469, Conyngham, PA 18219. Facility Name: Conyngham-Sugarloaf Joint Municipal Authority WWTP. This existing facility is located in Sugarloaf Township, Luzerne County.
Description of Existing Activity: The application is for an amendment to an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Little Nescopeck Creek (CWF, MF), is located in State Water Plan watershed 5-D and is classified for Cold Water 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 design flows of 0.35 MGD and 0.5 MGD.
(From Permit Amendment Effective Date to August 31, 2023)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 1.0 XXX 2.0 The proposed effluent limits for Outfall 001 are based on a design flow of 0.35 MGD.
(From Permit Amendment Effective Date to Startup of Upgraded Facilities)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Carbonaceous Biochemical Oxygen Demand (CBOD5) 73 117 XXX 25.0 40.0 50.0 Total Suspended Solids 87 131 XXX 30.0 45.0 60.0 Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen Report XXX XXX Report XXX XXX Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.
(From Startup of Upgraded Facilities to August 31, 2027)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Carbonaceous Biochemical Oxygen Demand (CBOD5) 104 166 XXX 25.0 40.0 50.0 Total Suspended Solids 125 187 XXX 30.0 45.0 60.0 Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen 104 166 XXX 25.0 40.0 50.0 Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX Total Nitrogen (lbs) Report
Total AnnualXXX XXX XXX XXX XXX Total Phosphorus (lbs) Report
Total AnnualXXX XXX XXX XXX XXX Net Total Nitrogen (lbs) 7,306
Total AnnualXXX XXX XXX XXX XXX Net Total Phosphorus (lbs) 974
Total AnnualXXX XXX XXX XXX XXX The proposed effluent limits for Outfall 001 are based on design flows of 0.35 MGD and 0.5 MGD.
(From September 1, 2023 to August 31, 2027)
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 1.6 The proposed effluent limits for Outfall 001 are based on design flows of 0.35 MGD and 0.5 MGD.
(From Permit Amendment Effective Date to August 31, 2027)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. 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 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 The proposed effluent limits for Outfall 001 are based on design flows of 0.35 MGD and 0.5 MGD.
(From Permit Amendment Effective Date to August 31, 2027)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum IMAX Aluminum, Total XXX XXX XXX Report
Annl AvgXXX XXX Iron, Total XXX XXX XXX Report
Annl AvgXXX XXX Manganese, Total XXX XXX XXX Report
Annl AvgXXX XXX The proposed effluent limits for Outfall 001 are based on design flows of 0.35 MGD and 0.5 MGD.
(From Permit Amendment Effective Date to August 31, 2027)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum IMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• Chesapeake Bay Nutrient Requirements
• 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.
Northeast Regional Office
PA0063100, Sewage, SIC Code 4952, Harford Township, Susquehanna County, P.O. Box 1, Harford, PA 18823-0001. Facility Name: Harford Township WWTP. This existing facility is located in Harford Township, Susquehanna 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), Nine Partners Creek (CWF, MF), is located in State Water Plan watershed 4-F 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 .050 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 MaxXXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .050 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Copper, Total (ug/L) 0.012 0.018
Daily MaxXXX 28.0 43.6
Daily Max69.9 The proposed effluent limits for Outfall 001 are based on a design flow of .050 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstantaneous
MinimumAverage Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.44 XXX 1.04 Carbonaceous Biochemical Oxygen Demand (CBOD5) 10.4 Report XXX 25.0 50.0 50.0 BOD5 Minimum % Removal (%) 85
Min Mo AvgXXX XXX XXX XXX XXX Total Suspended Solids 12.5 Report XXX 30.0 60.0 60.0 Total Suspended Solids Minimum % Removal (%) 85
Min Mo AvgXXX XXX XXX XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 308.1 Report XXX 20.22 Report XXX May 1 - Oct 31 2.7 Report XXX 6.74 13.48 13.48 Lead, Total (ug/L) Report Report XXX Report Report XXX Zinc, Total (ug/L) Report Report XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of .050 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstantaneous
MinimumAverage Monthly Daily
MaximumIMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 001 are based on a design flow of .050 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstantaneous
MinimumAverage Monthly Daily
MaximumIMAX Nitrate-Nitrite as N Report
Annl AvgReport XXX Report
Annl AvgReport XXX Total Nitrogen Report
Annl AvgReport XXX Report
Annl AvgReport XXX Total Kjeldahl Nitrogen Report
Annl AvgReport XXX Report
Annl AvgReport XXX Total Phosphorus Report
Annl AvgReport XXX Report
Annl AvgReport XXX The proposed effluent limits for Outfall 101 are based on a design flow of NA MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report Report XXX In addition, the permit contains the following major special conditions:
• Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Solids management; and WQBELs for toxic pollutants (copper).
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.
Northwest Regional Office
PA0240087, Sewage, SIC Code 4952, 8811, Paul V Wittenbrink, 126 Oakland Place, Buffalo, NY 14222-2030. Facility Name: Paul Wittenbrink SRSTP. This existing facility is located at 1830 Wolf Run Rd, Bradford, PA 16701 in Corydon Township, McKean County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Chander Run (HQ-CWF), is located in State Water Plan watershed 16-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX 9.0
Daily MaxXXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0264539, Sewage, SIC Code 4952, 8800, Peter Henlen, 1643 Rutledge Road, Transfer, PA 16154-2529. Facility Name: Peter Henlen SRSTP. This existing facility is located in Delaware 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 is an Unnamed Tributary to Shenango River, located in State Water Plan watershed 20-A and classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average
WeeklyMinimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0272647, Sewage, SIC Code 8811, Thomas J & Karen L Chatham, P.O. Box 242, Polk, PA 16342-0242. Facility Name: J Thomas & Karen L Chatham SRSTP. This existing facility is located at 1290 Valley Road, Polk, PA 16342 in Frenchcreek Township, Venango County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Little Sandy Creek (HQ-CWF), is located in State Water Plan watershed 16-G and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report
Avg MoXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0295205, Sewage, SIC Code 8800, Kenneth Conrad, 136 Wiegand Drive, Cranberry Township, PA 16066-3008. Facility Name: Kenneth Conrad SRSTP. This proposed facility is located in Cranberry Township, Butler County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to Brush Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0009 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Southcentral Regional Office
Application No. PA0266728, Concentrated Animal Feeding Operation (CAFO), Springbrook Farm LLC (Springbrook Farm), 13233 Greenwood Road, Huntingdon, PA 16652-5922.
Springbrook Farm LLC has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Springbrook Farm, located in Jackson Township, Huntingdon County.
The CAFO is situated near Unnamed Tributary to Standing Stone Creek (HQ-CWF, MF) in Watershed 11-B, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 773.10 animal equivalent units (AEUs) consisting of 4,800 Swine Grow Finish, 6,300 Layer Breeder Hen, 700 Layer Breeder Rooster, 10 Beef Cows, 1 Beef Bull, 10 Beef Feeders, 4 Beef Replacement Heifers, and 1 Beef Finisher. Liquid swine manure is stored in an Underbarn Deep Pit. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the 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 Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Southeast Regional Office
PA0053970 A-1, Sewage, SIC Code 6515, Martins Community LLC, 25 Randy Lane, Cochranville, PA 19330-1647. Facility Name: Martins Community STP. This existing facility is located in West Nottingham Township, Chester County.
Description of Existing Activity: The application is for NPDES permit amendment for an existing discharge of treated sewage.
The receiving stream, Unnamed Tributary to North East Creek (TSF, MF), is located in State Water Plan watershed 7-K and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .012 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum Instant.
MaximumE. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 001 are based on a design flow of .012 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average
WeeklyMinimum Average Monthly Maximum Instant.
MaximumFlow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.34 XXX 0.8 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 302.0 XXX XXX 20.0 XXX 40 May 1 - Oct 31 1.0 XXX XXX 10.0 XXX 20 Total Suspended Solids 1.0 XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 300.6 XXX XXX 6.0 XXX 12 May 1 - Oct 31 0.2 XXX XXX 2.0 XXX 4 Total Phosphorus Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .0185 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average
WeeklyDaily
MinimumAverage Monthly Maximum Instant.
MaximumFlow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.011 XXX 0.026 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 303.1 XXX XXX 20.0 XXX 40 May 1 - Oct 31 1.5 XXX XXX 10.0 XXX 20 Total Suspended Solids 1.5 XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Total Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 300.93 XXX XXX 6.0 XXX 12 May 1 - Oct 31 0.31 XXX XXX 2.0 XXX 4 Ammonia-Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX Total Phosphorus (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .0185 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum Instant.
MaximumE. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed limits for Outfall 001 are based on a design flow of 0.012 MGD (interim) and .0185 MGD (final).—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average
WeeklyMinimum Average Monthly Maximum Instant.
MaximumCarbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentXXX XXX 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.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumTotal Nitrogen (Total Load, lbs) (lbs)
Effluent NetXXX 990.48
Total AnnualXXX XXX XXX XXX Total Nitrogen (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total AnnualXXX XXX XXX XXX Total Phosphorus (Total Load, lbs) (lbs)
Effluent NetXXX 58.44
Total AnnualXXX 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:
A. Chesapeake Bay Nutrient Requirements
B. No Stormwater
C. Acquire Necessary Property Rights
D. Proper Sludge Disposal
E. Abandon STP when Municipal Sewers Available
F. Chlorine Optimization
G. Small Stream Discharge
H. Operator Notification
I. TMDL/WLA Analysis
J. Notification of the Construction Completion
K. Solids Management
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is not in effect
Southwest Regional Office
PA0216941, Sewage, SIC Code 4952, Forest Hills Municipal Authority, 900 Locust Street, Saint Michael, PA 15951-0337. Facility Name: South Fork Regional WWTP. This existing facility is located in Conemaugh Township, Cambria County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Little Conemaugh River (WWF), is located in State Water Plan watershed 18-E and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Benzo(a)Anthracene (ug/L) XXX XXX XXX XXX Report XXX Butyl Benzyl Phthalate (ug/L) XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumMinimum Average Quarterly Daily
MaximumIMAX Benzo(a)Anthracene (ug/L) 0.0005 0.0007 XXX 0.046 0.072 0.11 Butyl Benzyl Phthalate (ug/L) 0.01 0.015 XXX 0.96 1.49 2.39 The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 250 375 XXX 25 38 50 Biochemical Oxygen Demand (BOD5)
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Suspended Solids 300 450 XXX 30 45 60 Total Suspended Solids
Raw Sewage InfluentReport XXX XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30XXX XXX XXX Report XXX Report May 1 - Oct 31 XXX XXX XXX 12.0 XXX 24.0 The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Aluminum, Total XXX XXX XXX XXX Report
Daily MaxXXX Copper, Total XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX Report
Daily MaxXXX Manganese, Total XXX XXX XXX XXX Report
Daily MaxXXX Zinc, Total XXX XXX XXX XXX Report
Daily MaxXXX In addition, the permit contains the following major special conditions:
• Optimization of chlorine dosage
• SBR batch discharge requirements
• Notification of designation of responsible operator
• Hauled-in waste restriction
• Solids management for non-lagoon system
• WET requirements without limits
• Requirements applicable to stormwater outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is not in effect.
Southwest Regional Office
PA0004979, Industrial, SIC Code 2821, Neville Chemicals Co., 2800 Neville Road, Pittsburgh, PA 15225-1496. Facility Name: Neville Chemicals Co. This existing facility is located in Neville Township, Allegheny 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), Ohio River (WWF), is located in State Water Plan watershed—and 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.037 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX XXX 110.0 XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Oil and Grease XXX XXX XXX 15.0 XXX 30.0 The proposed effluent limits for Outfall 005 are based on a design flow of 1.01 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) 1.01 2.02 XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX Oil and Grease XXX XXX XXX 15.0 30.0 XXX Ethylbenzene XXX XXX XXX Report Report XXX Benzene XXX XXX XXX 0.010 XXX 0.020 Naphthalene XXX XXX XXX Report Report XXX Toluene XXX XXX XXX Report Report XXX Xylenes, Total XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 101 are based on a design flow of 0.157 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumMinimum Average Quarterly Daily
MaximumIMAX Chromium, Total 0.519 1.294 XXX 0.396 0.988 XXX Copper, Total 0.678 1.580 XXX 0.517 1.206 XXX Cyanide, Total 0.196 0.561 XXX 0.150 0.428 XXX Lead, Total 0.150 0.322 XXX 0.114 0.246 XXX Nickel, Total 0.790 1.860 XXX 0.603 1.420 XXX Zinc, Total 0.491 1.220 XXX 0.375 0.931 XXX 2-Chlorophenol 0.014 0.046 XXX 0.011 0.035 XXX 2,4-Dichlorophenol 0.018 0.052 XXX 0.014 0.040 XXX 2,4-Dimethylphenol 0.008 0.017 XXX 0.006 0.013 XXX Fluorene 0.010 0.028 XXX 0.008 0.021 XXX 2,4-Dinitrophenol 0.033 0.057 XXX 0.025 0.044 XXX 2,4-Dinitrotoluene 0.053 0.133 XXX 0.040 0.102 XXX 2,6-Dinitrotoluene 0.119 0.300 XXX 0.091 0.229 XXX 4,6-dinitro-o-cresol 0.036 0.129 XXX 0.028 0.099 XXX 2-Nitrophenol 0.019 0.032 XXX 0.015 0.025 XXX 4-Nitrophenol 0.034 0.058 XXX 0.026 0.044 XXX Phenol 0.007 0.012 XXX 0.005 0.009 XXX Acenaphthene 0.010 0.028 XXX 0.008 0.021 XXX Acenaphthylene 0.010 0.028 XXX 0.008 0.021 XXX Acrylonitrile 0.045 0.113 XXX 0.034 0.086 XXX Anthracene 0.010 0.028 XXX 0.008 0.021 XXX Chlorobenzene 0.007 0.013 XXX 0.005 0.010 XXX 1,2-Dichlorobenzene 0.036 0.076 XXX 0.028 0.058 XXX 1,3-Dichlorobenzene 0.014 0.021 XXX 0.011 0.016 XXX 1,4-Dichlorobenzene 0.007 0.013 XXX 0.005 0.010 XXX 1,3-Dichloropropylene 0.014 0.021 XXX 0.010 0.016 XXX 1,2,4-Trichlorobenzene 0.032 0.065 XXX 0.024 0.050 XXX Ethylbenzene 0.015 0.050 XXX 0.011 0.038 XXX Hexachlorobenzene 0.007 0.013 XXX 0.005 0.010 XXX Nitrobenzene 0.013 0.032 XXX 0.010 0.024 XXX Benzene 0.017 0.064 XXX 0.013 0.048 XXX Benzo(a)Anthracene 0.010 0.028 XXX 0.008 0.021 XXX Benzo(a)Pyrene 0.011 0.029 XXX 0.008 0.022 XXX Benzo(k)Fluoranthene 0.010 0.028 XXX 0.008 0.021 XXX 3,4-Benzofluoranthene 0.011 0.029 XXX 0.008 0.022 XXX Carbon Tetrachloride 0.008 0.018 XXX 0.006 0.014 XXX Chloroethane 0.049 0.125 XXX 0.037 0.096 XXX 1,1,1-Trichloroethane 0.010 0.025 XXX 0.008 0.019 XXX 1,1,2-Trichloroethane 0.010 0.025 XXX 0.008 0.019 XXX 1,1-Dichloroethane 0.010 0.028 XXX 0.008 0.021 XXX 1,2-Dichloroethane 0.032 0.099 XXX 0.024 0.075 XXX 1,2-Dichloropropane 0.071 0.107 XXX 0.055 0.082 XXX Bis(2-Ethylhexyl)Phthalate 0.048 0.130 XXX 0.037 0.100 XXX Chloroform 0.010 0.021 XXX 0.008 0.016 XXX Chrysene 0.010 0.028 XXX 0.008 0.021 XXX Diethyl Phthalate 0.038 0.095 XXX 0.029 0.072 XXX Dimethyl Phthalate 0.009 0.022 XXX 0.007 0.017 XXX Di-n-Butyl Phthalate 0.013 0.027 XXX 0.010 0.020 XXX Fluoranthene 0.012 0.032 XXX 0.009 0.024 XXX Hexachlorobutadiene 0.009 0.023 XXX 0.007 0.018 XXX Hexachloroethane 0.010 0.025 XXX 0.008 0.019 XXX Methyl Chloride 0.040 0.089 XXX 0.031 0.068 XXX Methylene Chloride 0.019 0.042 XXX 0.014 0.032 XXX Naphthalene 0.010 0.028 XXX 0.008 0.021 XXX Phenanthrene 0.010 0.028 XXX 0.008 0.021 XXX Pyrene 0.012 0.031 XXX 0.009 0.024 XXX 1,1-Dichloroethylene 0.007 0.012 XXX 0.006 0.009 XXX trans-1,2-Dichloroethylene 0.010 0.025 XXX 0.008 0.019 XXX Tetrachloroethylene 0.010 0.026 XXX 0.008 0.020 XXX Toluene 0.012 0.037 XXX 0.009 0.028 XXX Trichloroethylene 0.010 0.025 XXX 0.008 0.019 XXX Vinyl Chloride 0.049 0.125 XXX 0.037 0.096 XXX The proposed effluent limits for Outfall 101 are based on a design flow of 0.157 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumInstant. Minimum Average Quarterly Daily
MaximumIMAX Flow (MGD) Report
Avg MoReport XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Biochemical Oxygen Demand (BOD5) XXX XXX XXX 26.0
Avg Mo69.0 XXX Total Suspended Solids XXX XXX XXX 42.0
Avg Mo135.0 XXX Fluoride, Total 1,273.00
Avg Mo1,651.00 XXX Report
Avg MoReport XXX Fluoroborates Report
Avg MoReport XXX Report
Avg MoReport XXX The proposed effluent limits for Outfall 201 are based on a design flow of 2.1 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Quarterly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX The proposed effluent limits for Outfall 201 are based on a design flow of 2.1 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Quarterly Daily
MaximumIMAX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Temperature (°F) XXX XXX XXX XXX 110 XXX Chlorobenzene XXX XXX XXX Report Report XXX Ethylbenzene XXX XXX XXX Report Report XXX Benzene XXX XXX XXX Report Report XXX Naphthalene XXX XXX XXX Report Report XXX Styrene XXX XXX XXX Report Report XXX Toluene XXX XXX XXX Report Report XXX Xylenes, Total XXX XXX XXX Report Report XXX Vinyl Chloride XXX XXX XXX Report Report XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is not in effect.
Southwest Regional Office
PA0254533, Storm Water, SIC Code 4151, Petermann Northeast LLC, 2601 Navistar Drive, Lisle, IL 60532-3661. Facility Name: Petermann Northeast West Greene Facility. This existing facility is located in Center Township, Greene County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial stormwater.
The receiving stream(s), South Fork Tenmile Creek (HQ-WWF), is located in State Water Plan watershed 19-B and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX 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 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Northeast Regional Office
Applicant: PPL Elec Utilities Corp.
Applicant Address: 827 Hausman Rd., Genn 4, Allentown, PA 18104-9392
Application Number: PA450002D
Application Type: New
Municipality/County: Chestnuthill Township. Eldred Township, Jackson Township, Polk Township, Allen Township, Lehigh Township, Moore Township, Monroe County and Northampton County
Project Site Name: Siegfried-Jackson 1&2 138KV Line Project
Total Earth Disturbance Area (acres): 62 acres
Surface Waters Receiving Stormwater Discharges: Buckwha Creek (CWF, MF UNT) to Appenzell Creek (CWF, MF UNT) to Chapple Creek (CWF, MF) Indian Creek (CWF, MF UNT) to Indian Creek (CWF, MF UNT) to Pohopoco Creek (CWF, MF) Princess Run (CWF, MF UNT) to Sugar Hollow Creek (CWF, MF) Sugar Hollow Creek (CWF, MF) Fall Creek (EV, MF UNT) to Fall Creek (EV, MF) Hypsy Creek (EV, MF) McMichael Creek (EV, MF) Pohopoco Creek (HQ-CWF, MF) Lehigh River (TSF, MF).
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Installation of Avian Guarding Equipment on Existing Powerline Structures.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: LTS Homes, LLC
Applicant Address: 815 Seven Bridge Road, East Stroudsburg, PA 18301
Application Number: PAD450183
Application Type: New
Municipality/County: Hamilton Township, Monroe County
Project Site Name: Rocky Lane Farm Subdivision Lots
Total Earth Disturbance Area (acres): 2.28 acres
Surface Waters Receiving Stormwater Discharges: UNT to McMichaels Creek HQ-CWF
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construction of homes in an existing subdivision.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southeast Regional Office
Applicant: Northwestern Chester County Municipal Authority
Applicant Address: 5277 Horseshoe Pike, P.O. Box 308, Honey Brook, PA 19344
Application Number: PAD150309
Application Type: New
Municipality/County: Honey Brook Township, Chester County
Project Site Name: NCCMA WWTP Nitrification Upgrade Project
Total Earth Disturbance Area (acres): 5.1 acres
Surface Waters Receiving Stormwater Discharges: East Branch Brandywine Creek (HQ-TSF), West Branch Brandywine Creek (HQ-TSF), Tributary 00370 to East Brandywine Creek (HQ-TSF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The WWTP Nitrification Upgrade Project (Project) proposes the replacement of the existing Lagoon surface aerators, the demolition of the existing Bio-Bloc System, and the installation of a new diffused Lagoon aeration system and aerated MBBR System for improved nitrification.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Southeast Regional Office
Applicant: City of Philadelphia—Parks and Recreation
Applicant Address: 1515 Arch Street, # 10, Philadelphia, PA 19102
Application Number: PAD510232
Application Type: New
Municipality/County: City of Philadelphia, Philadelphia County
Project Site Name: McVeigh Recreation Center
Total Earth Disturbance Area (acres): 5.43 acres
Surface Waters Receiving Stormwater Discharges: Delaware River (MF, WWF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Site improvements include the construction of a community recreation center, multi-use athletic fields, basketball courts, and walkways.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Northwest Regional Office
Applicant: Pennsylvania Power Company (A FirstEnergy Company)
Applicant Address: 730 South Avenue, Youngstown, OH 44502
Application Number: PAD200010
Application Type: New
Municipality/County: West Fallowfield Township, Crawford County
Project Site Name: Marysville-McDowell Pole Replacement Project
Total Earth Disturbance Area (acres): 3.87 acres
Surface Waters Receiving Stormwater Discharges: UNT Crooked Creek
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Temporary earth disturbance for access and replacement of existing utility poles.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.
Southeast Regional Office
Applicant: PTV 1236, LLC
Applicant Address: 400 Penn Center Blvd, Building 4, Suite 1000, Pittsburgh, PA 15235-5613
Application Number: PAD460080
Application Type: New
Municipality/County: Marlborough Township, Montgomery County
Project Site Name: Dollar General—Green Lane
Total Earth Disturbance Area (acres): 2.66 acres
Surface Waters Receiving Stormwater Discharges: Unami Creek (HQ-TSF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The site currently exists as an open field of grass below a wooded area and ephemeral stream located adjacent to SR 0063 (Main Street). A portion of the property will be developed into a Dollar General Retail Store inclusive of an entrance drive, parking lot, utilities, landscaping, lighting, and stormwater management controls necessary to support the development. The development area and on-site ephemeral stream ultimately drains to the Unami Creek which has a high-quality use designation. The proposed development will maintain a 150` riparian buffer to surface waters, and there are no existing or proposed stormwater discharges to the riparian buffer.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Southwest Regional Office
Applicant: Festival Fun Parks, LLC dba Kennywood
Applicant Address: 4800 Kennywood Boulevard, West Mifflin, PA 15122
Application Number: PAD020072
Application Type: Renewal
Municipality/County: City of Duquesne and West Mifflin Borough, Allegheny County
Project Site Name: Union Railroad Co. Monongahela Junction Yard
Total Earth Disturbance Area (acres): 4 acres
Surface Waters Receiving Stormwater Discharges: Monongahela River (WWF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: This is a renewal application for previously approved PAI050216002. No changes have been made to the previously approved plans. The project is located on the former Union Railroad Car Maintenance Shop property in West Mifflin Borough and the City of Duquesne. The site was the former repair and maintenance facility for the Union Railroad and is currently owned/utilized by Kennywood Park for storage. Future use of the site is proposed as the location of a new amusement attraction as well as continued storage.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.
Northeast Regional Office
Applicant: Michael R. Glovas
Applicant Address: 590 Browns Dr., Easton, PA 18042
Application Number: PAD480189
Application Type: New
Municipality/County: Williams Township, Northampton County
Project Site Name: Minor Subdivision of Lands of Michael R and Denise L Glovas
Total Earth Disturbance Area (acres): 5.28 acres
Surface Waters Receiving Stormwater Discharges: Unnamed Tributary to Delaware River, HQ-CWF-MF
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Residential subdivision proposing three (3) single family lots with on-lot Post Construction Stormwater Management facilities in Williams Township, Northampton County, PA.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southwest Regional Office
Applicant: Peoples Natural Gas Company
Applicant Address: 375 North Shore Drive, Suite 600, Pittsburgh, PA 15212
Application Number: PA630005D
Application Type: New
Municipality/County: Beallsville Borough and Deemston Borough, North Bethlehem Township, Somerset Township. West Bethlehem Township, West Pike Run Township, Washington County
Project Site Name: Goodwin Tombaugh System Conversion Phase 3 Areas 10—12
Total Earth Disturbance Area (acres): 30 acres
Surface Waters Receiving Stormwater Discharges: Center Branch Pigeon Creek (WWF), Plum Run (TSF), Daniels Run (TSF), & Pigeon Creek (WWF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The Project consists of the installation of 10 miles of new 2-inch, 3-inch, 4-inch and 6-inch plastic gas pipeline in Beallsville Borough, Deemston Borough, North Bethlehem Township, Somerset Township, West Bethlehem Township, and West Pike Run Township, Washington County, PA. PNG intends to complete a portion of the Project using Horizontal Directional Drilling (HDD) to reduce earth disturbance and limit environmental impacts. The remainder of the Project will be installed via trenching methods. Use of the existing pipeline will be abandoned. The pipeline will remain in place except for sections of exposed pipeline within streams and wetlands, which will be removed. Additionally, the abandoned pipeline will either be removed or capped at all stream and wetland crossings in accordance with PADEP requirements. In-lieu of grouting the abandoned line at resource crossings, PNG shall maintain liability of the abandoned line. If there are any environmental concerns or any issues identified due to the abandoned pipe, PNG will be responsible to correct the issue. The Project will be restored to pre-construction conditions and no new permanent impervious areas are proposed.
Special Conditions: Earth disturbance may not commence in Chapter 105 regulated areas until all Chapter 105 authorizations have been obtained.
You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.
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