NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[52 Pa.B. 3443]
[Saturday, June 18, 2022]
THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN WATER ACT This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).
Section Category I Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received II Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs III Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity Section I identifies the following applications and NOIs that have been received by DEP:
• Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.
• General 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 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, 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 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 0913933 Joint DEP/PFBC Pesticides Permit Amendment Dutchess Farm
Estates Association
975 Easton Road
Suite 102
Warrington, PA 18976-1858Upper Makefield Township
Bucks CountySERO 0915820 Joint DEP/PFBC Pesticides Permit Renewal Ditnes Russell
2603 Heron Pointe
Jamison, PA 18929Buckingham Township
Bucks CountySERO 0922806 Joint DEP/PFBC Pesticides Permit New Doman Bruce
298 Rock Ridge Road
Upper Black Eddy, PA 18972-9636Nockamixon Township
Bucks CountySERO 0922807 Joint DEP/PFBC Pesticides Permit New Hearthstone at
West Bristol Condo Assoc
400 Campus Drive
Suite 101
Collegeville, PA 19426Bristol Township
Bucks CountySERO 0922808 Joint DEP/PFBC Pesticides Permit New Carter Handcrafted Furniture
7541 Easton Road
Ottsville, PA 18942-9721Tinicum Township
Bucks CountySERO 1022802 Joint DEP/PFBC Pesticides Permit New Erin Conley
457 Three Degree Road
Renfrew, PA 16053-1223Penn Township
Butler CountyNWRO 1513849 Joint DEP/PFBC Pesticides Permit Renewal Lockwood Chase
Community Association
P.O. Box 1359
Malvern, PA 19355-0699East Goshen Township
Chester CountySERO 1522808 Joint DEP/PFBC Pesticides Permit New Lindquist Chris
545 Ground Hog College Road
West Chester, PA 19382-1749West Bradford Township
Chester CountySERO 1522809 Joint DEP/PFBC Pesticides Permit New Lorine Tony
3056 Conestoga Road
Glenmoore, PA 19343-9514West Vincent Township
Chester CountySERO 2322805 Joint DEP/PFBC Pesticides Permit New Clinger William H III
P.O. Box 158
Concordville, PA 19331-0158Thornbury Township
Delaware CountySERO 2522802 Joint DEP/PFBC Pesticides Permit New Eric Schuster
10247 Sharp Road
Waterford, PA 16441-3953Waterford Township
Erie CountyNWRO 2522803 Joint DEP/PFBC Pesticides Permit New Paul Lorei
1429 S Hill Road
Erie, PA 16509-4835Summit Township
Erie CountyNWRO 3216801 Joint DEP/PFBC Pesticides Permit New Krolick Joseph
4963 Laurel Run Road
Clymer, PA 15728-8102Cherryhill Township
Indiana CountyNWRO 6422803 Joint DEP/PFBC Pesticides Permit New Faux David
42 Blue Moon Lane
Honesdale, PA 18431-2403Cherry Ridge Township
Wayne CountyNERO 1501408 Land Application and Reuse of Sewage Individual WQM Permit Renewal Unionville Chadds Ford
School District
740 Unionville Road
Kennett Square, PA 19348-1531Pennsbury Township
Chester CountySERO 0213200 Major Industrial Waste Treatment Facility
Individual WQM PermitTransfer Cheswick Plant Environmental Redevelopment Group, LLC
12601 Plantside Drive
Louisville, KY 40299-6386Springdale Borough
Allegheny CountySWRO 1197403 Major Sewage Treatment Facility Individual WQM Permit Amendment Forest Hills
Municipal Authority
Cambria County
P.O. Box 337
Saint Michael, PA 15951-0337Conemaugh Township
Cambria CountySWRO 3186401 Major Sewage Treatment Facility Individual WQM Permit Amendment Huntingdon Borough Huntingdon County
P.O. Box 592
530 Washington Street
Huntingdon, PA 16652-0592Smithfield Township
Huntingdon CountySCRO PA0014621 Minor Industrial Waste Facility without ELG Individual NPDES Permit Amendment Minor Veolia Water PA, Inc.
4211 E Park Circle
Harrisburg, PA 17111-2806Susquehanna Township
Dauphin CountySCRO PA0014648 Minor Industrial Waste Facility without ELG Individual NPDES Permit Amendment Minor Veolia Water PA, Inc.
4405 N 6th Street
Harrisburg, PA 17110-1654Hummelstown Borough
Dauphin CountySCRO NOEXNC150 No Exposure Certification Renewal Staiman Recycling Corp
206 Walnut Street
Williamsport, PA 17701-5925Williamsport City
Lycoming CountyNCRO NOEXNW045 No Exposure Certification Renewal Solenoid Solutions, Inc.
2251 Manchester Road
Erie, PA 16506-1001Fairview Township
Erie CountyNWRO NOEXSE183 No Exposure Certification Renewal First Transit, Inc.
110 Perimeter Park
Suite E
Knoxville, TN 37922-2200Eddystone Borough
Delaware CountySERO PAR234818 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Energy Solutions US, LLC
400 W Brown Street
Lock Haven, PA 17745-3914Castanea Township
Clinton CountyNCRO PAR700020 PAG-03 NPDES General Permit for Industrial Stormwater Transfer BP Point Breeze, LLC
One Gatehall Drive
Parsippany, NJ 07054Philadelphia City
Philadelphia CountySERO PAG123762 PAG-12 NPDES General Permit for CAFOs Amendment Hillandale Gettysburg, LP
3910 Oxford Road
Gettysburg, PA 17325-8367Tyrone Township
Adams CountySCRO PAG124801 PAG-12 NPDES General Permit for CAFOs Transfer Erdley Samuel R
847 Smith Road
Mifflinburg, PA 17844-7352Kelly Township
Union CountySCRO PA0271390 Single Residence STP
Individual NPDES PermitTransfer Simmons Thelma
76 Church Road
Greenville, PA 16125-9221West Salem Township
Mercer CountyNWRO PA0289001 Single Residence STP
Individual NPDES PermitTransfer Patton Ryan
9945 Williamson Road
Meadville, PA 16335-5157West Mead Township
Crawford CountyNWRO 0622404 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Harders Ernest
26 Fox Road
Fleetwood, PA 19522-9383Alsace Township
Berks CountySCRO 1022408 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Boyd George W
5335 McCandless Road
Butler, PA 16001-9638Portersville Borough
Butler CountyNWRO 1022410 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Petruska Gregory
269 State Road
Valencia, PA 16059-2221Middlesex Township
Butler CountyNWRO 2021401 Single Residence Sewage Treatment Plant
Individual WQM PermitTransfer Patton Ryan
9945 Williamson Road
Meadville, PA 16335-5157West Mead Township
Crawford CountyNWRO 2022407 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Alexandria & Randy Ball
14221 Harmonsburg Road
Meadville, PA 16335-8757Vernon Township
Crawford CountyNWRO 2122401 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Lightner Thomas
317 N Mountain Road
Newville, PA 17241-9731Upper Frankford Township
Cumberland CountySCRO 3622404 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Spang Nina & Sellers Eric
690 Greenville Road
Denver, PA 17517-9596West Cocalico Township
Lancaster CountySCRO 4318404 Single Residence Sewage Treatment Plant
Individual WQM PermitTransfer Simmons Thelma
76 Church Road
Greenville, PA 16125-9221West Salem Township
Mercer CountyNWRO
II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.
Northcentral Regional Office
PA0209392, Sewage, SIC Code 4952, Richmond Township Municipal Authority Tioga County, 563 Valley Road, Mansfield, PA 16933-9300. Facility Name: Mann Creek Heights. This existing facility is located in Richmond Township, Tioga County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated SFTF sewage.
The receiving stream(s), Tioga River (CWF), is located in State Water Plan watershed 4-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.002 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 1.0 XXX 3.2 Carbonaceous Biochemical Oxygen
Demand (CBOD5)Nov 1 - Apr 30 XXX XXX XXX 20 XXX 40 May 1 - Oct 31 XXX XXX XXX 10 XXX 20 Total Suspended Solids
Nov 1 - Apr 30 XXX XXX XXX 20 XXX 40 May 1 - Oct 31 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 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.
PA0228869, Sewage, SIC Code 7033, PA DCNR Kettle Creek State Park, 97 Kettle Creek Park Lane, Renovo, PA 17764-9400. Facility Name: Kettle Creek State Park. This existing facility is located in Leidy Township, Clinton 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), Kettle Creek (TSF), is located in State Water Plan watershed 9-B 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 .0022 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.)
Oct 1 - Apr 30 XXX XXX 6.0
Inst MinXXX XXX 9.0 May 1 - Sep 30 XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen Oct 1 - Apr 30 XXX XXX Report
Inst MinXXX XXX XXX May 1 - Sep 30 XXX XXX Report
Inst MinXXX XXX XXX Total Residual Chlorine (TRC)
Oct 1 - Apr 30 XXX XXX XXX 1.0 XXX 2.3 May 1 - Sep 30 XXX XXX XXX 1.0 XXX 2.3 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25.0 XXX 50 Total Suspended Solids XXX XXX XXX 30.0 XXX 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo 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 Ammonia-Nitrogen XXX XXX XXX Report
Avg QrtlyXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
PA0233269, Sewage, SIC Code 4952, Rickabaugh Adam, 13959 Tyrone Pike, Curwensville, PA 16833-8308. Facility Name: Adam Rickabaugh SRSTP. This proposed facility is located in Ferguson Township, Clearfield 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), Gazzam Run (HQ-CWF, MF), is located in State Water Plan watershed 8-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 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 570-327-3693.
The EPA Waiver is in effect.
PA0234061, Sewage, SIC Code 4952, David Thierwechter, 813 Round Top Road, Wellsboro, PA 16901-6979. Facility Name: Thierwechter SRSTP. This existing facility is located in Charleston Township, Tioga 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), Charleston Creek, is located in State Water Plan watershed 9-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report XXX Report 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
Geo MeanXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is in effect.
Northeast Regional Office
PA0275824, Storm Water, SIC Code 2951, Pennsy Supply Inc., P.O. Box 3331, Harrisburg, PA 17105-3331. Facility Name: Pennsy Supply/Dorrance. This existing facility is located in Dorrance Township, Luzerne 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), Balliet Run (CWF, MF), is located in State Water Plan watershed 5-B 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 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX Report You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
PA0275832, Storm Water, SIC Code 4151, First Student, Inc., 110 Perimeter Park, Suite E, Knoxville, TN 37922. Facility Name: First Student, Inc. No. 20534. This existing facility is located in Allentown City, Lehigh 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, Trout Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD (stormwater).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Semi-Annual
AverageMaximum IMAX Total Suspended Solids XXX XXX XXX Report XXX XXX Oil and Grease XXX XXX XXX Report XXX 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 Semi-Annual
AverageMaximum IMAX Total Suspended Solids XXX XXX XXX Report XXX XXX Oil and Grease XXX XXX XXX Report XXX 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 Semi-Annual
AverageMaximum IMAX Total Suspended Solids XXX XXX XXX Report XXX XXX Oil and Grease XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs)
• Routine Inspections
• Preparedness, Prevention and Contingency (PPC) Plan
• Stormwater Monitoring Requirements
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.
PA0275956, Storm Water, SIC Code 2673, Trans Western Polymers, Inc., 1900 West Field Court, Lake Forrest, IL 60045. Facility Name: Trans Western Polymers. This existing facility is located in Rush Township, Schuylkill 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 Nesquehoning Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-B and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (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 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.
PA0276553, Storm Water, SIC Code 3281, Three Lakes Stone, LLC, 405 T R Williams Road, Clifford Township, PA 18470-7204. Facility Name: Cramer O'Dell Saw Shop. This proposed facility is located in New Milford Township, Susquehanna County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.
The receiving stream(s), Unnamed Tributary to Martins 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 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
PA0276561, Storm Water, SIC Code 1411, Joseph Zawisky LLC, 729 Walkers Road, Susquehanna, PA 18847-8252. Facility Name: Zawisky Clapper Quarry. This proposed facility is located in Oakland Township, Susquehanna County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.
The receiving stream(s), Unnamed Tributary to Drinker Creek (CWF, MF), is located in State Water Plan watershed 4-E 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 0 MGD (stormwater).—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Semi-Annual
AverageMaximum IMAX pH (S.U.) XXX XXX XXX Report XXX XXX Total Suspended Solids XXX XXX XXX Report XXX XXX Aluminum, Total XXX XXX XXX Report XXX XXX Iron, Total XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs)
• Routine Inspections
• Preparedness, Prevention and Contingency (PPC) Plan
• Stormwater Monitoring Requirements
• Sector Specific BMPs
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
PA0276570, Storm Water, SIC Code 3281, Cold Ridge Stone, 575 Old Kitchen Road, Kingsley, PA 18826-6711. Facility Name: Mack Saw Shop. This proposed facility is located in Brooklyn Township, Susquehanna County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.
The receiving stream(s), Unnamed Tributary to Martins 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 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.
The EPA Waiver is in effect.
PA0063045, Industrial, SIC Code 2013, Maid Rite Specialty Foods, Inc., 105 Keystone Industrial Park, P.O. Box 509, Dunmore, PA 18512-1518. Facility Name: Maid Rite Specialty Foods, Inc. This existing facility is located in Scott Township, Lackawanna County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste and sewage.
The receiving stream(s), South Branch Tunkhannock Creek (TSF), is located in State Water Plan watershed 4-F and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 MGD.
(From Permit Effective Date to One Year After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Residual Chlorine (TRC) XXX XXX XXX 1.2 XXX 2.8 The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 MGD.
(From One Year After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Annual
AverageDaily
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 5.0
Inst MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 6.55 13.1 XXX XXX XXX XXX Total Suspended Solids 7.95 15.9 XXX XXX XXX XXX Oil and Grease XXX XXX XXX 15.0
Avg MoXXX 30.0 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 400
Geo MeanXXX 2,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen XXX XXX XXX 4.0
Avg Mo8.0 XXX Total Phosphorus XXX XXX XXX 2.0
Avg MoXXX 4.0 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX E. Coli (No./100 ml) XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Solids Management
• Discharge Reporting
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.
PA0033430, Sewage, SIC Code 4941, 4952, Roamingwood Joint Client, P.O. Box 6, Lake Ariel, PA 18436-0006. Facility Name: South Wayne Co. Water & Sewer Authority. This existing facility is located in Salem Township, Wayne 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), Ariel Creek (HQ-CWF) and Ariel Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-C and is classified for High Quality—Cold Water, Migratory Fish, and 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 0.490 MGD.—Interim Limits (Tier 1).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Carbonaceous Biochemical Oxygen
Demand (CBOD5)40.8 61.3 XXX 10.0 15.0 20.0 Ammonia-Nitrogen Nov 1 - Mar 31 24.5 73.5
Daily MaxXXX 6.0 12.0
Daily Max12.0 Apr 1 - Oct 31 8.1 16.2
Daily MaxXXX 2.0 4.0
Daily Max4.0 The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 MGD.—Interim Limits (Tier 2).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Carbonaceous Biochemical Oxygen
Demand (CBOD5)73.3 109.9 XXX 5.01 7.51 10.02 Ammonia-Nitrogen Nov 1 - Apr 30 65.8 131.7 XXX 4.5 9.0 9.0 May 1 - Oct 31 21.9 43.9 XXX 1.5 3.0 3.0 The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 MGD.—Final Limits (Tier 3).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Carbonaceous Biochemical Oxygen Demand (CBOD5) 84.7 127.1 XXX 5.79 8.68 11.58 Ammonia-Nitrogen Nov 1 - Apr 30 70.2 140.5
Daily MaxXXX 4.8 9.6
Daily Max9.6 May 1 - Oct 31 24.2 48.4
Daily MaxXXX 1.6 3.3
Daily Max3.3 The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.06 XXX 0.14 The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 MGD.—Final Limits (WWTP upgrade to UV disinfection with chlorine disinfection back-up).
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Instantaneous
MinimumAverage Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.02 XXX 0.06 Ultraviolet light dosage
(mWsec/cm2)XXX XXX Report XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Cyanide, Free (ug/L) Report Report XXX Report Report XXX 2,4-Dinitrophenol (ug/L) Report Report XXX Report Report XXX 1,3-Dichlorobenzene (ug/L) Report Report XXX Report Report XXX 1,2,4-Trichlorobenzene (ug/L) Report Report XXX Report Report XXX Benzo(a)Anthracene (ug/L) Report Report XXX Report Report XXX Benzo(a)Pyrene (ug/L) Report Report XXX Report Report XXX Benzo(k)Fluoranthene (ug/L) Report Report XXX Report Report XXX 3,4-Benzofluoranthene (ug/L) Report Report XXX Report Report XXX Chlorodibromomethane (ug/L) Report Report XXX Report Report XXX Dichlorobromomethane (ug/L) Report Report XXX Report Report XXX Bis(2-Ethylhexyl)Phthalate (ug/L) Report Report XXX Report Report XXX Chrysene (ug/L) Report Report XXX Report Report XXX Dibenzo(a,h)Anthracene (ug/L) Report Report XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Cyanide, Free (ug/L) 0.063 0.11 XXX 4.33 7.21 10.8 2,4-Dinitrophenol (ug/L) 0.16 0.25 XXX 10.8 16.9 27.1 1,3-Dichlorobenzene (ug/L) 0.11 0.17 XXX 7.58 11.8 18.9 1,2,4-Trichlorobenzene (ug/L) Report Report XXX 0.076 0.12 0.19 Benzo(a)Anthracene (ug/L) Report Report XXX 0.002 0.003 0.004 Benzo(a)Pyrene (ug/L) Report Report XXX 0.0002 0.0003 0.0004 Benzo(k)Fluoranthene (ug/L) Report Report XXX 0.002 0.003 0.004 3,4-Benzofluoranthene (ug/L) Report Report XXX 0.002 0.003 0.004 Chlorodibromomethane (ug/L) 0.020 0.026 XXX 1.39 1.78 3.48 Dichlorobromomethane (ug/L) 0.024 0.043 XXX 1.65 2.95 4.13 Bis(2-Ethylhexyl)Phthalate (ug/L) Report Report XXX 0.53 1.03 1.39 Chrysene (ug/L) Report Report XXX 0.21 0.36 0.52 Dibenzo(a,h)Anthracene (ug/L) Report Report XXX 0.0002 0.0003 0.0004 The proposed effluent limits for Outfall 001 are based on a design flow of 1.755 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 7.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.06 XXX 0.14 CBOD5
Minimum %
Removal (%)85
Min Mo AvgXXX XXX XXX XXX XXX Total Suspended Solids 439.0 878.0
Wkly AvgXXX 30.0 45.0
Wkly Avg60.0 Total Suspended Solids
Minimum %
Removal (%)85
Min Mo AvgXXX XXX XXX XXX XXX 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 161.0 Report XXX 11.0 22.0 22.0 Total Nitrogen Report Report XXX Report Report XXX Total Kjeldahl Nitrogen Report Report XXX Report Report XXX Total Phosphorus 7.3 Report XXX 0.50 1.00 1.00 Cadmium, Total (ug/L) Report Report XXX Report Report XXX Copper, Total (ug/L) Report Report XXX 10.8 15.7 21.6 Iron, Dissolved (ug/L) Report Report XXX Report Report XXX Manganese, Total (ug/L) Report Report XXX Report Report XXX Zinc, Total (ug/L) Report Report XXX Report Report XXX 2,4-Dinitrophenol (ug/L) Report Report XXX Report Report XXX Chloroform (ug/L) Report Report XXX Report Report XXX The proposed effluent limits for Outfalls 002, 003 and 004 are based on a design flow of 0 MGD (stormwater).—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen
Demand (CBOD5)XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX 30.0 Total Kjeldahl Nitrogen XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Internal Monitor Point/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 Carbonaceous Biochemical Oxygen
Demand (CBOD5)
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
• Changes to stream/discharge
• TMDL load (phosphorus) reporting
• Quarterly WET testing (first year)
• Bardenpho process implementation
• Tiered limit trigger
• Responsible operator
• Solids management
• WQBELs for toxic pollutants
• Whole Effluent Toxicity (WET) testing
• WQBELs below quantitation limits
• Stormwater conditions
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.
Northwest Regional Office
PAS608301, Storm Water, SIC Code 3999, Harsco Corporation, 359 North Pike Road, Sarver, PA 16055-8633. Facility Name: Harsco Minerals of PA. This existing facility is located in Winfield Township, Butler 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), Little Buffalo Creek, is located in State Water Plan watershed 18-F and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Alkalinity, Total (as CaCO3) XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 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 Alkalinity, Total (as CaCO3) XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 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 Flow (MGD) XXX Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Alkalinity, Total (as CaCO3) XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 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 Flow (MGD) XXX Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Alkalinity, Total (as CaCO3) XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Outfalls
• Best Management Practices
• Routine Inspections
• Preparedness, Prevention and Contingency Plan
• Stormwater Monitoring Requirements
• Other Requirements
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.
PA0220817, Industrial, SIC Code 5541, TA Operating, LLC, 24601 Center Ridge Road, Westlake, OH 44145-5639. Facility Name: Travel Centers of America Barkeyville. This existing facility is located in Barkeyville Borough, Venango 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, an Unnamed Tributary to the East Branch Wolf Creek, is located in State Water Plan watershed 20-C 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 0.0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Semi-Annual
AverageMaximum IMAX Flow (MGD) Report
Semi AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX Report XXX XXX Oil and Grease XXX XXX XXX Report XXX XXX Total Recoverable Petroleum
HydrocarbonsXXX XXX XXX Report XXX XXX BTEX, Total XXX XXX XXX Report XXX XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Semi-Annual
AverageMaximum IMAX Flow (MGD) Report
Semi AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX Report
Inst MinXXX XXX Report Total Suspended Solids XXX XXX XXX Report XXX XXX Oil and Grease XXX XXX XXX Report XXX XXX Total Recoverable Petroleum
HydrocarbonsXXX XXX XXX Report XXX XXX BTEX, Total XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Requirements Applicable to Stormwater Outfalls
• Petroleum Marketing Terminals
• Additional Monitoring and Reporting Requirements
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.
PA0222020, Sewage, SIC Code 4952, 6514, 8800, Deanna Larson d/b/a Kuhl Rd Properties Association, 5775 Kuhl Road, Erie, PA 16510-4710. Facility Name: Kuhl Road Properties Association SFTF. This existing facility is located in Harborcreek Township, Erie 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 Fourmile Creek, located in State Water Plan watershed 15-A and classified for Warm Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0008 MGD.
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 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX Total Phosphorus XXX XXX XXX 1.0 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.
PA0239593, Sewage, SIC Code 4952, 8800, Matthew W Boyd, 7351 Williams Road, North East, PA 16428-4861. Facility Name: Matthew W Boyd SRSTP. This existing facility is located in North East Township, Erie 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 Twelvemile Creek, located in State Water Plan watershed 15-A and classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD.
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 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen
Demand (CBOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) 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
PA0088072, Storm Water, SIC Code 4953, Stericycle, Inc., 3614 Hoskins Court, Hamilton, OH 45011. Facility Name: Stericycle Pathological Waste Treatment Facility Berks. This existing facility is located in Robeson Township, Berks County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for a discharge of stormwater with industrial activity.
The receiving stream(s), Hay Creek (EV, MF), is located in State Water Plan watershed 3-C and is classified for Exceptional Value Waters and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 007:
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 Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Ammonia-Nitrogen XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs), including applicable BMPs from Appendix C from the PAG-03 (effective 9/24/16 and currently administratively extended)
• Routine Inspections
• Preparedness, Prevention, and Contingency (PPC) Plan
• Stormwater Monitoring Requirements (including Benchmark for TSS, COD, and Oil and Grease)
• Other Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0021491, Sewage, SIC Code 4952, Williamstown Borough Authority, Dauphin County, 200 S West Street, Williamstown, PA 17098-1553. Facility Name: Williamstown Borough Authority STP. This existing facility is located in Williamstown Borough, Dauphin County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Wiconisco Creek (WWF), is located in State Water Plan watershed 6-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 .45 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Weekly
AverageInstant. Maximum 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 XXX XXX XXX CBOD5
Nov 1 - Apr 30 75 113 XXX 20.0 30.0 50 May 1 - Oct 31 56 90 XXX 15.0 24.0 30 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 113 169 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 Ultraviolet light intensity
(mW/cm2)XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen Nov 1 - Apr 30 45 XXX XXX 12.0 XXX 24 May 1 - Oct 31 15 XXX XXX 4.0 XXX 8 Ammonia-Nitrogen
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX Total Phosphorus
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Aluminum, Total Report XXX XXX Report XXX XXX Copper, Total Report XXX XXX Report XXX XXX Iron, Total Report XXX XXX Report XXX XXX Lead, Total Report XXX XXX Report XXX XXX Manganese, Total Report XXX XXX Report XXX XXX Zinc, Total 0.64 XXX XXX 0.17 XXX XXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant. Maximum Total Nitrogen
(Total Load, lbs)
Effluent NetXXX 7,306
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)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs)
Effluent NetXXX 974
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:
• Stormwater prohibition
• Approval contingencies
• Solids management
• Restriction on receipt of hauled in waste under certain conditions
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0028347, Sewage, SIC Code 4952, Martinsburg Borough Municipal Authority, Blair County, 133 E Allegheny Street, Martinsburg, PA 16662-1142. Facility Name: Martinsburg STP. This existing facility is located in Martinsburg Borough, Blair 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), Plum Creek (WWF), is located in State Water Plan watershed 11-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .7 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX TSS
(Load, lbs/mo or lbs/year)
(lbs/year)XXX 63,875
Total
AnnualXXX XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .7 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 0.37 XXX 1.20 Carbonaceous Biochemical Oxygen
Demand (CBOD5)146 233 XXX 25.0 40.0 50 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 175 263 XXX 30.0 45.0 60 Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX 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 35 XXX XXX 6.0 XXX 12 May 1 - Oct 31 11.5 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 11.5 XXX XXX 2.0 XXX 4 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 .7 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .7 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Copper, Total Report
Semi AvgXXX XXX Report
Semi AvgXXX XXX Lead, Total Report
Semi AvgXXX XXX Report
Semi AvgXXX XXX Zinc, Total Report
Semi AvgXXX 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 Waiver is not in effect.
PA0247979, Sewage, SIC Code 6514, 8811, Judith L Cryder, 101 Fleisher Road, Marysville, PA 17053-9531. Facility Name: Judy Cryder Res. This existing facility is located in Rye Township, Perry 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 Fishing Creek (CWF), is located in State Water Plan watershed 7-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .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 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 717-705-4732.
The EPA Waiver is in effect.
PA0266434, Sewage, SIC Code 8811, Prime Home Investments, LLC, 1525 Oregon Pike, Suite 2001, Lancaster, PA 17601. Facility Name: Prime Home Investments Properties. This existing facility is located in Amity Township, Berks 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 Monocacy Creek (WWF, MF), is located in State Water Plan watershed 3-D and is classified for Warm 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 .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 In addition, the permit contains the following major special conditions:
• Submit Annual Maintenance Report annually
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
PA0026794, Sewage, SIC Code 4952, Borough of Conshohocken Authority, 601 E Elm Street, Conshohocken, PA 19428-1914. Facility Name: Conshohocken Borough WWTP. This existing facility is located in Conshohocken Borough, Montgomery County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-F and is classified for Warm 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 2.3 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Heptachlor (ug/L) XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Copper, Total XXX XXX XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Heptachlor (ug/L) XXX XXX XXX 0.0004 0.0007 0.001 The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Copper, Total 1.25
Avg Qrtly2.22
Daily MaxXXX 0.0654 0.115
Daily Max0.163 The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 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 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen
Demand (CBOD5)
Nov 1 - Apr 30 480 767 XXX 25.0 40.0 50 May 1 - Oct 31 384 575 XXX 20.0 30.0 40 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 575 863 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 200
Geo Mean1,000
90% SAMPLESXXX May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Total Nitrogen Report XXX Report
Avg MoXXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 384 XXX XXX 20.0 XXX 40 May 1 - Oct 31 153 XXX XXX 8.0 XXX 16 Total Phosphorus Report XXX XXX Report XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 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
Avg QrtlyXXX 2,500 Cadmium, Total XXX XXX XXX Report
Avg QrtlyReport
Daily MaxXXX Mercury, Total XXX XXX XXX Report
Avg QrtlyReport
Daily MaxXXX Silver, Total XXX XXX XXX Report
Avg QrtlyReport
Daily MaxXXX Zinc, Total XXX XXX XXX Report
Avg QrtlyReport
Daily MaxXXX Toxicity, Chronic -
Ceriodaphnia Survival (TUc)XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Ceriodaphnia Reproduction (TUc)XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Pimephales Survival (TUc)XXX XXX XXX Report
Daily MaxXXX XXX Toxicity, Chronic -
Pimephales Growth (TUc)XXX XXX XXX Report
Daily MaxXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 2.3 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX PCBs Dry Weather Analysis (pg/L) XXX XXX XXX Report
Daily MaxXXX XXX PCBs Wet Weather Analysis (pg/L) XXX XXX XXX Report
Daily MaxXXX 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 Carbonaceous Biochemical Oxygen
Demand (CBOD5)XXX XXX XXX XXX Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX Iron, Dissolved 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 Carbonaceous Biochemical Oxygen
Demand (CBOD5)XXX XXX XXX XXX Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX Total Phosphorus XXX XXX XXX XXX Report XXX Iron, Dissolved XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Optimization of chlorine dosage
• Notification of designation of responsible operator
• DRBC seasonal fecal limitation
• Development of an O&M plan
• Hauled-in waste restriction
• POTW pretreatment program implementation
• Solids management for non-lagoon system
• WQBEL for toxic pollutants
• WET requirements
• WQBEL below quantitation limit
• Stormwater requirements
• Schuylkill River PCB PMP
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.
PA0043966, Sewage, SIC Code 6515, Valley Forge Group, LP, 31200 Northwestern Highway, Farmington Hills, MI 48334. Facility Name: Valley Forge Crossing MHP WWTP. This existing facility is located in Lower Providence Township, Montgomery County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Unnamed Tributary to Schuylkill River (WWF), is located in State Water Plan watershed 3-F 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 0.045 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX 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 0.045 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
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.26 XXX 0.85 Carbonaceous Biochemical Oxygen
Demand (CBOD5)XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 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 Total Nitrogen XXX XXX XXX Report XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40 May 1 - Oct 31 XXX XXX XXX 7.0 XXX 14 Total Phosphorus XXX XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• No stormwater to be admitted into sanitary sewers associated with discharge
• Proper disposal of collected screenings, slurries, sludges and other solids
• Optimize chlorine dosages used for disinfection to minimize TRC in effluent
• Notification of designation of the responsible operator
• Permittee shall develop 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.
PA0058271, Sewage, SIC Code 4952, Hilltown Township Water & Sewer Authority, P.O. Box 365, Sellersville, PA 18960-0365. Facility Name: Highland Park STP. This existing facility is located in Hilltown Township, Bucks County.
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