NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[51 Pa.B. 7498]
[Saturday, December 4, 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. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).
Section III provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.
Applications and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.
Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.
DEP office contact information to review applications and NOIs in Sections I & II and to submit comments for those application and NOIs, when applicable, is as follows:
DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484.250.5910. Email: RA-EPNPDES_SERO@pa.gov.
DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570.826.5472. Email: RA-EPNPDES_NERO@pa.gov.
DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.
DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570.327.3693. Email: RA-EPNPDES_NCRO@pa.gov.
DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.
DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.
DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717.787.5017. Email: RA-EPNPDES_Permits@pa.gov.
DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if the Department determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania Hamilton Relay Service at (800) 654-5984.
I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office 0921829 Joint DEP/PFBC Pesticides Permit New Miller Ellen
1543 Sweet Briar Road
Ottsville, PA 18942Bedminster Township
Bucks CountySERO 2813826 Joint DEP/PFBC Pesticides Permit Renewal Kendig Roy
13387 Upper Strasburg Road
Upperstrasburg, PA 17265-9703Letterkenny Township
Franklin CountySCRO PA0033863 Minor Sewage Facility
< 0.05 MGD Individual NPDES PermitTransfer Schuster Robert J Jr
1921 E Main Street
Hegins, PA 17938-9143Hegins Township
Schuylkill CountyNERO 3693415 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Envigo Global Svcs Inc.
310 Swamp Bridge Road
Denver, PA 17517-8723West Cocalico Township
Lancaster CountySCRO 6021402 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit New Hartleton Borough
Municipal Authority
Union County
P.O. Box 31
Hartleton, PA 17829-0031Hartleton Borough
Union CountyNCRO PAG123574 PAG-12 NPDES General Permit for CAFOs Transfer Miller Scotty L
P.O. Box 512
Elizabethtown, PA 17022-0512Conoy Township
Lancaster CountySCRO PA0287962 Single Residence STP
Individual NPDES PermitTransfer Siegler Richard
455 Dutch Road
Fairview, PA 16415-1633Fairview Township
Erie CountyNWRO 0221403 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Boggs Josh
29 Deer Hollow Lane
Tarentum, PA 15084-2800West Deer Township
Allegheny CountySWRO 2519420 Single Residence Sewage Treatment Plant
Individual WQM PermitTransfer Siegler Richard
455 Dutch Road
Fairview, PA 16415-1633Fairview Township
Erie CountyNWRO 3321402 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Mast John C
41 Accident Alley
Reynoldsville, PA 15851-2963Warsaw Township
Jefferson CountyNWRO 6321408 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Barsis Rudolph
77 Hickory Road
Claysville, PA 15323-1162East Finley Township
Washington CountySWRO WQG02212103 WQG-02 WQM General Permit New Middlesex Township
Municipal Authority
Cumberland County
350 N Middlesex Road
Suite 2
Carlisle, PA 17013-8422Middlesex Township
Cumberland CountySCRO PAG123826 PAG-12 NPDES General Permit for CAFOs Renewal Weaver Garrett
1501 Eshelman Mill Road
Willow Street, PA 17584-9550West Lampeter Township
Lancaster CountySCRO PAG123749 PAG-12 NPDES General Permit for CAFOs Renewal Sweigart Kenton L
620 Greider Road
Mount Joy, PA 17552-8911East Donegal Township Lancaster County SCRO WQG02222102 WQG-02 WQM General Permit New Lower Swatara Township Municipal Authority
1499 Spring Garden Drive
Middletown, PA 17057-3271Lower Swatara Township
Dauphin CountySCRO
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
PA0020915, Sewage, SIC Code 4952, Pine Grove Joint Treatment Authority, 115 Mifflin Street, Pine Grove, PA 17963-1300. Facility Name: Pine Grove WWTP. This existing facility is located in Pine Grove Township, Schuylkill 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, Swatara Creek (CWF/MF), is located in State Water Plan watershed 7-D and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstant. Minimum Average 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 6.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 0.75 Carbonaceous Biochemical
Oxygen Demand (CBOD5)313 500 XXX 25.0 40.0 50.0 Raw Sewage Influent XXX XXX XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Total Suspended Solids 375 563 XXX 30.0 45.0 60.0 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX 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 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 363 XXX XXX 29.0 Report
Daily MaxXXX May 1 - Oct 31 120 180 XXX 9.6 14.4 19.2 (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 25 37.5 XXX 2.0 3.0 4.0 (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Phenolics, Total Report XXX XXX 0.046 Report
Daily Max0.072 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Dissolved Solids Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Copper, Total XXX XXX XXX Report
Avg QrtlyXXX XXX Zinc, Total XXX XXX XXX Report
Avg QrtlyXXX XXX Chloride Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX 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 002 are based on a design flow of 0 MGD (stormwater).
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 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Chesapeake Bay Nutrient Requirements
• POTW Pretreatment Program Development and Implementation
• Solids Management
• Whole Effluent Toxicity (WET)
• Requirements Applicable to Stormwater Outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is not in effect.
PA0043885, Sewage, SIC Code 4952, Greater Pottsville Area Sewer Authority, Schuylkill County, 401 N Centre Street, Pottsville, PA 17901-1745. Facility Name: Gr Pottsville Area Sewer Authority Main STP. This existing facility is located in Pottsville City, Schuylkill 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 (CWF, MF), Mill Creek (CWF, MF), Schuylkill River (CWF, MF), and Unnamed Tributary to West Branch Schuylkill River (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 8.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX 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 0.32 XXX 0.78 Carbonaceous Biochemical
Oxygen Demand (CBOD5)1368 2052 XXX 20.0 30.0 40 Raw Sewage Influent Report XXX XXX Report XXX XXX Total Suspended Solids 2052 3078 XXX 30.0 45.0 60 Raw Sewage Influent Report XXX XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ammonia-Nitrogen
Oct 1 - Apr 30 1231 XXX XXX 18.0 XXX 36 May 1 - Sep 30 410 XXX XXX 6.0 XXX 12 The proposed effluent limits for Outfall 001 are based on a design flow of 8.2 MGD.— Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Dissolved Solids XXX XXX XXX Report
Avg QrtlyXXX XXX Aluminum, Total XXX XXX XXX Report
Avg QrtlyXXX XXX Iron, Total XXX XXX XXX Report
Avg QrtlyXXX XXX Manganese, Total XXX XXX XXX Report
Avg QrtlyXXX XXX Toxicity, Chronic -
Ceriodaphnia Survival (TUc)XXX XXX XXX Report
YearlyXXX XXX Toxicity, Chronic -
Ceriodaphnia Reproduction (TUc)XXX XXX XXX Report
YearlyXXX XXX The proposed effluent limits for Outfall 002 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 pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX 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 Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 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 pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 005 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 pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 006 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 pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 007 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 pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 008 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 pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Combined Sewer Overflow Management
• POTW Pretreatment Program Implementation
• Whole Effluent Toxicity (Wet Testing)
• Requirements Applicable to Stormwater Outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is not in effect.
PA0062634, Sewage, SIC Code 4952, Luckenbill Carol, P.O. Box 280, Friedensburg, PA 17933-0280. Facility Name: Sammys Mobile Home Park (MHP) STP. This existing facility is located in North Manheim Township, Schuylkill County.
Description of Existing Activity: The application is for NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Mahonney Creek (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Ammonia-Nitrogen Report Report
Daily MaxXXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Ammonia-Nitrogen Jan 1 - Apr 30, Nov 1 - 30 Report Report
Daily MaxXXX 19.56 Report
Daily MaxXXX May 1 - Oct 31 Report Report
Daily MaxXXX 6.52 13.04
Daily Max13.04 The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average 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 Aluminum, Total Report
Annl AvgReport XXX Report
Annl AvgReport XXX Iron, Total Report
Annl AvgReport XXX Report
Annl AvgReport XXX Manganese, Total Report
Annl AvgReport XXX Report
Annl AvgReport XXX E Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 001 are based on a design flow of .007 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 3.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.30 XXX 1.00 Carbonaceous Biochemical
Oxygen Demand (CBOD5)Report Report XXX 25.0 50.0 50.0 Total Suspended Solids Report Report XXX 30.0 60.0 60.0 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 In addition, the permit contains the following major special conditions:
• Stormwater prohibition; Necessary property rights; Residuals management; Planning; Chlorine minimization; Dry stream; SBR discharges; Schedule of Compliance (Ammonia-N); Solids management
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0055328, Industrial, SIC Code 4953, New Morgan Landfill Company, Inc., P.O. Box 128, Morgantown, PA 19543-0128. Facility Name: Conestoga Landfill. This existing facility is located in New Morgan Borough, Berks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream(s), Conestoga River (WWF), is located in State Water Plan watershed 7-J 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 .075 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumInstant.
MaximumTotal Phosphorus
(Total Load, lbs) (lbs)XXX 64.0
Total
AnnualXXX XXX XXX XXX 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 Daily
MaximumMinimum Average Monthly Daily
MaximumInstant.
MaximumFlow (MGD) Report Report 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 0.5 XXX 1.6 Carbonaceous Biochemical
Oxygen Demand (CBOD5)13.1 26.3 XXX 21 42 53 Total Suspended Solids 16.9 55.0 XXX 27 88 110 Total Dissolved Solids Report XXX XXX Report XXX XXX Oil and Grease XXX XXX XXX 15 XXX 30 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen 3.1 6.3 XXX 4.9 10 12.5 (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Antimony, Total 0.02 0.032 XXX 0.033 0.051 0.081 Arsenic, Total 0.036 0.57 XXX 0.058 0.091 0.146 Boron, Total 5.83 9.1 XXX 9.32 14.5 23.3 Chromium, Hexavalent Report Report XXX Report Report XXX Copper, Total 0.078 0.14 XXX 0.12 0.23 0.31 Iron, Dissolved 1.09 1.85 XXX 1.75 2.95 4.37 Iron, Total Report Report XXX Report Report XXX Selenium, Total 0.018 0.028 XXX 0.029 0.045 0.073 Sulfate, Total Report XXX XXX Report XXX XXX Zinc, Total Report Report XXX 0.11 0.20 0.28 Phenol Report Report XXX 0.015 0.026 0.038 a-Terpineol Report Report XXX 0.016 0.033 0.041 Benzoic Acid Report Report XXX 0.071 0.12 0.18 Chloride Report XXX XXX Report XXX XXX Bromide Report XXX XXX Report XXX XXX p-Cresol Report Report XXX 0.014 0.025 0.035 The proposed effluent limits for Outfall 002 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
MaximumInstant.
MaximumpH (S.U.) XXX XXX XXX XXX Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Total Dissolved Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Barium, Total XXX XXX XXX XXX Report XXX Cyanide, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Magnesium, Dissolved XXX XXX XXX XXX Report XXX Magnesium, Total XXX XXX XXX XXX Report XXX Total Organic Carbon XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 005 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
MaximumInstant.
MaximumpH (S.U.) XXX XXX XXX XXX Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Total Dissolved Solids XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Barium, Total XXX XXX XXX XXX Report XXX Chromium, Total XXX XXX XXX XXX Report XXX Cyanide, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Magnesium, Dissolved XXX XXX XXX XXX Report XXX Magnesium, Total XXX XXX XXX XXX Report XXX Total Organic Carbon XXX XXX XXX XXX Report XXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumTotal Nitrogen
(Total Load, lbs) (lbs)
Effluent NetXXX 12,500
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-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 Effluent Net XXX 64.0
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.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0085529, Industrial, SIC Code 4941, Altoona Water Authority, 900 Chestnut Avenue, Altoona, PA 16601-4617. Facility Name: Altoona City Water System. This existing facility is located in Logan Township, Blair 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), Mill Run (HQ-CWF), is located in State Water Plan watershed 11-A 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 .12 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 The proposed effluent limits for Outfall 101 are based on a design flow of <0.12 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30 60 75 Aluminum, Total 2.1 4.2
Daily MaxXXX 2.1 4.2 5.2 Iron, Total Report Report
Daily MaxXXX 2.0 4.0 5 Manganese, Total Report Report
Daily MaxXXX 1.0 2.0 2.5 The proposed effluent limits for Outfall 101 are based on a design flow of <0.12 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Nitrate-Nitrite as N XXX XXX XXX Report
Semi AvgXXX XXX Total Nitrogen XXX XXX XXX Report
Semi AvgXXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Semi AvGXXX XXX Total Phosphorus XXX XXX XXX Report
Semi AvgXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waver is in effect.
PA0026735, Sewage, SIC Code 4952, Swatara Township Authority, Dauphin County, P.O. Box 4920, Harrisburg, PA 17111-0920. Facility Name: Swatara Township STP. This existing facility is located in Swatara Township, Dauphin County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Swatara Creek (WWF, MF) is located in State Water Plan watershed 7-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 6.3 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 CBOD5
Nov 1 - Apr 30 1,313 2,101 XXX 25 40 50 May 1 - Oct 31 998 1,576 XXX 19 30 38 BOD5
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 1,576 2,364 XXX 30 45 60 Fecal Coliform (No./100 ml) Oct 1 - Apr 30 XXX 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 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX (Total Load, lbs) Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) Report
Total MoXXX XXX XXX XXX XXX (Total Load, lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 900 XXX XXX 18 XXX 36 May 1 - Oct 31 338 XXX XXX 6 XXX 12 Ammonia-Nitrogen
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 105 XXX XXX 2.0 XXX 4 Total Phosphorus
(Total Load, lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX Total Phosphorus
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Zinc, Total Report Report
Daily MaxXXX Report Report
Daily MaxXXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumTotal Nitrogen
(Total Load, lbs)
Effluent NetXXX 118,339
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-Nitrogen
(Total Load, lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs)
Effluent NetXXX 15,866
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs)XXX Report
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:
• The permittee is authorized to use 300 lbs/year as Total Nitrogen (TN) offsets toward compliance with the Annual Net TN mass load limitations (Cap Loads)
• Stormwater Prohibition, Approval Contingencies, Solids Management, Restriction on receipt of hauled in waste under certain conditions, WET testing requirements, Stormwater conditions, and Pretreatment program implementation
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0028088, Sewage, SIC Code 4952, Brown Township Municipal Authority, 7748 State Route 655, Reedsville, PA 17084-9148. Facility Name: Brown Township STP. This existing facility is located in Brown Township, Mifflin 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), Kishacoquillas Creek (TSF), is located in State Water Plan watershed 12-A 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 .6 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
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 .6 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant.
MaximumFlow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical
Oxygen Demand (CBOD5)125 185 XXX 25 40 50 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report Report
Daily MaxXXX Total Suspended Solids 150 225 XXX 30 45 60 Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report Report
Daily MaxXXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 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 XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 Report XXX XXX Report XXX XXX May 1 - Oct 31 70.0 XXX XXX 14.0 XXX XXX Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX (Total Load, lbs) (lbs) Report
Total MoXXX XXX XXX XXX XXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumTotal Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Effluent Net XXX 10,959
Total
AnnualXXX XXX XXX XXX Ammonia-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 Effluent Net XXX 1,461
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.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0080039 A-1, Sewage, SIC Code 4952, Carroll Valley Sewer & Water Authority, 5685 Fairfield Road, Fairfield, PA 17320-9611. Facility Name: Carroll Valley STP. This existing facility is located in Carroll Valley Borough, Adams County.
Description of Existing Activity: The application is for NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Unnamed Tributary to Toms Creek (CWF), is located in State Water Plan watershed 13-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 0.14 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Weekly
AverageIMAX 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 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical
Oxygen Demand (CBOD5)29.0 46.0
Wkly AvgXXX 25.0 40.0 50.0 Total Suspended Solids 35.0 52.0
Wkly AvgXXX 30.0 45.0 60.0 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)
May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 Ammonia-Nitrogen
May 1 - Oct 31 9.9 XXX XXX 8.5 XXX 17.0 Nov 1 - Apr 30 29.7 XXX XXX 25.5 XXX 51.0 Nitrate-Nitrite as N XXX Report
Total
AnnualXXX Report
Annl AvgXXX XXX Total Nitrogen XXX Report
Total
AnnualXXX Report
Annl AvgXXX XXX Total Kjeldahl Nitrogen XXX Report
Total
AnnualXXX Report
Annl AvgXXX XXX Total Phosphorus XXX Report
Total
AnnualXXX Report
Annl AvgXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.25 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical
Oxygen Demand (CBOD5)52.0 83.0
Wkly AvgXXX 25.0 40.0 50.0 Total Suspended Solids 63.0 94.0
Wkly AvgXXX 30.0 45.0 60 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)
May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 Ultraviolet light intensity
(mW/cm2)XXX XXX Report XXX XXX XXX Ammonia-Nitrogen
May 1 - Oct 31 17.5 XXX XXX 8.4 XXX 16.8 Nov 1 - Apr 30 52.5 XXX XXX 25.0 XXX 50.0 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan for Outfall 001 are based on a design flow of 0.25 MGD.—Final Limits.
Mass Units (lbs) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant.
MaximumAmmonia--N Report Report XXX Report XXX XXX Kjeldahl--N Report XXX XXX Report XXX XXX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report Report XXX Report XXX XXX Total Phosphorus Report Report XXX Report XXX XXX Net Total Nitrogen Report 7,306 XXX XXX XXX XXX Net Total Phosphorus Report 974 XXX XXX XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0085502, Sewage, SIC Code 6515, Deann MHP LLC, 1015 Dundee Road, Dundee, FL 33838-3101. Facility Name: Deann MHP. This existing facility is located in East Hanover Township, Dauphin County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Manada Creek (CWF), is located in State Water Plan watershed 7-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 .012 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.06 XXX 0.18 CBOD5
Nov 1 - Apr 30 XXX XXX XXX 20 XXX 40 May 1 - Oct 31 XXX XXX XXX 10 XXX 20 Total Suspended Solids XXX XXX XXX 10 XXX 20 Fecal Coliform (No./100 ml) Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30 XXX XXX XXX 6.0 XXX 12 May 1 - Oct 31 XXX XXX XXX 2.0 XXX 4 Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily MaxXXX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• Stormwater Prohibition, Approval Contingencies, Management of Collected Screenings, Slurries, Sludges and Other Solids, Dry Stream Discharge Condition and Chlorine Minimization
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0247707, Sewage, SIC Code 6514, William Bratton, 275 Guyer Corner Road, New Enterprise, PA 16664-8234. Facility Name: Bratton Residence. This existing facility is located in South Woodbury Township, Bedford County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to Beaver Creek (HQ-CWF, MF), is located in State Water Plan watershed 11-D and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000 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 Total Residual Chlorine (TRC) XXX XXX 0.3
Inst MinXXX XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0267589, Sewage, SIC Code 4952, Paula & Terry Harvey, 166 Hickory Road, Dillsburg, PA 17019-9740. Facility Name: Harvey Residence. This proposed facility is located in Franklin Township, York 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 North Branch Bermudian Creek (WWF, MF), is located in State Water Plan watershed and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum 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 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Southeast Regional Office
PAI130055, MS4, East Nottingham Township, Chester County, 158 Election Road, Oxford, PA 19363.
The application is for a new individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in East Nottingham Township, Chester County. The receiving stream(s), Blackburn Run (TSF, MF), Unnamed Tributary of Tweed Creek (TSF, MF), Unnamed Tributary to Tweed Creek (TSF, MF), Unnamed Tributary to McDonald Run (HQ-TSF, MF), Little Elk Creek (HQ-TSF, MF), Big Elk Creek (HQ-TSF, MF), McDonald Run (HQ-TSF, MF), East Branch Big Elk Creek (HQ-TSF, MF), Unnamed Tributary to Blackburn Run (TSF, MF), Unnamed Tributary to Little Elk Creek (HQ-TSF, MF), Unnamed Tributary to East Branch Big Elk Creek (HQ-TSF, MF), Unnamed Tributary to West Branch Big Elk Creek (HQ-TSF, MF), and West Branch Big Elk Creek (HQ-TSF, MF), is located in State Water Plan watershed 7-K and is classified for Migratory Fishes, 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.
PA0029441, Sewage, SIC Code 4952, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976-1209. Facility Name: Upper Dublin WWTP. This existing facility is located in Upper Dublin 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), Pine Run (TSF, MF), is located in State Water Plan watershed 3-F and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.35 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Quarterly Daily
MaximumIMAX Cyanide, Free XXX XXX XXX Report Report XXX Iron, Total XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 1.35 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Quarterly Daily
MaximumIMAX Cyanide, Free XXX XXX XXX 0.0054 0.0084 0.013 Iron, Total XXX XXX XXX 2.0 3.1 5 The proposed effluent limits for Outfall 001 are based on a design flow of 1.35 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Dissolved Solids XXX XXX XXX 1,000.0
Daily MaxXXX XXX Mercury, Total XXX XXX XXX Report
Daily MaxXXX XXX Zinc, Total XXX XXX XXX Report
Daily MaxXXX XXX Dichlorobromomethane XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Ceriodaphnia Survival (TUc)XXX XXX XXX 1.3
Daily MaxXXX XXX Toxicity, Chronic -
Ceriodaphnia Reproduction (TUc)XXX XXX XXX 1.3
Daily MaxXXX XXX Toxicity, Chronic -
Pimephales Survival (TUc)XXX XXX XXX 1.3
Daily MaxXXX XXX Toxicity, Chronic -
Pimephales Growth (TUc)XXX XXX XXX 1.3
Daily MaxXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 1.35 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 7.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.09 XXX 0.3 Carbonaceous Biochemical
Oxygen Demand (CBOD5)
Nov 1 - Apr 30 229 339 XXX 25 37 50 May 1 - Oct 31 117 174 XXX 13 19 XXX Raw Sewage Influent XXX XXX XXX Report XXX XXX Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Total Suspended Solids 275 412 XXX 30 45 60 Fecal Coliform (No./100 ml) Oct 1 - Apr 30 XXX XXX XXX 200
Geo MeanXXX 1,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 60 XXX XXX 6.6 XXX 13.2 May 1 - Oct 31 20 XXX XXX 2.2 XXX 4.4 Total Phosphorus 18 XXX XXX 2.0 XXX 4 Orthophosphate
Apr 1 - Jul 31 13 XXX XXX 1.4 XXX 2.8 Copper, Total XXX XXX XXX 0.056 0.087
Daily Max0.13 The proposed effluent limits for Outfall 002 are based on a stormwater.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageDaily
MaximumIMAX pH (S.U.) XXX XXX XXX Report Report XXX Carbonaceous Biochemical
Oxygen Demand (CBOD5)XXX XXX XXX Report Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX Report Report XXX Total Suspended Solids XXX XXX XXX Report Report XXX Oil and Grease XXX XXX XXX Report Report XXX Fecal Coliform (No./100 ml) XXX XXX XXX Report Report XXX Total Kjeldahl Nitrogen XXX XXX XXX Report Report XXX Total Phosphorus XXX XXX XXX Report Report XXX Iron, Dissolved XXX XXX XXX Report Report XXX In addition, the permit contains the following major special conditions:
I. Other Requirements
A. No Stormwater
B. Property Rights
C. Sludge Disposal
D. TRC Minimization
E. Responsible Operator
F. O&M Plan
G. Average Weekly Definition
H. Small Stream Discharge
I. DRBC Fecal Coliform
J. TQL Values
II. POTW Pretreatment Program Implementation
III. Site-Specific Criteria Study (SSCS)
IV. Requirements Applicable to Stormwater Outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is not in effect.
PA0244074, Sewage, SIC Code 6552, Aqua PA Wastewater Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Stony Creek Farms WWTF. This existing facility is located in Worcester 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), Stony Creek (TSF, MF), is located in State Water Plan watershed 3-F and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.045 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0
Inst MinXXX XXX XXX Carbonaceous Biochemical
Oxygen Demand (CBOD5)3.75 XXX XXX 10 XXX 20 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Total Suspended Solids 3.75 XXX XXX 10 XXX 20 Raw Sewage Influent XXX XXX XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 50
Geo MeanXXX 1,000 May 1 - Sep 30 XXX XXX XXX 50
Geo MeanXXX 1,000 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 1.13 XXX XXX 3.0 XXX 6 May 1 - Oct 31 0.56 XXX XXX 1.5 XXX 3 Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Phosphorus 0.19 XXX XXX 0.5 XXX 1 The proposed effluent limits for Outfall 001 are based on a design flow of 0.045 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Daily
MinimumAverage Monthly Maximum IMAX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• No stormwater into sewage
• Proper disposal of solids, sludges, slurries, and screenings
• Notification of the designation of the responsible operator
• UV disinfection system operating requirements
• Operation and Maintenance (O & M) Plan
• Fecal coliform 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 in effect.
PA0244147, Sewage, SIC Code 4952, Wrightstown Township, Bucks County, 2203 Second Street Pike, Wrightstown, PA 18940. Facility Name: Chapman Corners WWTP. This existing facility is located in Wrightstown Township, Bucks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Unnamed Tributary of Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .01545 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0
Inst MinXXX XXX XXX Carbonaceous Biochemical
Oxygen Demand (CBOD5)0.67 0.94 XXX 5.0 7.0 10 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport XXX XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Total Suspended Solids 0.67 0.94 XXX 5.0 7.0 10 Fecal Coliform (No./100 ml) XXX XXX XXX 50
Geo MeanXXX 1,000 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N 1.3 XXX XXX 10.0 XXX 20 Total Nitrogen Report XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 0.26 XXX XXX 2.0 XXX 4 May 1 - Oct 31 0.13 XXX XXX 1.0 XXX 2 Total Phosphorus 0.01 XXX XXX 0.1 XXX 0.2 In addition, the permit contains the following major special conditions:
A. No Stormwater
B. Property Rights
C. Sludge Disposal
D. Act 537 Abandon use
E. Small Stream Discharge
F. Operator Notification
G. O&M Plan
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.
Northcentral Regional Office
PA0114740, Industrial, SIC Code 4941, Aqua Pennsylvania, Inc., 204 E Sunbury Street, Shamokin, PA 17872-4826. Facility Name: Roaring Creek Water Treatment Plant. This existing facility is located in Coal Township, Northumberland 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), South Branch Roaring Creek, is located in State Water Plan watershed 5-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.131 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 0.05 Total Suspended Solids XXX XXX XXX 30.0 60.0 75 Aluminum, Total XXX XXX XXX 1.8 2.81 4.5 Iron, Total XXX XXX XXX 2.0 4.0 5 Manganese, Total XXX XXX XXX 1.0 2.0 2.5 The proposed effluent limits for Outfall 002 are based on a design flow of 0.131 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 0.05 Total Suspended Solids XXX XXX XXX 30 60 75 Aluminum, Total XXX XXX XXX 1.80 2.81 4.5 Iron, Total XXX XXX XXX 2.0 4.0 5 Manganese, Total XXX XXX XXX 1.0 2.0 2.5 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.
Southwest Regional Office
PA0281794, Concentrated Animal Feeding Operation (CAFO), Dividing Ridge Farm, 207 Dividing Ridge Road, Fairhope, PA 15538-2040.
Dividing Ridge Farm has submitted an application for an Individual NPDES permit for a new CAFO known as Dividing Ridge Farm, located in Allegheny Township, Somerset County.
The CAFO is situated near Hillegas Run (HQ-CWF, MF) in Watershed 13-A, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO will be designed to maintain an animal population of approximately 1,546.6 animal equivalent units (AEUs) consisting of 700 Holstein Lactating Cows, 92 Holstein Dry Cows, 490 Heifers 4—24 mo., and 80 Calves 0—4 mo. Liquid manure generated on the operation will be stored in HDPE Lined Lagoon Cell 1, HDPE Lined Lagoon Cell 2, and the Circular Slurry Store. 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 25-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 412-442-4000.
The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
PA0024252, Storm Water, SIC Code 4226, 5171, Sunoco Partners Marketing & Terminals, LP, 5733 Butler Street, Pittsburgh, PA 15201-2115. Facility Name: Delmont Terminal. This existing facility is located in Salem Township, Westmoreland County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of industrial stormwater.
The receiving stream(s), Thorn Run (HQ-CWF) and Unnamed Tributary of Beaver Run (HQ-CWF), are located in State Water Plan watershed 18-B and are 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:—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Instantaneous
MinimumAverage Monthly Daily
MaximumIMAX Flow (MGD) XXX Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX 15.0 30.0 XXX Aluminum, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are:—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX 15.0 30.0 XXX Aluminum, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are:—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX 15.0 30.0 XXX Aluminum, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 201 are:—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX Duration of Discharge (hours) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX Report XXX Total Residual Chlorine (TRC) XXX XXX Report XXX 0.02 XXX Total Suspended Solids XXX XXX XXX XXX 30.0 XXX Oil and Grease XXX XXX XXX XXX 5.0 XXX Iron, Total XXX XXX XXX XXX 3.0 XXX Benzene XXX XXX XXX XXX 0.0025 XXX BTEX, Total XXX XXX XXX XXX 0.25 XXX The proposed effluent limits for Outfall 301 are:—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX Duration of Discharge (hours) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX Report XXX Total Residual Chlorine (TRC) XXX XXX Report XXX 0.02 XXX Total Suspended Solids XXX XXX XXX XXX 30.0 XXX Oil and Grease XXX XXX XXX XXX 5.0 XXX Iron, Total XXX XXX XXX XXX 3.0 XXX Benzene XXX XXX XXX XXX 0.0025 XXX BTEX, Total XXX XXX XXX XXX 0.25 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.
PA0253880, Storm Water, SIC Code 3532, Swanson Industries, Inc., dba Morgantown Technical Services, 303 Meadow Ridge Road, Mount Morris, PA 15349-9345. Facility Name: Morgantown Technical Services. This proposed facility is located in Perry Township, Greene County.
Description of Proposed Activity: The application is for renewal of an NPDES permit for discharges of treated industrial stormwater.
The receiving stream, Dunkard Creek (WWF), is located in State Water Plan watershed 19-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.
The proposed effluent limits for Outfalls 001—003 are for variable stormwater discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Quarterly Daily
MaximumInstant. Minimum Average Quarterly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX 35.0 70.0 90.0 Aluminum, Total XXX XXX XXX 5.0 10.0 12.5 Iron, Total XXX XXX XXX 3.0 6.0 7.0 Manganese, Total XXX XXX XXX 2.0 4.0 5.0 In addition, the permit contains the following major special conditions: requirements for stormwater management and benchmark monitoring.
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.
PA0001627—A2, Industrial, SIC Code 4911, GenOn Power Midwest, LP, P.O. Box 65, Cheswick, PA 15024-0065. Facility Name: GenOn Power Midwest LP, Former Cheswick Generating Station. This existing facility is located in Springdale Borough, Allegheny County.
Description of Existing Activity: The application is for an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream(s), Little Deer Creek (TSF), Allegheny River (WWF), and Tawney Run (WWF), is located in State Water Plan watershed 18-A and is classified for 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 003 are based on a design flow of 376 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX XXX XXX 0.2 Temperature (°F) XXX XXX XXX Report Report XXX Industrial Influent XXX XXX XXX Report Report XXX Heat Rejection Rate (MBTUs/hr) Report 2,960 XXX XXX XXX XXX Total Dissolved Solids Report Report XXX Report Report XXX Nitrate-Nitrite as N Report Report XXX Report Report XXX Arsenic, Total Report Report XXX Report Report XXX Boron, Total 780.6 1,217.8 XXX 520.0 811.0 1300 Lead, Total XXX XXX XXX Report Report XXX Mercury, Total Report Report XXX Report Report XXX Selenium, Total Report Report XXX Report Report XXX Silver, Total XXX XXX XXX Report Report XXX Sulfate, Total Report Report XXX Report Report XXX Chloride Report Report XXX Report Report XXX Bromide Report Report XXX Report Report XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0.85 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX The proposed effluent limits for Outfall 103 are based on a design flow of 0.4 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Oil and Grease XXX XXX XXX 15.0
Avg Qrtly20.0 XXX The proposed effluent limits for Outfall 103 are based on a design flow of 0.4 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX The proposed effluent limits for Outfall 203 are based on a design flow of 1.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX The proposed effluent limits for Outfall 203 are based on a design flow of 1.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Oil and Grease XXX XXX XXX 15.0
Avg Qrtly20.0 XXX The proposed effluent limits for Outfall 303 are based on a design flow of 1.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Oil and Grease XXX XXX XXX 15.0
Avg Qrtly20.0 XXX The proposed effluent limits for Outfall 303 are based on a design flow of 1.2 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX The proposed effluent limits for Outfall 403 are based on a design flow of 1.23 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX XXX 50.0 The proposed effluent limits for Outfall 503 are based on a design flow of 0.18 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 10.0 20.0 25 Total Dissolved Solids Report Report XXX Report Report XXX Oil and Grease XXX XXX XXX 15.0 20.0 XXX Nitrate-Nitrite as N Report Report XXX Report Report XXX Aluminum, Total XXX XXX XXX Report Report XXX Arsenic, Total Report Report XXX Report Report XXX Beryllium, Total XXX XXX XXX 0.8 1.6 2 Boron, Total Report Report XXX Report Report XXX Cadmium, Total XXX XXX XXX Report Report XXX Chromium III, Total XXX XXX XXX Report Report XXX Copper, Total XXX XXX XXX 0.1 0.2 0.25 Iron, Dissolved XXX XXX XXX Report Report XXX Iron, Total XXX XXX XXX Report Report XXX Lead, Total XXX XXX XXX 0.1 0.2 0.25 Manganese, Total XXX XXX XXX Report Report XXX Mercury, Total Report Report XXX 0.004 0.008 0.01 Nickel, Total XXX XXX XXX Report Report XXX Selenium, Total Report Report XXX Report Report XXX Selenium, Dissolved XXX XXX XXX Report Report XXX Silver, Total XXX XXX XXX 0.1 0.2 0.25 Sulfate, Total Report Report XXX Report Report XXX Zinc, Total XXX XXX XXX Report Report XXX Chloride Report Report XXX Report Report XXX Bromide Report Report XXX Report Report XXX The proposed effluent limits for Outfall 603 are based on a design flow of 3.22 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX The proposed effluent limits for Outfall 603 are based on a design flow of 3.22 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Oil and Grease XXX XXX XXX 15.0
Avg Qrtly20.0 XXX The proposed effluent limits for Outfall 803 are based on a design flow of 5.35 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 In addition, the permit contains the following major special conditions:
• Chemical Additives
• Toxics Reduction Evaluation (TRE)
• 316(a) Thermal Variance
• Cooling Water Intake Structures
The discharge at Internal Monitoring Points 203 and 303 will be subject to the effluent limitation guidelines (ELGs) for Best Available Technology (BAT) at 40 CFR 423.13(k)(1)(i) starting December 31, 2023 for bottom ash transport water. In the event the U.S. Environmental Protection Agency (EPA) publishes notice of the rescission, revocation, or modification of Effluent Limitation Guidelines (ELGs) at 40 CFR 423.13(k) prior to December 31, 2023, the permittee may submit to the Department an application for a major amendment to this permit to revise the effluent limitations and/or schedule of compliance.
The discharge at Internal Monitoring Point 503 will be subject to the ELGs for Best Available Technology (BAT) at 40 CFR 423.13(g)(1)(i) starting December 31, 2023 for flue gas desulfurization (FGD) wastewater. In the event EPA publishes notice of the modification of the ELGs at 40 CFR 423.13(g) prior to December 31, 2023, the permittee may submit to DEP an application for major amendment to this permit to revise the effluent limitations and/or schedule of compliance.
The discharge at Outfall 003 is subject to thermal effluent limits based on criteria for Warm Water Fisheries outlined in 25 Pa. Code § 93.7. The permittee has submitted a request under section 316(a) of the Clean Water Act (CWA) for less stringent effluent limits. The thermal effluent limits imposed on the discharge at Outfall 003 will be a Heat Rejection Rate of 2960 MBTUs/hr.
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.
PA0038164, Sewage, SIC Code 4952, Confluence Borough Municipal Authority, P.O. Box 6, Confluence, PA 15424-0006. Facility Name: Confluence Borough STP. This existing facility is located in Confluence Borough, Somerset 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), Youghiogheny River (HQ-CWF), is located in State Water Plan watershed 19-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.137 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Nitrogen XXX XXX XXX Report
Daily MaxXXX XXX Total Phosphorus XXX XXX XXX Report
Daily MaxXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.137 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) 0.137 Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX 9.0
Daily MaxXXX Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical
Oxygen Demand (CBOD5)28.5 42.8 XXX 25 38 50 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report Report
Daily MaxXXX Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report Report
Daily MaxXXX Total Suspended Solids 34.3 51.4 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX 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 Report
Avg QrtlyReport
Daily MaxXXX Ammonia-Nitrogen XXX XXX XXX Report Report XXX In addition, the permit contains the following major special conditions:
• Optimization of chlorine dosage
• Notification of designation of responsible operator
• Hauled-in waste restriction
• Solids management for non-lagoon system
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
PA0217042, Sewage, SIC Code 4952, PA Game Commission, 4820 Route 711, Bolivar, PA 15923-2420. Facility Name: PA Game Commission STP. This existing facility is located in Fairfield Township, Westmoreland County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Unnamed Tributary of Hendricks Creek (TSF), is located in State Water Plan watershed 18-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.002 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) 0.002 XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Dissolved Oxygen XXX XXX 3.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical
Oxygen Demand (CBOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (CFU/100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30 XXX XXX XXX 24.0 XXX 48.0 May 1 - Oct 31 XXX XXX XXX 8.0 XXX 16.0 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX Report
Daily MaxXXX XXX Total Phosphorus XXX XXX XXX Report
Daily MaxXXX 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.
PA0254720, Storm Water, SIC Code 3273, Marcon Bldg Supply, Inc., P.O. Box 37, Markleysburg, PA 15459-0037. Facility Name: Marcon Bldg Supply Hopwood Plant. This existing facility is located in North Union Township, Fayette 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), Unnamed Tributary to Redstone Creek (WWF), is located in State Water Plan watershed 19-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 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Suspended Solids XXX XXX XXX 30 60 XXX Oil and Grease XXX XXX XXX Report Report XXX Aluminum, Total XXX XXX XXX 0.75 0.75 XXX Cadmium, Total (ug/L) XXX XXX XXX Report Report XXX Chromium, Hexavalent (ug/L) XXX XXX XXX Report Report XXX Iron, Total XXX XXX XXX 1.5 3.0 XXX Manganese, Total XXX XXX XXX 1.0 2.0 XXX In addition, the permit contains the following major special conditions:
• Best Management Practices for Ready-Mix Concrete sites.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Application Number Application Type Applicant Name & Address Municipality, County Office PAD230012 A-14 Amendment City of Philadelphia
Division of Aviation (DOA)
Terminal D-E
Philadelphia International Airport
Third Floor
Philadelphia, PA 19153Tinicum Township
Delaware CountySERO PAD510212 New Penrose Property Investor
Ryan Smith
6800 Bishop Road
Plano, TX 75024City of Philadelphia
Philadelphia CountySERO PAD460069 A-1 Amendment Pennsylvania Turnpike Commission
Gary Graham
700 S. Eisenhower Blvd.
Middletown, PA 17057Lower Salford Township
Franconia Township
Salford Township
Montgomery CountySERO PAD090080 New Heritage Senior Living, LLC
765 Skippack Pike
Suite 300
Blue Bell, PA 19422-1743Solebury Township
Bucks CountySERO PAD510213 Amend Philadelphia Water Department
1101 Market Street
Philadelphia, PA 19107City of Philadelphia
Philadelphia CountySERO PAD360078 New KGH Development
120 North Pointe Boulevard
Lancaster, PA 17601Mount Joy Township
Lancaster CountySCRO PAD010012 New Pine Cone Properties, LLC
1601 Lindsay Lot Road
Shippensburg, PA 17257Menallen Township
Adams CountySCRO PAD620004 New Columbia Gas of
Pennsylvania Inc.
4000 Energy Drive
Bridgeville, PA 15017Sheffield Township
Warren CountyNWRO
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