DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
[54 Pa.B. 3420]
[Saturday, June 15, 2024]
[Saturday, June 15, 2024]
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
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 DEP for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).
Section III identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A 30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.
Applications, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.
Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.
DEP office contact information to review applications and NOIs and to submit comments for those applications, when applicable, is as follows:
DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484-250-5910. Email: RA-EPNPDES_SERO@pa.gov for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.
DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570-826-5472. Email: RA-EPNPDES_NERO@pa.gov for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.
DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717-705-4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.
DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570-327-3693. Email: RA-EPNPDES_NCRO@pa.gov for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.
DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.
DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.
DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-787-5017. Email: RA-EPNPDES_Permits@pa.gov.
DEP Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@pa.gov.
DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.
Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).
Application Number | Permit Type | Application Type | Applicant Name & Address | Municipality, County | DEP Office |
---|---|---|---|---|---|
1024806 | Joint DEP/PFBC Pesticides Permit | New | Middlesex Crossings HOA 2005 Ringold Court Valencia, PA 16059-1120 | Middlesex Township Butler County | NWRO |
1520812 | Joint DEP/PFBC Pesticides Permit | Amendment | Brook Crossing HOA 199 Crossing Boulevard East Fallowfield, PA 19320-4345 | East Fallowfield Township Chester County | SERO |
3524802 | Joint DEP/PFBC Pesticides Permit | New | Donova Nichole 460 Stone Road North Abington Township, PA 18414-8127 | North Abington Township Lackawanna County | NERO |
3724807 | Joint DEP/PFBC Pesticides Permit | New | Janet Carbone 7421 Old Route 422 Portersville, PA 16051-5605 | Slippery Rock Township Lawrence County | NWRO |
4621821 | Joint DEP/PFBC Pesticides Permit | Amendment | Rubin Michael 600 Great Springs Road Bryn Mawr, PA 19010-1702 | Lower Merion Township Montgomery County | SERO |
5213844 | Joint DEP/PFBC Pesticides Permit | Amendment | Gold Key CC Inc. 111 Gold Key Road Milford, PA 18337 | Dingman Township Pike County | NERO |
5213845 | Joint DEP/PFBC Pesticides Permit | Amendment | Gold Key CC Inc. 111 Gold Key Road Milford, PA 18337 | Dingman Township Pike County | NERO |
5213846A-1 | Joint DEP/PFBC Pesticides Permit | Amendment | Gold Key CC Inc. 111 Gold Key Road Milford, PA 18337 | Dingman Township Pike County | NERO |
5813823 | Joint DEP/PFBC Pesticides Permit | Renewal | Idlewild Lake Association P.O. Box 156 Clifford, PA 18413-0156 | Clifford Township Susquehanna County | NERO |
5813824 | Joint DEP/PFBC Pesticides Permit | Renewal | Quarry Hill Farms 136 Gunn Hill Road Nicholson, PA 18446-7799 | Clifford Township Susquehanna County | NERO |
6421810 | Joint DEP/PFBC Pesticides Permit | Amendment | Schoenfeld Steven 361 Stalker Road Equinunk, PA 18417-3522 | Damascus Township Wayne County | NERO |
6424808 | Joint DEP/PFBC Pesticides Permit | New | Lockwood Margaret 218 Mican Road Waymart, PA 18472-3035 | Canaan Township Wayne County | NERO |
6424809 | Joint DEP/PFBC Pesticides Permit | New | Cain Dianne 7 Cindy Court Millstone Township, NJ 08510-7995 | Oregon Township Wayne County | NERO |
1800403 | Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit | Amendment | Western Clinton County Municipal Authority P.O. Box 363 Renovo, PA 17764-0363 | Renovo Borough Clinton County | NCRO |
3624403 | Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit | Amendment | Northwestern Lancaster County Authority 97 N Penryn Road Manheim, PA 17545-9326 | Penn Township Lancaster County | SCRO |
4606408 | Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit | Amendment | PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436 | Upper Providence Township Montgomery County | SERO |
6793404 | Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit | Amendment | The York Water Co. 130 E Market Street York, PA 17401-1219 | Springfield Township York County | SCRO |
NOEX01202 | No Exposure Certification | Renewal | Bethlehem Apparatus Co. Inc. 890 Front Street P.O. Box Y Hellertown, PA 18055-1507 | Hellertown Borough Northampton County | NERO |
NOEX01302 | No Exposure Certification | Renewal | Bethlehem Apparatus Co. Inc. 935 Bethlehem Drive Bethlehem, PA 18017 | Bethlehem City Northampton County | NERO |
PAG030321 | PAG-03 NPDES General Permit for Industrial Stormwater | Renewal | Green Lane Auto Sales & Parts Inc. 3000 Geryville Pike Pennsburg, PA 18073-2607 | Marlborough Township Montgomery County | SERO |
PAG036157 | PAG-03 NPDES General Permit for Industrial Stormwater | Amendment | Chestnut Ridge Foam Inc. 443 Warehouse Drive Latrobe, PA 15650-3573 | Derry Township Westmoreland County | SWRO |
PAG036582 | PAG-03 NPDES General Permit for Industrial Stormwater | New | Joseph B Fay Co. 2 Allegheny Center Nova Tower 2 Suite 800 Pittsburgh, PA 15212-5402 | Jefferson Hills Borough Allegheny County | SWRO |
PAG038343 | PAG-03 NPDES General Permit for Industrial Stormwater | Renewal | FedEx Ground Pkg System Inc. Environmental Services 1000 FedEx Drive Moon Township, PA 15108 | Jackson Township Butler County | NWRO |
PAG038368 | PAG-03 NPDES General Permit for Industrial Stormwater | Renewal | United Parcel Service Inc. 55 Glenlake Parkway Atlanta, GA 30328-3474 | Jackson Township Butler County | NWRO |
PAG038412 | PAG-03 NPDES General Permit for Industrial Stormwater | Renewal | Mersen USA GS Corp— St Marys 215 Stackpole Street Saint Marys, PA 15857-1401 | Saint Marys City Elk County | NWRO |
PAG038499 | PAG-03 NPDES General Permit for Industrial Stormwater | Renewal | Cronimet Specialty Metals USA Inc. 40 Council Avenue Wheatland, PA 16161 | Wheatland Borough Mercer County | NWRO |
PAG038501 | PAG-03 NPDES General Permit for Industrial Stormwater | Renewal | M & B Redi Mix Inc. dba Dubrook 15303 Route 322 Clarion, PA 16214-6265 | Saint Marys City Elk County | NWRO |
PAG041167 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | Transfer | Tudor David 1251 Quaker Hill Road Warren, PA 16365-4205 | Glade Township Warren County | NWRO |
PAG041340 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Kim & Ron Irwin 2340 Election House Road Cochranton, PA 16314-5136 | Fairfield Township Crawford County | NWRO |
PAG041347 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Isenberg William J 105 Arberg Lane Slippery Rock, PA 16057-1801 | Mercer Township Butler County | NWRO |
PAG041349 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Sandra & William Tracy 43224 Gilson Ridge Road Titusville, PA 16354-4506 | Oil Creek Township Crawford County | NWRO |
PAG041353 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Supports Inc. 21635 Star Route Meadville, PA 16335 | Vernon Township Crawford County | NWRO |
PAG041361 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Corey & Maria Ivonne Norman 5564 W Center Road Linesville, PA 16424-7744 | Conneaut Township Crawford County | NWRO |
PAG041362 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Miller Alex R 3813 Williams Road Erie, PA 16510-6101 | Harborcreek Township Erie County | NWRO |
PAG045139 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | Transfer | Roscoe Devon E 111 Kennel Lane Port Matilda, PA 16870-8005 | Huston Township Centre County | NCRO |
PAG045302 | PAG-04 NPDES General Permit for Small Flow Treatment Facilities | New | Morgan Beacker & Mark Gower 50 Shaw Road Williamsport, PA 17701-9707 | Loyalsock Township Lycoming County | NCRO |
PAG120012 | PAG-12 NPDES General Permit for CAFOs | New | Smoker Jay M 301 Glen Run Road Atglen, PA 19310-1626 | West Fallowfield Township Chester County | SCRO |
PAG122212 | PAG-12 NPDES General Permit for CAFOs | Renewal | AG Ventures LLC 345 W High Street Elizabethtown, PA 17022 | Salem Township Luzerne County | SCRO |
PAG122217 | PAG-12 NPDES General Permit for CAFOs | Renewal | Manbeck Dwight 917 Schwartz Valley Road Schuylkill Haven, PA 17972 | Wayne Township Schuylkill County | SCRO |
PAG123511 | PAG-12 NPDES General Permit for CAFOs | Renewal | Goss Timothy R 123 Decatur Road McClure, PA 17841 | Decatur Township Mifflin County | SCRO |
PAG123562 | PAG-12 NPDES General Permit for CAFOs | Renewal | Nolt Cleason 351 Elco Drive Myerstown, PA 17067-2608 | Jackson Township Lebanon County | SCRO |
PAG123612 | PAG-12 NPDES General Permit for CAFOs | Renewal | Nolt John 10190 Mountain Road Port Royal, PA 17082 | Turbett Township Juniata County | SCRO |
PAG123613 | PAG-12 NPDES General Permit for CAFOs | Renewal | Meadow Spring Acres LLC 1871 Smith Station Road Spring Grove, PA 17362-8977 | Heidelberg Township York County | SCRO |
PAG123791 | PAG-12 NPDES General Permit for CAFOs | Renewal | Mike Cassel 259 Auction Road Manheim, PA 17545-9744 | Penn Township Lancaster County | SCRO |
PAG123792 | PAG-12 NPDES General Permit for CAFOs | Renewal | Yippee! Farms LLC 880 Pinkerton Road Mount Joy, PA 17552-9241 | Rapho Township Lancaster County | SCRO |
PAG123886 | PAG-12 NPDES General Permit for CAFOs | Renewal | Eric Newswanger 107 Awol Road Jonestown, PA 17038 | Union Township Lebanon County | SCRO |
PAG123893 | PAG-12 NPDES General Permit for CAFOs | Renewal | Fair Family Farms LLC 3949 Allegheny Road Manns Choice, PA 15550-7816 | Harrison Township Bedford County | SCRO |
PAG123899 | PAG-12 NPDES General Permit for CAFOs | Renewal | Finkbiner Craig D 2452 Free Spring Church Road McAlisterville, PA 17049-8593 | Fayette Township Juniata County | SCRO |
PAG123923 | PAG-12 NPDES General Permit for CAFOs | Renewal | Hissong Farmstead Inc. 7951 Lemar Road Mercersburg, PA 17236-9559 | Montgomery Township Franklin County | SCRO |
1524405 | Pump Stations Individual WQM Permit | New | East Coventry Township Chester County P.O. Box 689 Devon, PA 19333-0689 | East Coventry Township Chester County | SERO |
4004405 | Pump Stations Individual WQM Permit | Amendment | Hazle Township Municipal Authority Luzerne County P.O. Box 502 Harleigh, PA 18225-0502 | Hazle Township Luzerne County | NERO |
PA0291790 | Single Residence STP Individual NPDES Permit | Transfer | Labonte Dustin 14600 Burnt Mill Road Shippensburg, PA 17257-9111 | Lurgan Township Franklin County | SCRO |
1402402 | Single Residence Sewage Treatment Plant Individual WQM Permit | Transfer | Roscoe Devon E 111 Kennel Lane Port Matilda, PA 16870-8005 | Huston Township Centre County | NCRO |
2823401 | Single Residence Sewage Treatment Plant Individual WQM Permit | Transfer | Labonte Dustin 14600 Burnt Mill Road Shippensburg, PA 17257-9111 | Lurgan Township Franklin County | SCRO |
Northcentral Regional Office
PA0024759, Sewage, SIC Code 4952, Curwensville Municipal Authority, 314 South Street, Curwensville, PA 16833-1237. Facility Name: Curwensville Municipal Authority Wastewater Treatment Plant. This existing facility is located in Curwensville Borough, Clearfield County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), West Branch Susquehanna River, is located in State Water Plan watershed 8-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.8 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Minimum | Average Monthly | Weekly Average | Instant. Maximum |
Flow (MGD) | Report | Report Daily Max | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | Report Inst Min | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | XXX | 1.6 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | 165 | 265 | XXX | 25.0 | 40.0 | 50 |
Biochemical Oxygen Demand (BOD5) Raw Sewage Influent | Report | Report Daily Max | XXX | Report | XXX | XXX |
Total Suspended Solids | 200 | 300 | XXX | 30.0 | 45.0 | 60 |
Total Suspended Solids Raw Sewage Influent | Report | Report Daily Max | XXX | Report | XXX | XXX |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
E. Coli (No./100 ml) | XXX | XXX | XXX | XXX | XXX | Report |
Nitrate-Nitrite as N | XXX | XXX | XXX | Report | XXX | XXX |
Nitrate-Nitrite as N (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Nitrogen | XXX | XXX | XXX | Report | XXX | XXX |
Total Nitrogen (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Ammonia-Nitrogen | Report | XXX | XXX | Report | XXX | XXX |
Ammonia-Nitrogen (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Kjeldahl Nitrogen | XXX | XXX | XXX | Report | XXX | XXX |
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Phosphorus | Report | XXX | XXX | Report | XXX | XXX |
Total Phosphorus (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Copper, Total | 0.65 | 1.02 Daily Max | XXX | 0.098 | 0.15 Daily Max | 0.24 |
Zinc, Total | 5.35 | 8.34 Daily Max | XXX | 0.8 | 1.25 Daily Max | 2 |
The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Monthly | Annual | Monthly | Monthly Average | Maximum | Instant. Maximum |
Total Nitrogen (Total Load, lbs) (lbs) Effluent Net | XXX | 13,698 Total Annual | XXX | XXX | XXX | XXX |
Total Nitrogen (Total Load, lbs) (lbs) | XXX | Report Total Annual | XXX | XXX | XXX | XXX |
Ammonia-Nitrogen (Total Load, lbs) (lbs) | XXX | Report Total Annual | XXX | XXX | XXX | XXX |
Total Phosphorus (Total Load, lbs) (lbs) | XXX | Report Total Annual | XXX | XXX | XXX | XXX |
Total Phosphorus (Total Load, lbs) (lbs) Effluent Net | XXX | 1,826 Total Annual | XXX | XXX | XXX | XXX |
* This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The EPA Waiver is not in effect.
Northcentral Regional Office
PA0113514, Sewage, SIC Code 4952, Madison Township, Columbia County, P.O. Box 620, Millville, PA 17846-0620. Facility Name: Madison Township Hilner Sewer System STP. This existing facility is located in Madison Township, Columbia 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), Unnamed Tributary to Mud Creek (WWF), is located in State Water Plan watershed 10-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.00175 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 |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | 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) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
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.
Northcentral Regional Office
PA0233889, Concentrated Animal Feeding Operation (CAFO), Troester Dairy (Troester Dairy Union County), 175 Cannon Road, Mifflinburg, PA 17844-7714.
Troester Dairy has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Troester Dairy Union County, located in Buffalo Township, Union County.
The CAFO is situated near Unnamed Tributary of Mill Race (CWF, MF) and Unnamed Tributary of Mill Race (CWF) in Watershed 10-C, which is classified for Cold Water Fishes and Migratory Fishes. The CAFO is designed to maintain an animal population of approximately 2,026.95 animal equivalent units (AEUs) consisting of 1,000 dairy cows, 800 heifers, 12 finishing pigs, 9 goat does, 1 goat buck, and 13 goat kids. Manure is stored in 4 various manure storages consisting of concrete tanks and earthen lagoons. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Northeast Regional Office
PA0070386, Sewage, SIC Code 4952, Shenandoah Municipal Sewer Authority, Schuylkill County, 15 W Washington Street, Shenandoah, PA 17976-1708. Facility Name: Shenandoah Municipal Sewer Authority POTW. This existing facility is located in West Mahanoy Township and Shenandoah Borough, 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), Shenandoah Creek (CWF, MF), is located in State Water Plan watershed 6-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 2.0 MGD.—Interim Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Minimum | Average Monthly | Daily Maximum | IMAX |
Dissolved Oxygen | XXX | XXX | Report Inst Min | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 1.00 | XXX | 2.00 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | 417.0 | 667.0 | XXX | 25.0 | 40.0 | 50.0 |
Ammonia-Nitrogen | Report | Report Daily Max | XXX | 17.2 | 34.4 | 34.4 |
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Interim Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Aluminum, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Copper, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Dissolved Iron (ug/L) | Report | Report | XXX | Report | Report | XXX |
Zinc, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Acrolein (ug/L) | Report | Report | XXX | Report | Report | XXX |
Bis(2-Ethylhexyl)Phthalate (ug/L) | Report | Report | XXX | Report | Report | XXX |
Indeno(1,2,3-cd)Pyrene (ug/L) | Report | Report | XXX | Report | Report | XXX |
Vinyl Chloride (ug/L) | Report | Report | XXX | Report | Report | XXX |
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Final Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Instantaneous Minimum | Average Monthly | Weekly Average | IMAX |
Dissolved Oxygen | XXX | XXX | 6.0 | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.07 | XXX | 0.17 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | 166.8 | 250.2 | XXX | 10.0 | 15.0 | 20.0 |
Ultraviolet light intensity (µw/cm2) | XXX | XXX | Report | XXX | XXX | XXX |
Ammonia-Nitrogen Nov 1 - Apr 30 | Report | Report Daily Max | XXX | 6.12 | 12.24 Daily Max | 12.24 |
May 1 - Oct 31 | Report | Report Daily Max | XXX | 2.04 | 4.08 Daily Max | 4.08 |
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Final Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Aluminum, Total (ug/L) | 12.5 | 12.8 | XXX | 750.0 | 766.0 | 766.0 |
Copper, Total (ug/L) | 0.18 | 0.27 | XXX | 11.1 | 16.5 | 16.5 |
Iron, Dissolved (ug/l) | 6.49 | 10.1 | XXX | 389.0 | 607.0 | 972.0 |
Zinc, Total (ug/L) | 1.83 | 2.08 | XXX | 110.0 | 124.0 | 124.0 |
Acrolein (ug/L) | 0.050 | 0.065 | XXX | 3.00 | 3.89 | 3.89 |
Bis(2-Ethylhexyl)Phthalate (ug/L) | 0.017 | 0.027 | XXX | 1.20 | 1.61 | 2.58 |
Indeno(1,2,3-cd)Pyrene (ug/L) | 0.00005 | 0.00008 | XXX | 0.003 | 0.005 | 0.008 |
Vinyl Chloride (ug/L) | 0.001 | 0.002 | XXX | 0.064 | 0.10 | 0.16 |
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Toxicity, Chronic - Ceriodaphnia Survival (TUc) | XXX | XXX | XXX | XXX | 1.29 | XXX |
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc) | XXX | XXX | XXX | XXX | 1.29 | XXX |
Toxicity, Chronic - Pimephales Survival (TUc) | XXX | XXX | XXX | XXX | 1.29 | XXX |
Toxicity, Chronic - Pimephales Growth (TUc) | XXX | XXX | XXX | XXX | 1.29 | XXX |
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Flow (MGD) | Report | Report | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
BOD5 Minimum % Removal (%) | Report Min Mo Avg | XXX | XXX | XXX | XXX | XXX |
Total Suspended Solids | 500 | 750 Wkly Avg | XXX | 30.0 | 45.0 Wkly Avg | 60.0 |
Total Suspended Solids Minimum % Removal (%) | Report Min Mo Avg | XXX | XXX | XXX | 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 |
Nitrate-Nitrite as N | Report | Report | XXX | Report | Report | XXX |
Nitrate-Nitrite as N (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Nitrogen | Report | Report | XXX | Report | Report | XXX |
Total Nitrogen (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Nitrogen (Total Load, lbs) (lbs) Effluent Net | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Kjeldahl Nitrogen | Report | Report | XXX | Report | Report | XXX |
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Phosphorus | Report | Report | XXX | Report | Report | XXX |
Total Phosphorus (Total Load, lbs) (lbs) Effluent Net | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Total Phosphorus (Total Load, lbs) (lbs) | Report Total Mo | XXX | XXX | XXX | XXX | XXX |
Cobalt, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Iron, Total (ug/L) | Report | Report | XXX | Report | Report | 3,750.0 |
Lead, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Manganese, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Nickel, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Carbon Tetrachloride (ug/L) | Report | Report | XXX | Report | Report | XXX |
Dichlorobromomethane (ug/L) | Report | Report | XXX | Report | Report | XXX |
Chloroform (ug/L) | Report | Report | XXX | Report | Report | XXX |
Trichloroethylene (ug/L) | Report | Report | XXX | Report | Report | XXX |
The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Magnesium, Total | Report Avg Qrtly | Report | XXX | Report Avg Qrtly | Report | XXX |
The proposed effluent limits for (stormwater) Outfall Nos. 015—020 are based on a design flow of 0 MGD.—Interim 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 Min | XXX | XXX | 9.0 |
Total Suspended Solids | XXX | XXX | XXX | XXX | XXX | Report |
Oil and Grease | XXX | XXX | XXX | XXX | XXX | 30.0 |
Iron, Total (ug/L) | XXX | XXX | XXX | XXX | XXX | Report |
The proposed effluent limits for Raw Sewage 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 Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Flow (MGD) | Report | Report | XXX | XXX | XXX | XXX |
Biochemical Oxygen Demand (BOD5) | Report | Report | XXX | Report | Report | XXX |
Total Suspended Solids | Report | Report | XXX | Report | Report | XXX |
Aluminum, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Iron, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
Iron, Dissolved (ug/L) | Report | Report | XXX | Report | Report | XXX |
Manganese, Total (ug/L) | Report | Report | XXX | Report | Report | XXX |
In addition, the permit contains the following major special conditions:
• Chesapeake Bay; Schedule of Compliance (CBOD5, Ammonia-N, DO, TSS, and TRC), Maximizing Treatment at Existing POTW; Combined Sewer Overflows (CSOs); POTW Pretreatment Program Development and Implementation; Solids Management; WQBELs for Toxic Pollutants; Whole Effluent Toxicity (WET); Requirements Applicable to Stormwater Outfalls; Stormwater Prohibition (Separated Sewer System Sheds); Necessary Property Rights; Residuals Management; Chlorine Minimization; Dry Stream; CSBR Batch Discharge; Responsible Certified Operator and DMR/EDMR Reporting; New WWTP O&M Plan; High Flow Management Plan (HFMP); Quarterly WET Tests for First Year of Permit Term; POTW Operator; Sampling on request; and WQBELs below Quantitation Limits
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.
Northeast Regional Office
PAS232213, Storm Water, SIC Code 2841, 2842, Royal Chemical C. Ltd, 1336 Crowe Road, East Stroudsburg, PA 18301-1105. Facility Name: Royal Chemical Co. Ltd Plant. This existing facility is located in Stroud Township, Monroe 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), Brodhead Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-E and is classified for 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 | Average Monthly | Daily Maximum | IMAX |
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 |
Nitrate-Nitrite as N | XXX | XXX | XXX | XXX | Report | XXX |
Total Nitrogen | XXX | XXX | XXX | XXX | Report | XXX |
Total Phosphorus | XXX | XXX | XXX | XXX | Report | XXX |
Aluminum, 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 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 Maximum | IMAX |
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 |
Nitrate-Nitrite as N | XXX | XXX | XXX | XXX | Report | XXX |
Total Nitrogen | XXX | XXX | XXX | XXX | Report | XXX |
Total Phosphorus | XXX | XXX | XXX | XXX | Report | XXX |
Aluminum, 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 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.
Northwest Regional Office
PA0103861, Sewage, SIC Code 6515, Steve Zoccoli, 2575 Ben Franklin Highway, Edinburg, PA 16116-4401. Facility Name: Zoccoli MHP. This existing facility is located in Mahoning Township, Lawrence 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, an Unnamed Tributary to the Shenango River (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.005 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Average Monthly | Maximum | IMAX |
Flow (MGD) | Report | Report Daily Max | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 4.0 Inst Min | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | XXX | 1.6 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | XXX | XXX | XXX | 25.0 | XXX | 50 |
Total Suspended Solids | XXX | XXX | XXX | 30.0 | XXX | 60 |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
E. Coli (No./100 ml) | XXX | XXX | XXX | XXX | XXX | Report |
Total Nitrogen | XXX | XXX | XXX | Report | XXX | XXX |
Ammonia-Nitrogen Nov 1 - Apr 30 | XXX | XXX | XXX | 25.0 | XXX | 50 |
May 1 - Oct 31 | XXX | XXX | XXX | 9.0 | XXX | 18 |
Total Phosphorus | XXX | XXX | XXX | Report | XXX | XXX |
In addition, the permit contains the following major special conditions:
• Solids Management
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0222429, Sewage, SIC Code 4932, Pilot Travel Center LLC, 5508 Lonas Drive, Knoxville, TN 37909-3221. Facility Name: Pilot Travel Center 081. This existing facility is located at 2010 New Castle Road, Portersville, PA 16051-1206 in Muddycreek Township, Butler 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), Muddy Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .05 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Average Monthly | Maximum | IMAX |
Flow (MGD) | Report | XXX | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 4.0 Inst Min | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | XXX | 1.6 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) Nov 1 - Apr 30 | XXX | XXX | XXX | 25.0 | XXX | 50 |
May 1 - Oct 31 | XXX | XXX | XXX | 20.0 | XXX | 40 |
Total Suspended Solids | XXX | XXX | XXX | 30 | XXX | 60 |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
Ammonia-Nitrogen Nov 1 - Apr 30 | XXX | XXX | XXX | Report | XXX | XXX |
May 1 - Oct 31 | XXX | XXX | XXX | 15.0 | XXX | 30 |
E. Coli (No./100 ml) | XXX | XXX | XXX | XXX | XXX | Report |
Total Nitrogen | XXX | XXX | XXX | Report Avg Qrtly | XXX | XXX |
Total Phosphorus | XXX | XXX | XXX | Report Avg Qrtly | XXX | XXX |
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0271594, Sewage, SIC Code 8800, Gail Kline, 859 Lake Lucy Road, Tionesta, PA 16353-2123. Facility Name: Gail Kline SRSTP. This existing facility is located in Washington Township, Clarion 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 East Branch Hemlock Creek (EV), is located in State Water Plan watershed 16-E and is classified for Exceptional Value Waters, 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 Average | Maximum | IMAX |
Flow (GPD) | Report Annl Avg | XXX | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | XXX | XXX | XXX | 10.0 | XXX | 20.0 |
Total Suspended Solids | XXX | XXX | XXX | 10.0 | XXX | 20.0 |
Fecal Coliform (No./100 ml) | XXX | XXX | XXX | 200 | XXX | XXX |
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Northwest Regional Office
PA0295779, Sewage, SIC Code 4952, Kay Launer, 2480 Keller Road, Warren, PA 16365-8717. Facility Name: Kay Launer SFTF. This proposed facility is located in Conewango Township, Warren County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SFTF sewage.
The receiving stream(s), Scott Run (CWF), is located in State Water Plan watershed 16-B 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 .0008 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Annual Average | Maximum | IMAX |
Flow (GPD) | Report Annl Avg | XXX | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Biochemical Oxygen Demand (BOD5) | XXX | XXX | XXX | 10.0 | XXX | 20 |
Total Suspended Solids | XXX | XXX | XXX | 10.0 | XXX | 20 |
Fecal Coliform (No./100 ml) | XXX | XXX | XXX | 200 | XXX | XXX |
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0232556, Concentrated Animal Feeding Operation (CAFO), Country View Family Farms LLC (Smiling Porker Farm), 1301 Fulling Mill Road, Middletown, PA 17507.
Country View Family Farms LLC has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Smiling Porker Farm, located in Pine Township, Lycoming County.
The CAFO is situated near Unnamed Tributary to Hughes Run (EV (existing use)) in Watershed 9-A, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 3,247.90 animal equivalent units (AEUs) consisting of 5,387 Gestating Sow, 2,360 Swine Grow Finish, 960 Sow and Litter, and 15 Boar. Liquid swine manure is stored onsite in two deep underbarn concrete manure storages. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.
The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Southcentral Regional Office
PA0262021, Concentrated Animal Feeding Operation (CAFO), Joshua T Akers (Joshua Akers Duck CAFO), 590 Church Road, Quarryville, PA 17566-9790.
Joshua T Akers has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Joshua Akers Duck CAFO, located in East Drumore Township, Lancaster County.
The CAFO is situated near Unnamed Tributary to McFarlands Run (HQ-CWF, MF) in Watershed 7-K, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 113.93 animal equivalent units (AEUs) consisting of 19,000 Duck Starters, 19,000 Duck Finishers, 18 Beef Cow, and 18 Beef Calf. Liquid manure is stored onsite in an HDPE-lined Lagoon. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.
Southeast Regional Office
PA0052434, Sewage, SIC Code 4952, Coventry Crossing Apartments STP, 3843 West Chester Pike, Newtown Square, PA 19073-2304. Facility Name: Coventry Crossing Apartments STP. This existing facility is located in Chester Heights Borough, Delaware 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 West Branch Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .04 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Average Monthly | Maximum | IMAX |
Flow (MGD) | Report | Report Daily Max | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 6.0 Inst Min | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.04 | XXX | 0.1 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) Nov 1 - Apr 30 | 6.7 | XXX | XXX | 20 | XXX | 40 |
May 1 - Oct 31 | 3.3 | XXX | XXX | 10 | XXX | 20 |
Total Suspended Solids | 3.3 | XXX | XXX | 10 | XXX | 20 |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
Total Nitrogen | XXX | XXX | XXX | Report | XXX | XXX |
Ammonia-Nitrogen Nov 1 - Apr 30 | 1.7 | XXX | XXX | 5.1 | XXX | 10.2 |
May 1 - Oct 31 | 0.6 | XXX | XXX | 1.7 | XXX | 3.4 |
Total Phosphorus Nov 1 - Apr 30 | 0.7 | XXX | XXX | 2.0 | XXX | 4 |
May 1 - Oct 31 | 0.3 | XXX | XXX | 1.0 | XXX | 2 |
In addition, the permit contains the following major special conditions:
• No Stormwater
• Necessary Property Rights
• Proper Sludge Disposal
• Abandon STP when Municipal Sewers Available
• Chlorine Minimization
• Small Stream Discharge
• Operator Notification
• Fecal Coliform Reporting
• Solids Management
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA Waiver is in effect.
Southeast Regional Office
PA0057789, Sewage, SIC Code 6712, BPG Office VI River Park II, LP, 322 A Street, Wilmington, DE 19801. Facility Name: River Park STP. This existing facility is located in Whitemarsh Township, Montgomery County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Unnamed Tributary to Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-F and is classified for 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 of0 .015 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Average Monthly | Maximum | IMAX |
Carbonaceous Biochemical Oxygen Demand (CBOD5) Raw Sewage Influent | XXX | XXX | XXX | Report Avg Qrtly | XXX | XXX |
Total Suspended Solids Raw Sewage Influent | XXX | XXX | XXX | Report Avg Qrtly | XXX | XXX |
E. Coli (No./100 ml) | XXX | XXX | XXX | XXX | XXX | Report |
Total Nitrogen | XXX | XXX | XXX | Report Avg Qrtly | XXX | XXX |
Total Phosphorus | XXX | XXX | XXX | Report Avg Qrtly | XXX | XXX |
The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Average Monthly | Maximum | IMAX |
Flow (MGD) | Report | Report Daily Max | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 4.0 Inst Min | Report | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | XXX | 1.2 |
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 | 200.0 Geo Mean | XXX | 1,000.0 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
Ammonia-Nitrogen | XXX | XXX | XXX | 20.0 | XXX | 40 |
In addition, the permit contains the following major special conditions:
• No stormwater from pavements, roofs, area ways shall be admitted to sanitary sewers
• Proper disposal of collected screenings, slurries, sludges and other solids
• Permittee shall optimize chlorine dosages to minimize TRC in effluent
• Permittee shall notify DEP of operator in responsible charge
• Permittee shall develop and maintain operations and maintenance (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.
Southeast Regional Office
PA0244031, Sewage, SIC Code 4952, Chadds Ford Township Sewer Authority, 10 Ring Road, Chadds Ford, PA 19317-0628. Facility Name: Turners Mill STP. This existing facility is located in Chadds Ford Township, Delaware 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), Harvey Run (WWF, MF), is located in State Water Plan watershed 3-H 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 .21 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Daily Minimum | Average Monthly | Weekly Average | IMAX |
Flow (MGD) | Report | Report Daily Max | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 6.0 Inst Min | XXX | XXX | XXX |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | XXX | 1.2 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | 17.5 | 26.0 | XXX | 10.0 | 15.0 | 20 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) Raw Sewage Influent | Report | Report | XXX | Report | Report | XXX |
Biochemical Oxygen Demand (BOD5) Raw Sewage Influent | Report | Report | XXX | Report | Report | XXX |
Total Suspended Solids Raw Sewage Influent | Report | Report | XXX | Report | Report | XXX |
Total Suspended Solids | 17.5 | 26.0 | XXX | 10.0 | 15.0 | 20 |
Fecal Coliform (No./100 ml) | XXX | XXX | XXX | 50 Geo Mean | XXX | 1,000 |
E. Coli (No./100 ml) | XXX | XXX | XXX | XXX | XXX | Report |
Ultraviolet light intensity (mW/cm2) | XXX | XXX | Report | XXX | XXX | XXX |
Nitrate-Nitrite as N | Report | XXX | XXX | Report | XXX | XXX |
Total Nitrogen | 66.7 | XXX | XXX | 38.0 | XXX | 76 |
Ammonia-Nitrogen Nov 1 - Apr 30 | 7.8 | XXX | XXX | 4.5 | XXX | 9 |
May 1 - Oct 31 | 2.6 | XXX | XXX | 1.5 | XXX | 3 |
Total Kjeldahl Nitrogen | Report | XXX | XXX | Report | XXX | XXX |
Total Phosphorus | 1.75 | XXX | XXX | 1.0 | XXX | 2 |
In addition, the permit contains the following major special conditions:
I. Other Requirements
A. Responsible Operator
B. Public Nuisance
C. No Stormwater
D. Property Rights
E. Change of ownership
F. TRC Minimization
G. Sludge removal
H. Act 11
I. IMAX limits
J. O&M Plan
K. Lab Certification
L. DRBC Fecal Coliform
M. No Hauled-in Wastes
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.
Southeast Regional Office
PA0244511, Sewage, SIC Code 8811, Melissa & John Richardson, 177 Creamery Road, Coatesville, PA 19320-1716. Facility Name: Richardson SRSTP. This existing facility is located in West Caln Township, Chester 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 West Branch Brandywine Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-H 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 .0005 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Annual Average | Maximum | IMAX |
Flow (MGD) | Report Annl Avg | XXX | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 6.0 Inst Min | XXX | XXX | XXX |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | XXX | XXX | XXX | 20.0 | XXX | 40 |
Total Suspended Solids | XXX | XXX | XXX | 10.0 | XXX | 20 |
Fecal Coliform (No./100 ml) | XXX | XXX | XXX | 200 | XXX | XXX |
Ammonia-Nitrogen | XXX | XXX | XXX | 9.0 | XXX | 18 |
In addition, the permit contains the following major special conditions:
• AMR
• DMR
• Depth of sewage
• Tank pumped
• TRC minimization
• No stormwater
• Property rights
• Solid waste disposal
• Municipal sewage facilities
• UV disinfection
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.
Southeast Regional Office
PAI130062, MS4, Kennett Township, Chester County, 801 Burrows Run Road, Chadds Ford, PA 19317-9219.
The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in, Chester County. The receiving stream(s), Bennetts Run (WWF, MF), East Branch Red Clay Creek (TSF, MF), Unnamed Tributary of Burrows Run (CWF, MF), Unnamed Tributary to Burrows Run (CWF, MF), Bucktoe Creek (TSF, MF), Burroughs Brook (CWF, MF), Craigs Mill Run (WWF, MF), Ring Run (WWF, MF), Unnamed Tributary to East Branch Red Clay Creek (TSF, MF), West Branch Red Clay Creek (TSF, MF), Unnamed Tributary to Burroughs Brook (CWF, MF), Unnamed Tributary to Mill Creek (WWF, MF), Unnamed Tributary to West Branch Red Clay Creek (TSF, MF), Burrows Run (CWF, MF), and Unnamed Tributary of East Branch Red Clay Creek (TSF, MF), is located in State Water Plan watershed 3-I and 3-H and is classified for Trout Stocking, Migratory Fishes, Cold Water Fishes, and Warm Water Fishes, 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 Total Maximum Daily Load (TMDL) Plan
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.
The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.
Southwest Regional Office
PA0094544, Sewage, SIC Code 4952, Leskinen Enterprises Inc., 151 Tent Church Road, Uniontown, PA 15401-6801. Facility Name: Somerfield South Recreation Area STP. This existing facility is located in Addison Township, Somerset 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, Youghiogheny River Reservoir (WWF), is located in State Water Plan watershed 19-E and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .00135 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Average Weekly | Minimum | Average Monthly | Maximum | IMAX |
Flow (MGD) | Report | XXX | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | XXX | 1.6 |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | XXX | XXX | XXX | 25.0 | XXX | 50.0 |
Total Suspended Solids | XXX | XXX | XXX | 30.0 | XXX | 60.0 |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
In addition, the permit contains the following major special conditions:
A. AMR to DEP
B. DMR to DEP
C. Septage and Scum Measurement
D. Septic Tank Pumping
E. Chlorine Optimization
F. No Stormwater Condition
G. Acquire Necessary Property Rights
H. Proper Sludge Disposal
I. Abandon STP if Municipal Sewers Available
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.
Southwest Regional Office
PA0218316, Sewage, SIC Code 4952, Dunbar Township Municipal Authority, Fayette County, 1257 University Drive, Dunbar, PA 15431-0815. Facility Name: Dunbar Township Municipal Authority STP. This existing facility is located in Dunbar Township, Fayette 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 (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Daily Minimum | Average Monthly | Weekly Average | IMAX |
Total Nitrogen | XXX | XXX | XXX | Report Daily Max | XXX | XXX |
Total Phosphorus | XXX | XXX | XXX | Report Daily Max | XXX | XXX |
The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Daily Minimum | Average Monthly | Weekly Average | 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 0.45 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Weekly Average | Daily Minimum | Average Monthly | Weekly Average | IMAX |
Flow (MGD) | Report | XXX | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 Inst Min | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 5.0 Inst Min | XXX | XXX | XXX |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | 93.0 | 142.0 | XXX | 25.0 | 38.0 | 50 |
Biochemical Oxygen Demand (BOD5) Raw Sewage Influent | Report | Report | XXX | Report | Report | XXX |
Total Suspended Solids | 112.0 | 168.0 | XXX | 30 | 45 | 60 |
Total Suspended Solids Raw Sewage Influent | Report | Report | XXX | Report | Report | XXX |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
Ultraviolet light transmittance (%) | XXX | XXX | Report | XXX | XXX | XXX |
Ammonia-Nitrogen | 93 | XXX | XXX | 25.0 | XXX | 50 |
In addition, the permit contains the following major special conditions:
• None
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.
Southwest Regional Office
PA0285293, Sewage, SIC Code 8800, Sara Godley, 226 Rankin Road, Washington, PA 15301-3182. Facility Name: Godley Properties SRSTP. This proposed facility is located in South Strabane Township, Washington 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 of Little Chartiers Creek (HQ-WWF), is located in State Water Plan watershed 20-F and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 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 Min | XXX | XXX | 9.0 |
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 Geo Mean | XXX | XXX |
Ammonia-Nitrogen Nov 1 - Apr 30 | XXX | XXX | XXX | 15.0 | XXX | 30.0 |
May 1 - Oct 31 | XXX | XXX | XXX | 5.0 | XXX | 10.0 |
In addition, the permit contains the following major special conditions:
Part C
II. ULTRAVIOLET (UV) DISINFECTION
The UV disinfection contact surface must be cleaned at least monthly to ensure adequate disinfection. The AMR must include the date(s) that the UV contact surface is cleaned.
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.
Southwest Regional Office
PA0000892, Industrial, SIC Code 3356, Westinghouse Electric Co., 559 Westinghouse Road, Blairsville, PA 15717-4130. Facility Name: Westinghouse Electric Specialty Metals Plant Blairsville. This existing facility is located in Derry Township, Westmoreland 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), Conemaugh River (WWF), is located in State Water Plan watershed 18-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for IMP 101 are based on a design flow of 0.09 MGD.—Interim Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Instant. Minimum | Average Monthly | Daily Maximum | IMAX |
Flow (MGD) | Report | Report | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 7.5 | XXX | XXX | 9.0 |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | 1.0 | 1.25 |
Total Suspended Solids | 31.9 | 67.1 | XXX | 12.0 | 15.0 | 18.75 |
Oil and Grease | 19.6 | 32.7 | XXX | 10.0 | 10.0 | XXX |
Ammonia-Nitrogen | 13.8 | 31.5 | XXX | 58.6 | 133.3 | 166.6 |
Aluminum, Total | XXX | XXX | XXX | Report | Report | XXX |
Chromium, Total | 0.0425 | 0.104 | XXX | 0.15 | 0.37 | 0.46 |
Cyanide, Total | 0.0283 | 0.0684 | XXX | 0.08 | 0.2 | 0.25 |
Fluoride, Total | 6.23 | 14.0 | XXX | 26.4 | 59.5 | 74.4 |
Iron, Total | XXX | XXX | XXX | Report | Report | XXX |
Manganese, Total | XXX | XXX | XXX | Report | Report | XXX |
Nickel, Total | 0.300 | 0.454 | XXX | 0.37 | 0.55 | 0.69 |
PFOA (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
PFOS (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
PFBS (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
HFPO-DA (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
The proposed effluent limits for IMP 101 are based on a design flow of 0.09 MGD.—Final Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Instant. Minimum | Average Monthly | Daily Maximum | IMAX |
Flow (MGD) | Report | Report | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 7.5 | XXX | XXX | 9.0 |
Total Residual Chlorine (TRC) | XXX | XXX | XXX | 0.5 | 1.0 | 1.25 |
Total Suspended Solids | 31.9 | 67.1 | XXX | 12.0 | 15.0 | 18.75 |
Oil and Grease | 19.6 | 32.7 | XXX | 10.0 | 10.0 | XXX |
Ammonia-Nitrogen | 13.8 | 31.5 | XXX | 58.6 | 133.3 | 166.6 |
Aluminum, Total | XXX | XXX | XXX | 0.75 | 0.75 | XXX |
Chromium, Total | 0.0425 | 0.104 | XXX | 0.15 | 0.37 | 0.46 |
Cyanide, Total | 0.0283 | 0.0684 | XXX | 0.08 | 0.2 | 0.25 |
Fluoride, Total | 6.23 | 14.0 | XXX | 26.4 | 59.5 | 74.4 |
Iron, Total | XXX | XXX | XXX | 1.5 | 3.0 | XXX |
Manganese, Total | XXX | XXX | XXX | 1.0 | 2.0 | XXX |
Nickel, Total | 0.300 | 0.454 | XXX | 0.37 | 0.55 | 0.69 |
PFOA (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
PFOS (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
PFBS (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
HFPO-DA (ng/L) | XXX | XXX | XXX | XXX | Report | XXX |
The proposed effluent limits for IMP 201 are based on a design flow of 0.0037 MGD.—Interim Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Instant. Minimum | Average Monthly | Daily Maximum | IMAX |
Flow (MGD) | Report | Report | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | Report | XXX | XXX | XXX |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | XXX | XXX | XXX | 25.0 | XXX | 50.0 |
Total Suspended Solids | XXX | XXX | XXX | 30.0 | XXX | 60.0 |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
Ultraviolet light transmittance (%) | XXX | XXX | XXX | Report | XXX | Report |
Total Nitrogen | XXX | XXX | XXX | Report | XXX | XXX |
Ammonia-Nitrogen | XXX | XXX | XXX | 25.0 | XXX | 50.0 |
Total Phosphorus | XXX | XXX | XXX | Report | XXX | XXX |
Aluminum, Total | XXX | XXX | XXX | Report | Report | XXX |
Iron, Total | XXX | XXX | XXX | Report | Report | XXX |
Manganese, Total | XXX | XXX | XXX | Report | Report | XXX |
The proposed effluent limits for IMP 201 are based on a design flow of .0037 MGD.—Final Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Instant. Minimum | Average Monthly | Daily Maximum | IMAX |
Flow (MGD) | Report | Report | XXX | XXX | XXX | XXX |
pH (S.U.) | XXX | XXX | 6.0 | XXX | XXX | 9.0 |
Dissolved Oxygen | XXX | XXX | 4.0 | XXX | XXX | XXX |
Carbonaceous Biochemical Oxygen Demand (CBOD5) | XXX | XXX | XXX | 25.0 | XXX | 50.0 |
Total Suspended Solids | XXX | XXX | XXX | 30.0 | XXX | 60.0 |
Fecal Coliform (No./100 ml) Oct 1 - Apr 30 | XXX | XXX | XXX | 2,000 Geo Mean | XXX | 10,000 |
May 1 - Sep 30 | XXX | XXX | XXX | 200 Geo Mean | XXX | 1,000 |
Ultraviolet light transmittance (%) | XXX | XXX | XXX | Report | XXX | Report |
Total Nitrogen | XXX | XXX | XXX | Report | XXX | XXX |
Ammonia-Nitrogen | XXX | XXX | XXX | 25.0 | XXX | 50.0 |
Total Phosphorus | XXX | XXX | XXX | Report | XXX | XXX |
Aluminum, Total | XXX | XXX | XXX | Report | Report | XXX |
Iron, Total | XXX | XXX | XXX | Report | Report | XXX |
Manganese, Total | XXX | XXX | XXX | Report | Report | XXX |
The proposed effluent limits for IMP 301 are based on a design flow of 0.0098 MGD.—Limits.
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Instant. Minimum | Average Monthly | Daily Maximum | IMAX |
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 | 30.0 | XXX | 60.0 |
Oil and Grease | XXX | XXX | XXX | 15.0 | XXX | 30.0 |
Aluminum, Total | XXX | XXX | XXX | Report | Report | XXX |
Iron, Dissolved | XXX | XXX | XXX | XXX | XXX | 7.0 |
Iron, Total | XXX | XXX | XXX | Report | Report | XXX |
Manganese, Total | XXX | XXX | XXX | Report | Report | XXX |
Trichloroethylene | XXX | XXX | XXX | 0.072 | XXX | 0.144 |
The proposed effluent limits for Outfall 002:
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Total Suspended Solids | XXX | XXX | XXX | XXX | Report | XXX |
Oil and Grease | XXX | XXX | XXX | XXX | Report | XXX |
Total Nitrogen | XXX | XXX | XXX | XXX | Report | XXX |
Total Phosphorus | XXX | XXX | XXX | XXX | Report | XXX |
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 |
Trichloroethylene (ug/L) | XXX | XXX | XXX | XXX | Report | XXX |
The proposed effluent limits for Outfall 003:
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Total Suspended Solids | XXX | XXX | XXX | XXX | Report | XXX |
Oil and Grease | XXX | XXX | XXX | XXX | Report | XXX |
Total Nitrogen | XXX | XXX | XXX | XXX | Report | XXX |
Total Phosphorus | XXX | XXX | XXX | XXX | Report | XXX |
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 |
Trichloroethylene (ug/L) | XXX | XXX | XXX | XXX | Report | XXX |
The proposed effluent limits for Outfall 004:
Mass Units (lbs/day) | Concentrations (mg/L) | |||||
---|---|---|---|---|---|---|
Parameters | Average Monthly | Daily Maximum | Minimum | Average Monthly | Daily Maximum | IMAX |
Total Suspended Solids | XXX | XXX | XXX | XXX | Report | XXX |
Oil and Grease | XXX | XXX | XXX | XXX | Report | XXX |
Total Nitrogen | XXX | XXX | XXX | XXX | Report | XXX |
Total Phosphorus | XXX | XXX | XXX | XXX | Report | XXX |
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 |
Trichloroethylene (ug/L) | XXX | XXX | XXX | XXX | Report | XXX |
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is not in effect.
Southcentral Regional Office
Applicant: Ben Metzler
Applicant Address: 933 Bryansville Road, Delta, PA 17314
Application Number: PAD670111
Application Type: New
Municipality/County: Peach Bottom Township, York County
Project Site Name: Ben Metzler Ag Operation
Total Earth Disturbance Area (acres): 5.65 acres
Surface Waters Receiving Stormwater Discharges: UNT to Neill Run (CWF) via EV Wetlands
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: New poultry operation with poultry barn, manure storage, egg room, and gravel driveways.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southcentral Regional Office
Applicant: US Army Garrison—Carlisle Barricks
Applicant Address: 330 Engineer Ave, Carlisle, PA 17013
Application Number: PAD210028 A-4
Application Type: Major Amendment
Municipality/County: Middlesex Township, North Middleton Township, Carlisle Borough, Cumberland County
Project Site Name: Army War College (Root Hall) and Bliss Hall Demolition, Carlisle Barricks, PA
Total Earth Disturbance Area (acres): 3.2 acres
Surface Waters Receiving Stormwater Discharges: Letort Spring Run (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Demolition of Root Hall and Bliss Hall.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southcentral Regional Office
Applicant: Lis Construction Inc.
Applicant Address: 601 Penn Avenue, West Reading, PA 19611-1123
Application Number: PAD060091
Application Type: New
Municipality/County: Kenhorst Borough, Berks County
Project Site Name: Wingate Terrace
Total Earth Disturbance Area (acres): 9.9 acres
Surface Waters Receiving Stormwater Discharges: Angelica Creek (CWF, MF) and Angelica Creek (CWF, MF) via EV Wetlands
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Subdivision with 32 Single Family Homes.
Special Conditions: Wetland Monitoring Criteria
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Northeast Regional Office
Applicant: PNK P1, LLC
Applicant Address: 17 State Street, Suite 3930, New York, NY 10004-1553
Application Number: PAD350052
Application Type: New
Municipality/County: Archbald Borough, Lackawanna County
Project Site Name: Valley View Business Park Lot 30
Total Earth Disturbance Area (acres): 29.59 acres
Surface Waters Receiving Stormwater Discharges: UNT to Grassy Island Creek (HQ-CWF, MF), UNT to Laurel Run Creek (CWF, MF) and EV Wetlands
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The project involves the construction of a 346,830 square foot warehouse with site improvements such as stormwater management facilities, utility connections/extensions, parking, retaining walls, landscaping, etc., in Archbald Borough, Lackawanna County, PA.
Special Conditions: Potential Impacts to EV Wetlands. 1. The permittee shall monitor water table elevations daily at each monitoring well identified in the approved PCSM Plan for EV wetlands for a minimum of five years. Reports providing water table elevations shall be submitted to DEP every six months, beginning in (October of the 2nd year of coverage). These reports shall be submitted by October 31st and April 30th each year. All monitoring wells should confirm the presence of a water table no deeper than 12-inches below the ground surface for a period of at least 14 consecutive days during the growing season (April 1—October 1 annually) at a minimum frequency of 3 of the 5 monitoring years, unless a longer timeframe for monitoring is extended by DEP in writing. If a water table is not observed at the previously stated depth and/or for a duration of at least 14 consecutive days in 3 of 5 monitoring years (or in accordance with an alternate monitoring timeframe approved by DEP in writing), the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates otherwise and DEP concurs that the project did not adversely impact the wetland. 2. The permittee shall provide DEP with a running comparison of monitoring data for pre-construction and post-construction monitoring every six months, beginning in (October of the 3rd year after the date of coverage). These monitoring data reports shall be submitted by October 31st and April 30th each year. If the ground water table elevation is found to be lower in post-construction monitoring for the same time period, the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates the cause is unrelated to the project and DEP concurs that the project did not adversely impact the wetland. 3. The permittee shall delineate the boundaries of the EV wetlands in the years (5 years from date of coverage) and (7 years from the date of coverage) using the Army Corps of Engineers' 1987 Wetland Delineation Manual and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). These wetland delineations shall be submitted to DEP on or before April 30th in the 5th year of permit coverage and on or before the permit expiration or termination date of this permit or the 7th year of permit coverage whichever is sooner, unless an alternate timeframe for submission of these delineations is approved by DEP in writing. Boundaries shall be surveyed and compared to the boundaries outlined on the approved plans. The data shall be submitted to DEP on or before April 30th of each year, beginning in (October of the 3rd year after the date of coverage). If a reduction in size of the wetland of greater than 0.05 acre is observed, the wetland will be considered adversely impacted by the project, unless a clear and unrelated cause of the reduction in size is demonstrated and DEP concurs that the project did not adversely impact the wetland. 4. The permittee shall provide reports identifying plant species in the EV wetlands during the growing season once a year for five years beginning in (April of the 3rd year after the date of coverage). Any observed reduction in the number of different species having a wetland indicator status of (identify indicator status appropriate for the wetland in question) shall be clearly identified in the report. If a reduction is observed, the wetland will be considered adversely impacted by the project unless another clear cause of the reduction in diversity is identified and DEP concurs that the project did not adversely impact the wetland. 5. The permittee shall inspect monitoring wells, including water level loggers, at least monthly to ensure that they are not damaged and are functioning properly. If a damaged or malfunctioning well is identified, DEP shall be contacted immediately in writing, and the well shall be restored to its design specifications within two weeks, unless weather conditions do not permit and/or is otherwise extended in writing by DEP. 6. In the event that the water table falls below the bottom of a monitoring well and the water level logger in that well becomes inoperable, the well shall be inspected at a minimum of once every two weeks and the data logger shall be re-installed once the water table is again observed in the well. 7. DEP may require the monitoring period to be extended to confirm or disprove potential adverse impacts to EV wetlands. DEP will review the monitoring information submitted by the permittee and if DEP determines that the EV wetlands have been adversely impacted, the permittee shall submit to DEP for review and approval a narrative identifying the cause(s) of the impact and plans to correct it within 3 months after DEP has determined that the wetlands have been adversely impacted. If the cause(s) cannot be identified or if correction of the impact is deemed infeasible, the permittee shall submit to DEP for review and approval plans and a schedule to create (identify required mitigation area) acres of (identify the wetland mitigation required) wetlands in or along the floodplain of (identify the receiving stream) or one of its tributaries within 6 months of DEP's determination of an adverse impact, unless an alternate location for wetland creation is approved and/or this deadline is extended in writing by DEP. Construction of the replacement wetlands shall begin no later than one year after DEP's determination of an adverse impact, unless an alternate deadline is established in writing by DEP.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southeast Regional Office
Applicant: RCM VIII LLC
Applicant Address: 171 State Route 173, Suite 201, Asbury, NJ 08802-1365
Application Number: PAD460089
Application Type: New
Municipality/County: Horsham Township, Montgomery County
Project Site Name: 853 W. County Line Road Warehouse Development
Total Earth Disturbance Area (acres): 28.20 acres
Surface Waters Receiving Stormwater Discharges: Park Creek (WWF-MF), UNT to Park Creek (WWF-MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The proposed development includes the construction of a 100,000 SF warehouse and a 224,000 SF warehouse. Additional improvements include lighting, landscaping, grading, walkways, driveways, utilities, parking and associated items.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Northeast Regional Office
Applicant: 178 West Main, LP, c/o Rudy Amelio
Applicant Address: 1348 Hamilton Street, Allentown, PA 18102
Application Number: PAD390213 A-3
Application Type: Renewal & Major Amendment
Municipality/County: Macungie Borough, Lehigh County.
Project Site Name: Main Street Commons—Ph II—Major Amendment (Mavis Tire)
Total Earth Disturbance Area (acres): 6.0 acres
Surface Waters Receiving Stormwater Discharges: Swabia Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Development of an express car wash, commercial storage facility, tire repair facility, extension of cul-de-sac for site, and stormwater controls.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: 1600 Freemansburg Associates, LLC
Applicant Address: 300 Conshohocken State Road, Suite 250, West Conshohocken, PA 19428-3801
Application Number: PAD480141 A-2
Application Type: Major Amendment
Municipality/County: Bethlehem Township, Freemansburg Borough, Northampton County
Project Site Name: Freemansburg Industrial
Total Earth Disturbance Area (acres): 76.10 acres
Surface Waters Receiving Stormwater Discharges: 1. Nancy Run (HQ-CWF, MF), 2. EV Wetlands
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: This project consists of an 866,350 SF proposed warehouse with associated site improvements, 3 rain gardens, and 2 aboveground detention basins used for capture and reuse.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Southcentral Regional Office
Applicant: Alleghenyville Mennonite Church
Applicant Address: 692 Yellow Hill Road, Narvon, PA 17555
Application Number: PAD060101
Application Type: New
Municipality/County: Brecknock Township, Berks County
Project Site Name: Alleghenyville Mennonite Church
Total Earth Disturbance Area (acres): 7.12 acres
Surface Waters Receiving Stormwater Discharges: Sleepy Hollow (HQ-CWF, MF) and UNT to Muddy Creek (HQ-TSF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Church and associated parking and stormwater facilities.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southcentral Regional Office
Applicant: PTV 1373 LLC
Applicant Address: 400 Penn Center Blvd. Building 4, Suite 1000, Pittsburgh, PA 1523.
Application Number: PAD060099
Application Type: New
Municipality/County: Longswamp Township, Berks County
Project Site Name: Dollar General—Mertztown, PA
Total Earth Disturbance Area (acres): 2.80 acres
Surface Waters Receiving Stormwater Discharges: Toad Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construction of a 10,640 square foot retail store with parking and site amenities.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southeast Regional Office
Applicant: Department of the Navy, Public Works Department Pennsylvania
Applicant Address: 4921 South Broad Street, Philadelphia, PA 19112
Application Number: PAD510241
Application Type: New
Municipality/County: City of Philadelphia, Philadelphia County
Project Site Name: Building 77/87 Complex—Philadelphia Navy Yard
Total Earth Disturbance Area (acres): 0.48 acre
Surface Waters Receiving Stormwater Discharges: Delaware River (WWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The Phase 1 project involves the construction of a crash rated perimeter around the Building 77/87 Complex to upgrade the level of protection from selected design basis threats in compliance with DoD/UFC requirements.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Southeast Regional Office
Applicant: Artisan Land Company
Applicant Address: P.O. Box 689, Devon, PA 19333-0689
Application Number: PAD150327
Application Type: New
Municipality/County: East Coventry Township, Chester County
Project Site Name: Village at Fricks Lock
Total Earth Disturbance Area (acres): 63.96 acres
Surface Waters Receiving Stormwater Discharges: UNT to Schuylkill River (HQ-TSF, MF), Schuylkill River (WWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construction of 155-lot subdivision and access roads across multiple parcels. Fricks Lock Road will be re-aligned with project.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Southeast Regional Office
Applicant: Endress & Hauser, Inc.
Applicant Address: 2350 Endress Place, Greenwood, IN 46143
Application Number: PAD230080
Application Type: New
Municipality/County: Edgmont Township, Delaware County
Project Site Name: Endress & Hauser, Inc. Northeast Regional Center
Total Earth Disturbance Area (acres): 11.6 acres
Surface Waters Receiving Stormwater Discharges: Crum Creek (CWF, MF), Plumsock Run Tributary to Ridley Creek (HQ-TSF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Four undeveloped parcels will be combined into one lot. A warehouse/office building will be constructed on the newly formed lot. The neighboring property with the same owner will have a stormwater basin installed. Improvements associated with the development such as grading, onsite parking, and stormwater management facilities will be completed.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.
Southcentral Regional Office
Applicant: M21 Capital, LLC
Applicant Address: 3400 South Blackhorse Road, Parkesburg, PA 19365
Application Number: PA360002D
Application Type: New
Municipality/County: Sadsbury Township, and West Sadsbury Township, Lancaster County and Chester County
Project Site Name: M21 Capital Development
Total Earth Disturbance Area (acres): 3.19 acres
Surface Waters Receiving Stormwater Discharges: Pine Creek (TSF, MF), UNT to Pine Creek (TSF, MF), Pine Creek (TSF, MF) via EV Wetlands and UNT to Pine Creek (TSF, MF) via EV Wetlands
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Construction of a commercial shop and private residential dwelling.
Special Conditions: N/A
You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.
Southwest Regional Office
Applicant: Dustin Bradick
Applicant Address: 447 Narigon Run Road, Claysville, PA 15323
Application Number: PAD630074
Application Type: New
Municipality/County: Independence Township, Washington County
Project Site Name: Bradick Estates
Total Earth Disturbance Area (acres): 4.08 acres
Surface Waters Receiving Stormwater Discharges: UNT to Brush Run (HQ-WWF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: The construction of a single-family residential home, the planned site will consist of a single-family home, new gravel driveway, and stormwater management facilities.
Special Conditions: This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance.
You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.
Northeast Regional Office
Applicant: Navid Hadian
Applicant Address: 6980 Stella Circle, Coopersburg, PA 18036-9740
Application Number: PAD390281
Application Type: New
Municipality/County: Lower Milford Township, Lehigh County
Project Site Name: The Ridings at Saucon Creek—Lot 56 and 57
Total Earth Disturbance Area (acres): 7.04 acres
Surface Waters Receiving Stormwater Discharges: Saucon Creek (HQ-CWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: A 9.0-acre property to be developed into two single family dwellings with a shard driveway and all underground utilities.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
Northeast Regional Office
Applicant: PPL Electric Utilities Corporation
Applicant Address: 1639 Church Road, Allentown, PA 18104
Application Number: PAD480211
Application Type: New
Municipality/County: Lower Mount Bethel Township, Plainfield Township, Upper Nazareth Township, Bushkill Township, Washington Township, Stockertown Borough, Northampton County
Project Site Name: Martins Creek - Nazareth Rebuild (D2) Project
Total Earth Disturbance Area (acres): 411.6 acres
Surface Waters Receiving Stormwater Discharges: UNT to Shoeneck Creek (WWF, MF), UNT to Bushkill Creek (HQ-CWF, MF), Bushkill Creek (HQ-CWF, MF), UNT to Little Bushkill Creek (HQ-CWF, MF), Little Bushkill Creek (HQ-CWF, MF), UNT to Mud Run (CWF, MF), Martins Creek (HQ-CWF, MF), UNT to Little Martins Creek (CWF, MF), UNT to Oughoughton Creek (CWF, MF), UNT to Delaware River (WWF, MF)
Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.
Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.
Project Description: Removal and replacement of approximately 13.4 miles of existing steel and wooden electric transmission poles and electric transmission lines and the installation of new steel monopole electric transmission poles and electric transmission lines. The project includes 2.4 miles of line removal/retirement and 2.6 miles of maintenance work on existing electric transmission poles.
Special Conditions: N/A—No site-specific special conditions proposed.
You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.
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