NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[52 Pa.B. 1748]
[Saturday, March 26, 2022]
THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN WATER ACT This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).
Section Category I Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received II Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs III Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity Section I identifies the following applications and NOIs that have been received by DEP:
• Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.
• General NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.
• All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.
Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.
Section II identifies individual NPDES permit applications received and draft permits issued by DEP relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).
Section III provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.
Applications and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.
Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.
DEP office contact information to review applications and NOIs in Sections I & II and to submit comments for those application and NOIs, when applicable, is as follows:
DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484.250.5910. Email: RA-EPNPDES_SERO@pa.gov.
DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570.826.5472. Email: RA-EPNPDES_NERO@pa.gov.
DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.
DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570.327.3693. Email: RA-EPNPDES_NCRO@pa.gov.
DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.
DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.
DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717.787.5017. Email: RA-EPNPDES_Permits@pa.gov.
DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if the Department determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.
Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania Hamilton Relay Service at (800) 654-5984.
I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office PA0260495 CAFO Individual NPDES Permit Transfer Hershey Springs Farm LLC
2024 Donegal Springs Road
Mount Joy, PA 17552-8906East Donegal Township
Lancaster CountySCRO 0122802 Joint DEP/PFBC Pesticides Permit Amendment Lake Meade Properties
Owners Assoc, Inc.
4 Forrest Drive
East Berlin, PA 17316-9358Latimore Township
Adams CountySCRO 0916823 Joint DEP/PFBC Pesticides Permit Amendment Yardley Corners HOA
501 W Office Center Drive
Suite 220
Fort Washington, PA 19034Lower Makefield Township
Bucks CountySERO 1017801 Joint DEP/PFBC Pesticides Permit Renewal Willow Run HOA
P.O. Box 2304
Butler, PA 16003Center Township
Butler CountyNWRO 1522801 Joint DEP/PFBC Pesticides Permit New Olde Oake Lane HOA
103 Chandler Road
Chadds Ford, PA 19317-9371Pennsbury Township
Chester CountySERO 1722801 Joint DEP/PFBC Pesticides Permit New Miller Andrew
85 Millers Cove Drive
DuBois, PA 15801-8203Brady Township
Clearfield CountyNCRO 2322801 Joint DEP/PFBC Pesticides Permit New Mohn Christopher
108 Harvey Lane
Chadds Ford, PA 19317Chadds Ford Township
Delaware CountySERO 2322802 Joint DEP/PFBC Pesticides Permit New Eastates At Chadds Ford
555 Croton Road
Suite 400
King of Prussia, PA 19406-3124Chadds Ford Township
Delaware CountySERO 2517801 Joint DEP/PFBC Pesticides Permit Renewal Gerald & Heather Harrington
9620 Donation Road
Waterford, PA 16441-4236Summit Township
Erie CountyNWRO 2522801 Joint DEP/PFBC Pesticides Permit New Niagara Pier Condo Association
3645 West Lake Road
Erie, PA 16505Erie City
Erie CountyNWRO 3622801 Joint DEP/PFBC Pesticides Permit New Sherman Thomas
376 Kendig Road
Conestoga, PA 17516-9709Conestoga Township
Lancaster CountySCRO 6513813 Joint DEP/PFBC Pesticides Permit Renewal Rolling Rock Club
P.O. Box 747
Ligonier, PA 15658-0747Ligonier Township
Westmoreland CountySWRO 0686404 Major Sewage Treatment Facility Individual WQM Permit Amendment Reading City
Berks County
503 N 6th Street
Reading, PA 19601-3085Reading City
Berks CountySCRO 2109402 Major Sewage Treatment Facility Individual WQM Permit Amendment Mechanicsburg Borough Cumberland County
36 W Allen Street
Mechanicsburg, PA 17055-6257Mechanicsburg Borough
Cumberland CountySCRO 4818402 Major Sewage Treatment Facility Individual WQM Permit Amendment Bethlehem City
Northampton County
10 East Church Street
Bethlehem, PA 18018Bethlehem City
Northampton CountyNERO PA0110272 Minor Sewage Facility
< 0.05 MGD Individual NPDES PermitTransfer WW Freedom Group, LLC
229 Brook Lane
Tunkhannock, PA 18657-6379Hepburn Township
Lycoming CountyNCRO 2173201 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Comm Refuse Service, LLC
1000 New Ford Mill Road
Morrisville, PA 19067-3704Hopewell Township
Cumberland CountySCRO 2684405 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Jones Estates Walnut
Manor PA, LLC
2310 S Miami Boulevard
Suite 238
Durham, NC 27703-4900Georges Township
Fayette CountySWRO 4179403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer WW Freedom Group, LLC
229 Brook Lane
Tunkhannock, PA 18657-6379Hepburn Township
Lycoming CountyNCRO 4222403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit New Eldred Borough
P.O. Box 270
3 Bennett Street
Eldred, PA 16731-0270Eldred Borough
McKean CountyNWRO 4790402 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment PA DOT Bureau of
Project Delivery
Bureau of Maintenance & Operations
P.O. Box 3060
Harrisburg, PA 17105-3060Liberty Township
Montour CountyNCRO 4790403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment PA DOT Bureau of
Project Delivery
400 North Street
Floor 6
Harrisburg, PA 17120-0064Liberty Township
Montour CountyNCRO 6274403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Wilderness MHP, LLC
100 Mountain Laurel Vlg
Spring Brook Township, PA 18444-6373Pleasant Township
Warren CountyNWRO NNOEXNC21 No Exposure Certification New Truck Lite Co., LLC
310 E Elmwood Avenue
Falconer, NY 14733-1421Wayne Township
Clinton CountyNCRO NNOEXNC22 No Exposure Certification New Truck Lite Co., LLC
310 E Elmwood Avenue
Falconer, NY 14733-1421Coudersport Borough
Potter CountyNCRO NNOEXNC23 No Exposure Certification New Truck Lite Co., LLC
310 E Elmwood Avenue
Falconer, NY 14733-1421Charleston Township
Tioga CountyNCRO NOEXNC171 No Exposure Certification New Amazon Com Service, LLC
P.O. Box 80842
Seattle, WA 98108-0842Clinton Township
Lycoming CountyNCRO NOEXSC288 No Exposure Certification Renewal New Pig Corp
One Pork Avenue
Tipton, PA 16684Allegheny Township
Blair CountySCRO NOEXSE075 No Exposure Certification Transfer Fenzi AGT USA, LLC
498 Acorn Lane
Downingtown, PA 19335-3075Downingtown Borough
Chester CountySERO NOEXSE335 No Exposure Certification New Eye Designs, LLC
220 W 5th Avenue
Trappe, PA 19426-2106Trappe Borough
Montgomery CountySERO PAR216146 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Vesuvius Penn Corp
P.O. Box 97
915 Clyde Street
Wampum, PA 16157-0097Robinson Township
Allegheny CountySWRO PAR218317 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Vesuvius Penn Corp
915 Clyde Street
Wampum, PA 16157-4403Wampum Borough
Lawrence CountyNWRO PAR608311 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Aim Recycling Erie, LLC
1431 East Avenue
Erie, PA 16503-1570Erie City
Erie CountyNWRO PAG043958 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Van Laeys Chad J
2725 Water Street
York, PA 17403-9307York Township
York CountySCRO PAG046360 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Siciliano Michele
48 Scaife Road
Sewickley, PA 15143Sewickley Heights Borough
Allegheny CountySWRO PAG153501 PAG-15 NPDES General Permit for Pesticides Amendment Lake Meade Properties
Owners Assoc, Inc.
4 Forrest Drive
East Berlin, PA 17316-9358Latimore Township
Adams CountySCRO 0603402 Pump Stations Individual WQM Permit Amendment Ontelaunee Township
35 Ontelaunee Drive
Reading, PA 19605-7022Ontelaunee Township
Berks CountySCRO 1022404 Pump Stations Individual WQM Permit New Jtc 1422 Assoc, LP
607 Market Street
Zelienople, PA 16063-1830Zelienople Borough
Butler CountyNWRO 1471403 Pump Stations Individual WQM Permit Amendment Liberty Township
Centre County
149 Main Park Road
Howard, PA 16841-3508Liberty Township
Centre CountyNCRO 5220403 Sewage Treatment Facilities
Individual WQM PermitNew Aqua PA Wastewater, Inc.
1 Aqua Way
White Haven, PA 18661-1115North Union Township
Schuylkill CountyNERO 1407408 Sewer Extensions Individual WQM Permit Amendment PA State University
104A Water Reclamation Fac Admin Bldg
University Park, PA 16801State College Borough
Centre CountyNCRO 5422402 Sewer Extensions Individual WQM Permit New Frackville Area
Municipal Authority
Schuylkill County
P.O. Box 471
42 South Center Street
Frackville, PA 17931-0471Butler Township
Schuylkill CountyNERO 0222400 Single Residence Sewage Treatment Plant
Individual WQM PermitNew McElroy Road, LLC
733 Thompson Run Road
Pittsburgh, PA 15237-3970Franklin Park Borough
Allegheny CountySWRO 1722401 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Spicher Deryk R
25 Spruce Street
Force, PA 15841-1015Huston Township
Clearfield CountyNCRO 1722402 Single Residence Sewage Treatment Plant
Individual WQM PermitNew Frederick R Cleaver Jr & Christine R Cleaver
2244 Egypt Road
Woodland, PA 16881-8815Bradford Township
Clearfield CountyNCRO 6221413 Single Residence Sewage Treatment Plant
Individual WQM PermitNew McMillen Larry
1175 Lanning Hill Road
Sugar Grove, PA 16350-6101Farmington Township
Warren CountyNWRO 6322400 Small Flow Treatment Facility Individual WQM Permit New Stollar James A Jr
362 Armstrong Drive
Washington, PA 15301-7725Canton Township
Washington CountySWRO WQG01222201 WQG-01 WQM General Permit New Cheryl Mishler &
Gerald Mishler
1040 Manada Bottom Road
Harrisburg, PA 17112-8824East Hanover Township
Dauphin CountySCRO WQG016156 WQG-01 WQM General Permit Transfer Siciliano Michele
48 Scaife Road
Sewickley, PA 15143Sewickley Heights Borough
Allegheny CountySWRO WQG01671601 WQG-01 WQM General Permit Transfer Van Laeys Chad J
2725 Water Street
York, PA 17403-9307York Township
York CountySCRO WQG02482201 WQG-02 WQM General Permit New Nazareth Borough
Municipal Authority
Northampton County
872 Tatamy Road
Nazareth, PA 18064-2562Upper Nazareth Township
Northampton CountyNERO WQG02482202 WQG-02 WQM General Permit New Pen Argyl Borough
Municipal Authority
Northampton County
11 N Robinson Avenue
Pob 128
Pen Argyl, PA 18072-1452Pen Argyl Borough
Northampton CountyNERO
II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.
Northcentral Regional Office
PA0233625, Industrial, SIC Code 5083, Warner Tractor & Equipment, Inc., 9848 Route 6, Troy, PA 16947-9273. Facility Name: Warner Tractor & Equipment. This proposed facility is located in Troy Township, Bradford County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial waste.
The receiving stream(s), Unnamed Tributary to Sugar Creek (TSF), is located in State Water Plan watershed 4-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0006 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX Report XXX XXX Total Suspended Solids XXX XXX XXX 30 XXX 75 Oil and Grease XXX XXX XXX 15 XXX 30 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 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.
PA0025933, Sewage, SIC Code 4952, City of Lock Haven, 20 E. Church Street, Lock Haven, PA 17745-2527. Facility Name: Lock Haven City Sewer System STP. This existing facility is located in City of Lock Haven, Clinton County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Bald Eagle Creek (WWF), is located in State Water Plan watershed 9-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 3.75 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageInstant. Maximum Flow (MGD) Report Report
Daily MaxXXX 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) 782 1,251 XXX 25.0 40.0 50 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 938 1,407 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen Nov 1 - Apr 30 Report Report XXX Report Report XXX May 1 - Oct 31 625 938 XXX 20.0 30.0 40 Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Mercury, Total (ug/L) XXX XXX XXX 0.87 1.36 2.18 Copper, Total (ug/L) XXX XXX XXX Report
Annl AvgReport
Daily MaxXXX Zinc, Total (ug/L) XXX XXX XXX Report
Annl AvgReport
Daily MaxXXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant. Maximum Total Nitrogen
(Total Load, lbs) (lbs)
Effluent NetXXX 68,492
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)
Effluent NetXXX 9,132
Total
AnnualXXX XXX XXX XXX *This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
In addition, the permit contains the following major special conditions:
• Other Requirements
• Whole Effluent Toxicity (Wet)
• Solids Management
• POTW Pretreatment Program Implementation
• Chesapeake Bay Nutrient Requirements
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.
PA0208922, Sewage, SIC Code 4952, Woodward Township Sewer & Water Authority, Clearfield County, P.O. Box 6, Houtzdale, PA 16651-0006. Facility Name: Woodward Township S & W Authority Sanitary Sewer STP. This existing facility is located in Woodward Township, 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), Whiteside Run (CWF), is located in State Water Plan watershed 8-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.56 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum Instant. Maximum Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 The proposed effluent limits for Outfall 001 are based on a design flow of 0.56 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum Instant. Maximum Total Residual Chlorine (TRC) XXX XXX XXX 0.09 XXX 0.32 The proposed effluent limits for Outfall 001 are based on a design flow of 0.56 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant. Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0
Inst MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 70 105 XXX 15.0 22.5 30 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 140 210 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen 21 31 XXX 4.5 6.7 9 Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant. Maximum Total Nitrogen
(Total Load, lbs) (lbs)
Effluent NetXXX 10,228
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)
Effluent NetXXX 1,364
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX *This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
In addition, the permit contains the following major special conditions:
• Requirements for Total Residual Chlorine (TRC)
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.
Northeast Regional Office
PA0021199, Sewage, SIC Code 4952, Borough of Beaver Meadows Municipal Authority, 100 East Broad Street, Beaver Meadows, PA 18216. Facility Name: Borough of Beaver Meadows STP. This existing facility is located in Beaver Meadows Borough, Carbon 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), Beaver Creek (CWF), is located in State Water Plan watershed 2-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 0.180 MGD—Interim Limits.
(From Permit Effective Date to One Year After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 1.0 XXX 2.0 The proposed effluent limits for Outfall 001 are based on a design flow of 0.180—Interim Limits.
(From One Year After Permit Effective Date to Four Years After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 The proposed effluent limits for Outfall 001 are based on a design flow of 0.180 MGD—Interim Limits.
(From Permit Effective Date to Four Years After Permit Effective Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Ammonia-Nitrogen May 1 - Oct 31 Report XXX XXX 25.0 XXX 50 Copper, Total Report XXX XXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.180 MGD—Final Limits.
(From Four Years After Permit Effective Date to Permit Expiration Date)
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.37 XXX 1.2 Ammonia-Nitrogen
May 1 - Oct 31 11.7 XXX XXX 7.8 XXX 15.7 Copper, Total 0.05 XXX XXX 0.032 0.049
Daily Max0.079 The proposed effluent limits for Outfall 001 are based on a design flow of 0.180 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5)
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) 37.5 60.0 XXX 25.0 40.0 50.0 Total Suspended Solids 45.0 67.5 XXX 30.0 45.0 60.0 Total Suspended Solids
Raw Sewage InfluentXXX XXX XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30 Report XXX XXX Report XXX XXX Lead, Total Report XXX XXX Report Report
Daily MaxXXX Zinc, Total Report XXX XXX Report Report
Daily MaxXXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report In addition, the permit contains the following major special conditions:
• Solids Management
• Water Quality-Based Effluent Limitations for Toxic Pollutants
• Requirements for Total Residual Chlorine (TRC)
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
PA0289833, Storm Water, SIC Code 4213, Barnhart Transportation, LLC, P.O. Box 247, Harborcreek, PA 16421-0247. Facility Name: Barnhart Transportation. This proposed facility is located in North East Township, Erie County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated industrial stormwater.
The receiving stream, the Twelvemile Creek (HQ-CWF, MF), is located in State Water Plan watershed 15-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.00 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0.00 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX 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
• Other Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0101664, Sewage, SIC Code 6515, Fred C Berlin LLC, 6101 Park Road, Berwick, PA 18603-5713. Facility Name: Orchard Park Estates. This existing facility is located at 135 Apricot Drive, Franklin, PA 16323, located in Cranberry Township, Venango 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), an Unnamed Tributary to Lower Twomile Run (CWF), is located in State Water Plan watershed 16-G 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 .018 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0
Daily MinXXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 20.0 XXX 40.0 Total Suspended Solids XXX XXX XXX 20.0 XXX 40.0 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light transmittance (%) XXX XXX XXX Report XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Ammonia-Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0216992, Sewage, SIC Code 4952, Shannock Valley General Services Authority, 11 South Center Street, NuMine, PA 16244-0168. Facility Name: Yatesboro STP. This existing facility is located in Cowanshannock Township, Armstrong 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, the Cowanshannock Creek (WWF), is located in State Water Plan watershed 17-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 0.22 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30 45.9 69.8 XXX 25.0 38.0 50 May 1 - Oct 31 36.7 55.1 XXX 20.0 30.0 40 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report Report XXX Total Suspended Solids 55.1 82.6 XXX 30.0 45.0 60 Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report Report XXX Fecal Coliform
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ultraviolet light transmittance (%) XXX XXX XXX Report
Daily MaxXXX XXX Total Nitrogen XXX XXX XXX Report
Annl AvgXXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 22.5 33.7 XXX 12.3 18.4 24.6 May 1 - Oct 31 7.5 11.2 XXX 4.1 6.1 8.2 Total Phosphorus XXX XXX XXX Report
Annl AvgXXX 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.
PA0263575, Sewage, SIC Code 8800, David J. Strader, 1075 Saxonburg Road, Saxonburg, PA 16056-8521. Facility Name: David J Strader SRSTP. This existing facility is located in Clinton Township, Butler 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), Rocky Run (TSF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0264296, Sewage, SIC Code 8800, Adam Brezinski, 656 Ekastown Road, Sarver, PA 16055-9612. Facility Name: Adam Brezinksi SRSTP. This existing facility is located in Buffalo Township, Butler 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 Lardintown Run (TSF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20.0 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.
PA0264491, Sewage, SIC Code 4952, 8800, Ralph Ricciardi, 2068 Lake Road, Sharpsville, PA 16150-3226. Facility Name: Ralph Ricciardi SRSTP. This existing facility is located in Jefferson Township, Mercer County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream is an Unnamed Tributary to Shenango River, located in State Water Plan watershed 20-A and classified for Warm Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report XXX XXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 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.
PA0264911, Sewage, SIC Code 4952, 8800, Cathy Hasbrouck, 595 Plank Road, Corry, PA 16407-5307. Facility Name: Cathy Hasbrouck SRSTP. This existing facility is located in Columbus Township, Warren County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream is an Unnamed Tributary to Brokenstraw Creek, located in State Water Plan watershed 16-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0265098, Sewage, SIC Code 4952, 8800, Cory Migliaccio & Jill Fuller, P.O. Box 11222, Erie, PA 16514-1222. Facility Name: Cory Migliaccio & Jill Fuller SRSTP. This existing facility is located in Greenfield Township, Erie County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream is an Unnamed Tributary to Sixmile Creek, located in State Water Plan watershed 15-A and classified for Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX 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.
PA0272931, Sewage, SIC Code 4952, 8800, Steve Kashmer, 330 Main Street, Imperial, PA 15126-1108. Facility Name: Steve Kashmer SRSTP. This existing facility is located in Howe Township, Forest County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.
The receiving stream is an Unnamed Tributary to Tionesta Creek, located in State Water Plan watershed 16-F and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX 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.
PA0290009, Sewage, SIC Code 4952, 8800, Larry McMillen, 1175 Lanning Hill Road, Sugar Grove, PA 16350-6101. Facility Name: Larry McMillen SRSTP. This proposed facility is located in Farmington Township, Warren County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated sewage.
The receiving stream is an Unnamed Tributary to Jackson Run, located in State Water Plan watershed 16-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 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.
PA0290165, Sewage, SIC Code 8800, Jennifer Kodrzycki, 5875 Old State Road, Edinboro, PA 16412-9703. Facility Name: Jennifer Kodrzycki SRSTP. This proposed facility is located in Franklin Township, Erie 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), Goodban Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0290246, Sewage, SIC Code 8800, Tammy Angeletti, 3028 Frampton Road, Hermitage, PA 16148-6204. Facility Name: Tammy Angeletti SRSTP. This proposed facility is located in Hermitage City, Mercer 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 Hogback Run (WWF), is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0290319, Sewage, SIC Code 8800, Whitney Check, 76 Mossy Oak Lane, Warren, PA 16365-7451. Facility Name: Whitney Check SRSTP. This proposed facility is located in Pleasant Township, Warren County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to Hedgehog Run (HQ-CWF), is located in State Water Plan watershed 16-F and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0290327, Sewage, SIC Code 8800, Michael Dummett, 251 Lee Road, Grove City, PA 16127-3105. Facility Name: Michael Dummett SRSTP. This proposed facility is located in Findley Township, Mercer 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), Pine Run (TSF), is located in State Water Plan watershed 20-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0290335, Sewage, SIC Code 8800, Keith W. Smith, 612 North Street, Ellwood City, PA 16117-1064. Facility Name: Keith Smith SRSTP. This proposed facility is located in West Shenango Township, Crawford County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to 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 .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0290351, Sewage, SIC Code 8800, Dean Tabich, 2130 Warfel Avenue, Erie, PA 16503-2346. Facility Name: Dean Tabich SRSTP. This proposed facility is located in North East Township, Erie 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 Stream (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
PA0290386, Sewage, SIC Code 8800, David & John Nisley, 11207 Carr Road, Conneautville, PA 16406-3111. Facility Name: David & John Nisley SRSTP. This proposed facility is located in Summerhill Township, Crawford County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated SRSTP sewage.
The receiving stream(s), Unnamed Tributary to Conneaut Creek (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report XXX XXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 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.
PA0290394, Sewage, SIC Code 8800, Mark Bohman, 9563 Fry Road, McKean, PA 16426-1708. Facility Name: Mark Bohman SRSTP. This proposed facility is located in McKean Township, Erie 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 Elk Creek (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (GPD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.
The EPA Waiver is in effect.
Southcentral Regional Office
PA0261106, Industrial, SIC Code 3339, Voith Hydro Inc., P.O. Box 15002, York, PA 17405. Facility Name: Voith Siemens Hydro. This existing facility is located in West Manchester Township, York 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), Unnamed Tributary of Codorus Creek (WWF) and Unnamed Tributary of Codorus Creek (WWF, MF), is located in State Water Plan watershed 7-H and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .15 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX 9.0 XXX Aluminum, Total XXX XXX XXX XXX Report XXX Cadmium, Total XXX XXX XXX XXX Report XXX Chromium III, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Dissolved XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Mercury, Total XXX XXX XXX XXX Report XXX Nickel, Total XXX XXX XXX XXX Report XXX Silver, 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.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Arsenic, Total XXX XXX XXX XXX Report XXX Cadmium, Total XXX XXX XXX XXX Report XXX Chromium, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Arsenic, Total XXX XXX XXX XXX Report XXX Cadmium, Total XXX XXX XXX XXX Report XXX Chromium, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Arsenic, Total XXX XXX XXX XXX Report XXX Cadmium, Total XXX XXX XXX XXX Report XXX Chromium, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Arsenic, Total XXX XXX XXX XXX Report XXX Cadmium, Total XXX XXX XXX XXX Report XXX Chromium, 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 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0044059, Industrial, SIC Code 0921, PA Fish & Boat Comm Fisheries Bureau, Benner Spring Fish Research Station, State College, PA 16801. Facility Name: Reynoldsdale Fish Culture Station. This existing facility is located in East Saint Clair Township, Bedford 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), Unnamed Tributary to Dunning Creek (WWF, MF), is located in State Water Plan watershed 11-C and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 4.7304 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Nitrate-Nitrite as N XXX XXX XXX Report
Avg QrtlyXXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Avg QrtlyXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report
Avg QrtlyXXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Avg QrtlyXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Avg QrtlyXXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Avg QrtlyXXX XXX XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 4.7304 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Temperature (deg F) (°F) XXX XXX XXX XXX Report XXX Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30 214 428 XXX 16.0 32.0 40 May 1 - Oct 31 107 214 XXX 8.0 16.0 20 Total Suspended Solids 133 266 XXX 10.0 20.0 25 Ammonia-Nitrogen
Nov 1 - Apr 30 100 200 XXX 7.5 15.0 19 May 1 - Oct 31 33 66 XXX 2.5 5.0 6.5 Formaldehyde 13.0 26.0 XXX 0.97 1.94 2.42 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0266426, Sewage, SIC Code 6514, Donna M Stroup, 1123 Shippen Dam Road, Millersburg, PA 17061-8883. Facility Name: Stroup Res. This existing facility is located in Upper Paxton Township, Dauphin 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 of Susquehanna River (WWF, MF), is located in State Water Plan watershed 6-C 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 .0008 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 5.0
Min Mo AvgXXX XXX 9 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0266043, Sewage, SIC Code 4952, Doris K Lerew, P.O. Box 121, Carlisle, PA 17013-0121. Facility Name: Kendor Summit Lot 10H. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B 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 .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Daily
MaximumMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX 5.0
Annl Avg9.0
Annl AvgXXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0
Annl AvgXXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Annl AvgXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0265942, Storm Water, SIC Code 2022, Schreiber Foods Inc., 208 East Dykeman Road, Shippensburg, PA 17257-8700. Facility Name: Schreiber Foods Inc. This existing facility is located in Shippensburg Borough, Cumberland County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for a discharge of stormwater with industrial activity.
The receiving stream(s), Unnamed Tributary to Middle Spring Creek (CWF, MF), is located in State Water Plan watershed 7-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 and Outfall 002:
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX XXX XXX Report XXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX XXX Report XXX Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• Stormwater Outfalls and Authorized Non-Stormwater Discharges
• Best Management Practices (BMPs), including applicable BMPs from Appendix I from the PAG-03 (effective 9/24/16 and currently administratively extended).
• Routine Inspections
• Preparedness, Prevention, and Contingency (PPC) Plan
• Stormwater Monitoring Requirements (including Benchmark for TSS, COD, and Oil and Grease).
• Other Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
Application No. PA0246808, Concentrated Animal Feeding Operation (CAFO), Clair Hurst (Hurst Farm CAFO), 788 King Pen Road, Kirkwood, PA 17536-9759.
Clair Hurst has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Hurst Farm CAFO, located in Little Britain Township, Lancaster County.
The CAFO is situated near Unnamed Tributary to West Branch Octoraro Creek (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 632.95 animal equivalent units (AEUs) consisting of 3,600 pigs, 50 cows, 30 heifers, and 20 calves. Manure is stored in an underbarn manure storage and an earthen 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.
PA0010502, Industrial, SIC Code 3489, US Army Letterkenny Army Depot, 1 Overcash Avenue, Chambersburg, PA 17201-4150. Facility Name: Letterkenny Army Depot. This existing facility is located in Greene Township, Franklin 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), Rowe Run (CWF), Rocky Spring Branch (TSF), and Conococheague Creek (CWF), is located in State Water Plan watershed 13-C and 7-B and is classified for Trout Stocking and 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 .29 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Carbonaceous Biochemical Oxygen Demand (CBOD5) 48 97 XXX 20.0 40.0 50 Total Suspended Solids Report Report XXX 10.0 20.0 25 Total Dissolved Solids Report Report XXX Report Report XXX Oil and Grease Report Report XXX 15.0 30.0 30 Total Phosphorus Report Report XXX 2.0 4.0 5 Total Phosphorus XXX 1,765
Total
AnnualXXX XXX XXX XXX Aluminum, Total 3.8 5.92 XXX 1.57 2.45 3.93 Antimony, Total Report Report XXX Report Report XXX Cadmium, Total 0.004 0.005 XXX 0.0015 0.0023 0.0038 Chromium, Total Report Report XXX 1.71 2.77 4.25 Copper, Total 0.13 0.2 XXX 0.054 0.084 0.135 Cyanide, Total Report Report XXX 0.65 1.2 1.62 Lead, Total 0.059 0.092 XXX 0.024 0.038 0.061 Mercury, Total 0.0004 0.0006 XXX 0.0002 0.0003 0.0004 Nickel, Total 0.73 1.13 XXX 0.3 0.469 0.75 Silver, Total 0.061 0.094 XXX 0.025 0.039 0.063 Sulfate, Total Report Report XXX Report Report XXX Zinc, Total 1.07 1.67 XXX 0.443 0.692 1.108 Chloride Report Report XXX Report Report XXX Bromide Report Report XXX Report Report XXX The proposed effluent limits for Outfall 001 are based on a design flow of .27 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Total Toxic Organics XXX XXX XXX XXX 2.13 XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Semi-Annual
AverageMaximum IMAX pH (S.U.) XXX XXX XXX Report XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX Report XXX XXX Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX XXX Total Suspended Solids XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX Aluminum, Total XXX XXX XXX Report XXX XXX Iron, Total XXX XXX XXX Report XXX XXX Zinc, Total XXX XXX XXX Report XXX XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Cadmium, Total XXX XXX XXX Report XXX XXX Chromium, Total XXX XXX XXX Report XXX XXX Copper, Total XXX XXX XXX Report XXX XXX Cyanide, Total XXX XXX XXX Report XXX XXX Lead, Total XXX XXX XXX Report XXX XXX Zinc, Total XXX XXX XXX Report XXX XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX pH (S.U.) XXX XXX XXX Report
Semi AvgXXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX Report
Semi AvgXXX XXX Chemical Oxygen Demand (COD) XXX XXX XXX Report
Semi AvgXXX XXX Total Suspended Solids XXX XXX XXX Report
Semi AvgXXX XXX Nitrate-Nitrite as N XXX XXX XXX Report
Semi AvgXXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report
Semi AvgXXX XXX Total Phosphorus XXX XXX XXX Report
Semi AvgXXX XXX Aluminum, Total XXX XXX XXX Report
Semi AvgXXX XXX Iron, Total XXX XXX XXX Report
Semi AvgXXX XXX The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Semi-Annual
AverageMaximum IMAX pH (S.U.) XXX XXX XXX Report XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX Report XXX XXX Chemical Oxygen Demand (COD) XXX XXX XXX Report XXX XXX Total Suspended Solids XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX Aluminum, Total XXX XXX XXX Report XXX XXX Iron, Total XXX XXX XXX Report XXX XXX Zinc, Total XXX XXX XXX Report XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0246760, Industrial, SIC Code 4941, Franklin County General Authority, 5000 Letterkenny Road, Suite 230, Chambersburg, PA 17201-8384. Facility Name: Franklin County General Authority Filter Backwash WTP. This existing facility is located in Greene Township, Franklin 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), Dry Swale to Unnamed Tributary of Conococheague Creek (CWF, MF), is located in State Water Plan watershed 13-C 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 .14 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0 Total Suspended Solids 35 70 XXX 30 60 75 Aluminum, Total 4.8 9.6 XXX 4.0 8.0 10 Iron, Total 2.4 4.8 XXX 2 4 5 Manganese, Total 1.2 2.4 XXX 1 2 2.5 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0021806, Sewage, SIC Code 4952, Annville Township Authority, P.O. Box 178, Annville, PA 17003-0178. Facility Name: Annville Township STP. This existing facility is located in Annville Township, Lebanon 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), Quittapahilla Creek (TSF, MF) and Quittapahilla Creek (TSF), is located in State Water Plan watershed 7-D 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 .8 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant. Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.63 CBOD5 167 267 XXX 25.0 40.0 50 BOD5
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 200 300 XXX 30.0 45.0 60 Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Fecal Coliform (No./100 ml) Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen Nov 1 - Apr 30 Report XXX XXX Report XXX XXX May 1 - Oct 31 57 XXX XXX 8.5 XXX 17 Ammonia-Nitrogen
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 13 XXX XXX 2.0 XXX 4 Total Phosphorus
(Total Load, lbs)Report
Total MoXXX XXX XXX XXX XXX Copper, Total Report XXX XXX Report Report
Daily MaxXXX Lead, Total Report XXX XXX Report Report
Daily MaxXXX E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant. Maximum Total Nitrogen
(Total Load, lbs)
Effluent NetXXX 13,698
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-Nitrogen
(Total Load, lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs)
Effluent NetXXX 1,826
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs)XXX Report
Total
AnnualXXX XXX XXX XXX *This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
• The permittee is authorized to use 625 lbs/year as Total Nitrogen (TN) offsets toward compliance with the Annual Net TN mass load limitations (Cap Loads)
In addition, the permit contains the following major special conditions:
• Stormwater Prohibition, Approval Contingencies, Solids Management, Restriction on receipt of hauled in waste under certain conditions and Chlorine minimization.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0023183, Sewage, SIC Code 4952, Mount Holly Springs Borough Authority, Cumberland County, 200 Harmon Street, Mount Holly Springs, PA 17065-1339. Facility Name: Mt Holly Springs STP. This existing facility is located in Mount Holly Springs Borough, Cumberland 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), Mountain Creek (TSF), is located in State Water Plan watershed 7-E and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .7 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Weekly
AverageInstant. Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30 125 200 XXX 25.0 40.0 50 May 1 - Oct 31 100 150 XXX 20.0 30.0 40 Total Suspended Solids 150 225 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 37.5 XXX XXX 7.5 XXX 15 May 1 - Oct 31 12.5 XXX XXX 2.5 XXX 5 Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 10 XXX XXX 2.0 XXX 4 Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Copper, Total Report Report
Daily MaxXXX Report Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of .7 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Weekly
AverageInstant. Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30 125 200 XXX 25.0 40.0 50 May 1 - Oct 31 100 150 XXX 20.0 30.0 40 Total Suspended Solids 150 225 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml) Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 37.5 XXX XXX 7.5 XXX 15 May 1 - Oct 31 12.5 XXX XXX 2.5 XXX 5 Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 10 XXX XXX 2.0 XXX 4 Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Copper, Total 0.79 1.32
Daily MaxXXX 0.14 0.23
Daily Max0.34 The proposed effluent limits for Outfall 001 are based on a design flow of .7 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum Instant. Maximum 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 .7 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum Instant. Maximum Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report XXX XXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant. Maximum Total Nitrogen
(Total Load, lbs) (lbs)
Effluent NetXXX 10,959
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)
Effluent NetXXX 1,461
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX *This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0024384, Sewage, SIC Code 4952, North Middleton Authority, 240 Clearwater Drive, Carlisle, PA 17013-1185. Facility Name: North Middleton Authority WWTP. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 1.3 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageInstant. Maximum Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30 271 434 XXX 25.0 40.0 50 May 1 - Oct 31 228 358 XXX 21.0 33.0 42 Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report
Daily MaxXXX Report XXX XXX Total Suspended Solids 325 488 XXX 30.0 45.0 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen
Nov 1 - Apr 30 173 XXX XXX 16.0 XXX 32 May 1 - Oct 31 81 XXX XXX 7.5 XXX 15 Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 22 XXX XXX 2.0 XXX 4 Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Aluminum, Total Report Report
Daily MaxXXX Report Report
Daily MaxXXX Copper, Total Report Report
Daily MaxXXX Report Report
Daily MaxXXX The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Monthly Annual Monthly Monthly
AverageMaximum Instant. Maximum Total Nitrogen
(Total Load, lbs) (lbs)
Effluent NetXXX 16,895
Total
AnnualXXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Ammonia-Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)
Effluent NetXXX 2,253
Total
AnnualXXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX *This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0043494, Sewage, SIC Code 4952, Loysville Village Municipal Authority, Perry County, P.O. Box 133, Loysville, PA 17047-0133. Facility Name: Loysville STP. This existing facility is located in Tyrone Township, Perry 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 Run (WWF), is located in State Water Plan watershed 7-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 .13 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.2 XXX 0.7 Carbonaceous Biochemical Oxygen Demand (CBOD5) 22.0 36.0 XXX 25.0 40.0 50 Total Suspended Solids 27.0 41.0 XXX 30.0 45.0 60 Ammonia-Nitrogen
Nov 1 - Apr 30 7.5 XXX XXX 8.5 XXX 17 May 1 - Oct 31 2.5 XXX XXX 2.5 XXX 5.5 Total Phosphorus 1.8 XXX XXX 2.0 XXX 4 The proposed effluent limits for Outfall 001 are based on a design flow of .13 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageDaily
MinimumAverage Monthly Weekly
AverageIMAX Carbonaceous Biochemical Oxygen Demand (CBOD5) 31.0 50.0 XXX 25.0 40.0 50 Total Suspended Solids 37.0 56.0 XXX 30.0 45.0 60 Ultraviolet light intensity
(mW/cm2)XXX XXX Report XXX XXX XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen Nov 1 - Apr 30 7.5 XXX XXX 6.0 XXX 12 May 1 - Oct 31 2.5 XXX XXX 2.0 XXX 4 Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus 2.5 XXX XXX 2.0 XXX 4 Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)
Effluent NetReport
Total MoXXX XXX XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .13 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Copper, Total Report
Semi AvgXXX XXX Report
Semi AvgXXX XXX Lead, Total Report
Semi AvgXXX XXX Report
Semi AvgXXX XXX Zinc, Total Report
Semi AvgXXX XXX Report
Semi AvgXXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of .13 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX 9.0 XXX Dissolved Oxygen XXX XXX 5.0
Daily MinXXX XXX XXX Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX Report XXX Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX Nitrate-Nitrite as N
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Nitrogen XXX XXX XXX Report XXX XXX Total Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Ammonia-Nitrogen XXX XXX XXX Report XXX XXX Ammonia-Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX Total Kjeldahl Nitrogen
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX Total Phosphorus XXX XXX XXX Report XXX XXX Total Phosphorus
(Total Load, lbs) (lbs)Report
Total MoXXX XXX XXX XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is not in effect.
PA0084247, Sewage, SIC Code 3357, Berk-Tek, LLC, 132 White Oak Road, New Holland, PA 17557. Facility Name: Berk-Tek LLC. This existing facility is located in Earl Township, Lancaster 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, UNT to Conestoga River (CWF, MF), is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .0075 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ammonia-Nitrogen
Nov 1 - Apr 30 XXX XXX XXX Report XXX XXX May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20 Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Total Nitrogen (lbs) XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX Total Phosphorus (lbs) XXX Report
Total
AnnualXXX XXX XXX XXX The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
MaximumIMAX Total Suspended Solids XXX XXX XXX XXX Report XXX Aluminum, Total XXX XXX XXX XXX Report XXX Copper, Total XXX XXX XXX XXX Report XXX Iron, Total XXX XXX XXX XXX Report XXX Lead, Total XXX XXX XXX XXX Report XXX Zinc, Total XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• I. Other Requirements
• II. Solids Management
• III. Requirements Applicable to Stormwater Outfalls
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0084506, Sewage, SIC Code 7033, Kitch Inc. dba Starlite Camping Resort, 1500 Furnace Hill Road, Stevens, PA 17578-9675. Facility Name: Starlite Camping Resort. This existing facility is located in Clay Township, Lancaster 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), Middle Creek (TSF), is located in State Water Plan watershed 7-J and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .002 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX Report XXX Report Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25.0 XXX 50 Total Suspended Solids XXX XXX XXX 30.0 XXX 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N Report XXX XXX Report XXX XXX Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX Total Nitrogen Report XXX XXX Report XXX XXX Total Nitrogen (lbs) XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus Report XXX XXX Report XXX XXX Total Phosphorus (lbs) XXX Report
Total
AnnualXXX XXX XXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0247642, Sewage, SIC Code 6514, Clay Manor Homeowners Association, 111 East Manor Drive, Lititz, PA 17543. Facility Name: Clay Manor WWTP. This existing facility is located in Elizabeth Township, Lancaster 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, Middle Creek (WWF, MF), is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .011 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Daily MaxXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 25 XXX 50 Total Suspended Solids XXX XXX XXX 30 XXX 60 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Ammonia-Nitrogen Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Total Kjeldahl Nitrogen Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Nitrate-Nitrite as N Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Total Nitrogen Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Total Nitrogen
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX Total Phosphorus Report
Avg QrtlyXXX XXX Report
Avg QrtlyXXX XXX Total Phosphorus
(Total Load, lbs) (lbs)XXX Report
Total
AnnualXXX XXX XXX XXX In addition, the permit contains the following major special conditions:
• I—Other Requirements
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0266035, Sewage, SIC Code 4952, Lerew Doris K, 656 Latimore Road, York Springs, PA 17372-9775. Facility Name: Kendor Summit Lots 15I and 16I. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B 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 .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Daily
MaximumMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX XXX 5.0
Annl Avg9.0
Annl AvgXXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0
Annl AvgXXX 20 Total Suspended Solids XXX XXX XXX 10.0 XXX 20 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Annl AvgXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA Waiver is in effect.
PA0266051, Sewage, SIC Code 4952, Lerew Doris K, 656 Latimore Road, York Springs, PA 17372-9775. Facility Name: Kendor Summit Lots 3I and 4I. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek (WWF, MF), is located in State Water Plan watershed 7-B 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 .0005 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report
Annl AvgXXX XXX XXX XXX XXX pH (S.U.) XXX XXX 5.0
Inst MinXXX 9.0
Annl AvgXXX 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 717-705-4732.
The EPA Waiver is in effect.
Southeast Regional Office
PAI130520, MS4, East Goshen Township, Chester County, 1580 Paoli Pike, West Chester, PA 19380-6107. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in East Goshen Township, Chester County. The receiving stream(s), Ridley Creek (HQ-TSF, MF) and East Branch Chester Creek (TSF, MF), is located in State Water Plan watershed 3-G and is classified for Migratory Fishes, Trout Stocking, and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.
The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:
• A Pollutant Reduction Plan (PRP)
The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. 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.
PA0051454, Sewage, SIC Code 6514, John Alfonse, 7002 Carls Hill Road, Zionsville, PA 18092. Facility Name: Alfonse Property. This existing facility is located in East Norriton Township, Montgomery 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 of Stony Creek (TSF, MF), is located in State Water Plan watershed 3-F and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.00146 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0
Inst MinXXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX Report XXX Report Carbonaceous Biochemical Oxygen Demand (CBOD5)
Nov 1 - Apr 30 XXX XXX XXX 25 XXX 50 May 1 - Oct 31 XXX XXX XXX 20 XXX 40 Total Suspended Solids XXX XXX XXX 30 XXX 60 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3 In addition, the permit contains the following major special conditions:
• Submission of Annual Maintenance Report (AMR) to DEP Office
• No stormwater into sewage
• Minimization of TRC in effluent
• Proper disposal of screenings, sludges, slurries and other solids
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.
Southwest Regional Office
PA0024082 A-2, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, 124 Park and Pool Road, New Stanton, PA 15672. Facility Name: Avonmore Borough STP. This existing facility is located in Avonmore Borough, Westmoreland County.
Description of Existing Activity: The application is for NPDES permit for an existing discharge of treated sewage.
The receiving stream(s), Kiskiminetas River (WWF), is located in State Water Plan watershed 18-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 0.19 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageMinimum Average Monthly Weekly
AverageIMAX Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6 Carbonaceous Biochemical Oxygen Demand (CBOD5) 39.6 59.5 XXX 25.0 37.5 50 Total Suspended Solids 47.6 71.3 XXX 30.0 45.0 60 The proposed effluent limits for Outfall 001 are based on a design flow of 0.19 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Weekly
AverageInstantaneous
MinimumAverage Monthly Weekly
AverageIMAX Carbonaceous Biochemical Oxygen Demand (CBOD5) 53.6 80.4 XXX 25.0 37.5 50 Total Suspended Solids 64.3 96.5 XXX 30.0 45.0 60 Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.19 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum IMAX Total Nitrogen XXX XXX XXX XXX Report
Daily MaxXXX Total Phosphorus XXX XXX XXX XXX Report
Daily MaxXXX Aluminum, Total XXX XXX XXX XXX Report
Daily MaxXXX Iron, Total XXX XXX XXX XXX Report
Daily MaxXXX Manganese, Total XXX XXX XXX XXX Report
Daily MaxXXX The proposed effluent limits for Outfall 001 are based on a design flow of 0.19 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumMinimum Average Monthly Maximum IMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 4.0
Inst MinXXX XXX XXX Biochemical Oxygen
Demand (BOD5)
Raw Sewage InfluentReport Report XXX Report XXX XXX Total Suspended Solids
Raw Sewage InfluentReport Report XXX Report XXX XXX Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen Report XXX XXX Report XXX XXX In addition, the permit contains the following major special conditions:
• Optimization of chlorine dosage
• Schedule of compliance
• Solids management for non-lagoon system
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
PA0029971, Sewage, SIC Code 8211, Avella Area School District, 1000 Avella Road, Avella, PA 15312-2109. Facility Name: Avella Elementary & High School. This existing facility is located in Cross Creek Township, Washington 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 South Fork Cross Creek (HQ-WWF), is located in State Water Plan watershed 20-D and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report Report
Wkly AvgXXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Daily MinXXX XXX 9.0 Dissolved Oxygen XXX XXX 6.0
Daily MinXXX XXX XXX Total Residual Chlorine (TRC) —
InterimXXX XXX XXX 0.07 XXX 0.16 Total Residual Chlorine (TRC) —
FinalXXX XXX XXX 0.02 XXX 0.07 Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 25.0 XXX 50.0 Fecal Coliform (No./100 ml)
Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo MeanXXX 10,000 May 1 - Sep 30 XXX XXX XXX 200
Geo MeanXXX 1,000 Ammonia-Nitrogen
Nov 1 - Apr 30 XXX XXX XXX 4.0 XXX 8.0 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0 E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report Total Nitrogen XXX XXX XXX Report
Daily MaxXXX XXX Total Phosphorus XXX XXX XXX Report
Daily MaxXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
PA0254886, Sewage, SIC Code 8800, Barbara & Thomas Mannion, 1986 Aleppo Road, Wind Ridge, PA 15380-1324. Facility Name: Mannion Properties SRSTP. This existing facility is located in Aleppo Township, Greene 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 South Fork Dunkard Fork (TSF), is located in State Water Plan watershed 20-E and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Annual
AverageAverage Weekly Minimum Annual
AverageMaximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10 XXX 20 Total Suspended Solids XXX XXX XXX 10 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 412-442-4000.
The EPA Waiver is in effect.
PA0256030, Sewage, SIC Code, LIG 2, LLC, 2094 S Main Street, Washington, PA 15301. Facility Name: LIG 2 LLC Properties SFTF. This proposed facility is located in Amwell Township, Washington 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), Redd Run (TSF), is located in State Water Plan watershed and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .00194 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX Flow (MGD) Report XXX XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0
Inst MinXXX XXX 9.0 Biochemical Oxygen
Demand (BOD5)XXX XXX XXX 10.0 XXX 20.0 Total Suspended Solids XXX XXX XXX 20.0 XXX 40.0 Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo MeanXXX XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
PA0000507, Industrial, SIC Code 2821, Eastman Chemicals Resins, Inc., P.O. Box 545, West Elizabeth, PA 15088-0545. Facility Name: Jefferson Plant. This existing facility is located in Jefferson Hills Borough, Allegheny County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial waste, non-contact cooling water, groundwater, and storm water.
The receiving streams, the Monongahela River (WWF) and Unnamed Tributary to the Monongahela River (WWF), are located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.0226 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX Temperature (°F) XXX XXX XXX XXX XXX 110 Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0 Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Fluoride, Total XXX XXX XXX Report Report XXX Zinc, Total XXX XXX XXX Report Report XXX Phenolics, Total XXX XXX XXX 0.016
Avg Qrtly0.032 XXX The proposed effluent limits for Outfall 002 are for variable groundwater and storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX 0.016 Xylenes, Total XXX XXX XXX XXX XXX 0.033 The proposed effluent limits for Outfalls 004 and 005 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfalls 006, 007, 010, 021, 022, 107 and 110 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 008 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX Report Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX 0.033 The proposed effluent limits for Outfalls 009 and 016 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX Report sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 011 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX 0.033 sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 012 are for emergency fire water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX The proposed effluent limits for Outfall 013 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX 0.033 Xylenes, Total XXX XXX XXX XXX XXX Report sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 114 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX 15.0 Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX 0.033 sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 214 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX 15.0 Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX Report sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfalls 017 and 019 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX Report sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 020 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX Report sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 024 are for variable storm water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX XXX XXX XXX Report Chemical Oxygen Demand (COD) XXX XXX XXX XXX XXX Report Total Suspended Solids XXX XXX XXX XXX XXX Report Oil and Grease XXX XXX XXX XXX XXX 15.0 Nitrate-Nitrite as N XXX XXX XXX XXX XXX Report Total Phosphorus XXX XXX XXX XXX XXX Report Aluminum, Dissolved XXX XXX XXX XXX XXX Report Aluminum, Total XXX XXX XXX XXX XXX 0.75 Iron, Total XXX XXX XXX XXX XXX Report Lead, Total XXX XXX XXX XXX XXX Report Nickel, Total XXX XXX XXX XXX XXX Report Zinc, Dissolved XXX XXX XXX XXX XXX Report Zinc, Total XXX XXX XXX XXX XXX Report Acetone XXX XXX XXX XXX XXX Report Ethylbenzene XXX XXX XXX XXX XXX Report Cumene XXX XXX XXX XXX XXX Report n-Propylbenzene XXX XXX XXX XXX XXX Report 1,2,4-Trimethylbenzene XXX XXX XXX XXX XXX Report Naphthalene XXX XXX XXX XXX XXX Report Styrene XXX XXX XXX XXX XXX Report t-Butyl Alcohol XXX XXX XXX XXX XXX Report Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX Report sec-Butylbenzene XXX XXX XXX XXX XXX Report tert-Butylbenzene XXX XXX XXX XXX XXX Report The proposed effluent limits for Outfall 026 are based on a design flow of 0.0883 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Annual
AverageDaily
MaximumInstant. Minimum Annual
AverageDaily
MaximumIMAX Flow (MGD) Report
Avg MoReport XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Oil and Grease XXX XXX XXX 15.0
Avg QrtlyXXX 30.0 Nitrate-Nitrite as N XXX XXX XXX Report
Avg QrtlyReport XXX Aluminum, Total XXX XXX XXX Report
Avg QrtlyReport XXX Cyanide, Total XXX XXX XXX Report
Avg QrtlyReport XXX Nickel, Total XXX XXX XXX Report
Avg QrtlyReport XXX Zinc, Total XXX XXX XXX Report
Avg QrtlyReport XXX Styrene XXX XXX XXX Report
Avg QrtlyReport XXX Xylenes, Total XXX XXX XXX Report
Avg QrtlyReport XXX Biochemical Oxygen
Demand (BOD5)13.0
Avg Mo33.0 XXX 24.0
Avg Mo64.0 80.0 Total Suspended Solids 20.0
Avg Mo66.0 XXX 40.0
Avg Mo130.0 163.0 Total Dissolved Solids XXX XXX XXX Report
Avg MoReport XXX Sulfate, Total XXX XXX XXX Report
Avg MoReport XXX 2,4-Dimethylphenol 0.007
Avg Mo0.015 XXX 0.018
Avg Mo0.036 0.045 Phenol 0.006
Avg Mo0.010 XXX 0.015
Avg Mo0.026 0.032 1,2,4-Trichlorobenzene 0.034
Avg Mo0.070 XXX 0.068
Avg Mo0.140 0.175 Ethylbenzene 0.019
Avg Mo0.065 XXX 0.032
Avg Mo0.108 0.135 Hexachlorobenzene 0.0008
Avg Mo0.001 XXX 0.001
Avg Mo0.002 0.004 Benzene 0.018
Avg Mo0.068 XXX 0.037
Avg Mo0.136 0.17 Benzidine 0.001
Avg Mo0.002 XXX 0.002
Avg Mo0.003 0.005 Dibenzo(a,h)Anthracene 0.001
Avg Mo0.002 XXX 0.002
Avg Mo0.003 0.005 Indeno(1,2,3-cd)Pyrene Report
Avg MoReport XXX Report
Avg MoReport XXX Naphthalene 0.011
Avg Mo0.029 XXX 0.022
Avg Mo0.059 0.073 N-Nitrosodiphenylamine 0.007
Avg Mo0.011 XXX 0.016
Avg Mo0.025 0.041 Toluene 0.015
Avg Mo0.048 XXX 0.026
Avg Mo0.080 0.1 Trichloroethylene 0.008
Avg Mo0.022 XXX 0.021
Avg Mo0.054 0.067 2-Chlorophenol 0.013 0.041 XXX 0.031 0.098 0.122 2,4-Dichlorophenol 0.016 0.047 XXX 0.039 0.112 0.14 Fluorene 0.009 0.024 XXX 0.022 0.059 0.073 2,4-Dinitrophenol 0.029 0.051 XXX 0.071 0.123 0.153 2,4-Dinitrotoluene 0.047 0.120 XXX 0.113 0.285 0.356 2,6-Dinitrotoluene 0.107 0.270 XXX 0.255 0.641 0.801 4,6-dinitro-o-cresol 0.032 0.116 XXX 0.078 0.277 0.346 2-Nitrophenol 0.017 0.029 XXX 0.041 0.069 0.086 4-Nitrophenol 0.030 0.052 XXX 0.072 0.124 0.155 Acenaphthene 0.009 0.024 XXX 0.022 0.059 0.073 Acenaphthylene 0.009 0.024 XXX 0.022 0.059 0.073 Acrylonitrile 0.040 0.101 XXX 0.096 0.242 0.302 Anthracene 0.009 0.024 XXX 0.022 0.059 0.073 Chlorobenzene 0.006 0.011 XXX 0.015 0.028 0.035 1,2-Dichlorobenzene 0.032 0.068 XXX 0.077 0.163 0.203 1,3-Dichlorobenzene 0.013 0.018 XXX 0.031 0.044 0.055 1,4-Dichlorobenzene 0.006 0.011 XXX 0.015 0.028 0.035 1,3-Dichloropropylene 0.012 0.018 XXX 0.029 0.044 0.055 Nitrobenzene 0.011 0.028 XXX 0.027 0.068 0.085 Benzo(a)Anthracene 0.009 0.016 XXX 0.022 0.036 0.059 Benzo(a)Pyrene 0.001 0.002 XXX 0.002 0.003 0.005 Benzo(k)Fluoranthene 0.009 0.024 XXX 0.022 0.059 0.073 3,4-Benzofluoranthene 0.009 0.016 XXX 0.023 0.036 0.059 Carbon Tetrachloride 0.007 0.016 XXX 0.018 0.038 0.047 Chloroethane 0.043 0.112 XXX 0.104 0.268 0.335 1,1,1-Trichloroethane 0.008 0.022 XXX 0.021 0.054 0.067 1,1,2-Trichloroethane 0.008 0.022 XXX 0.021 0.054 0.067 1,1-Dichloroethane 0.009 0.024 XXX 0.022 0.059 0.073 1,2-Dichloroethane 0.028 0.088 XXX 0.068 0.211 0.263 1,2-Dichloropropane 0.064 0.096 XXX 0.153 0.230 0.287 Bis(2-Ethylhexyl)Phthalate 0.043 0.117 XXX 0.103 0.279 0.348 Chloroform 0.008 0.019 XXX 0.021 0.046 0.057 Chrysene 0.009 0.024 XXX 0.022 0.059 0.073 Diethyl Phthalate 0.034 0.085 XXX 0.081 0.203 0.253 Dimethyl Phthalate 0.008 0.019 XXX 0.019 0.047 0.058 Di-n-Butyl Phthalate 0.011 0.024 XXX 0.027 0.057 0.071 Fluoranthene 0.010 0.028 XXX 0.025 0.068 0.085 Hexachlorobutadiene 0.008 0.020 XXX 0.020 0.049 0.061 Hexachloroethane 0.008 0.022 XXX 0.021 0.054 0.067 Methyl Chloride 0.036 0.080 XXX 0.086 0.190 0.237 Methylene Chloride 0.016 0.037 XXX 0.040 0.089 0.111 Phenanthrene 0.009 0.024 XXX 0.022 0.059 0.073 Pyrene 0.010 0.028 XXX 0.025 0.067 0.083 1,1-Dichloroethylene 0.006 0.010 XXX 0.016 0.025 0.031 trans-1,2-Dichloroethylene 0.008 0.022 XXX 0.021 0.054 0.067 Tetrachloroethylene 0.009 0.023 XXX 0.022 0.056 0.07 Vinyl Chloride 0.043 0.112 XXX 0.104 0.268 0.335 The proposed effluent limits for Internal Monitoring Point 101 are for variable hydrostatic test water discharges.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (GPM) Report XXX XXX XXX XXX XXX Total Flow
(Total Volume, Mgal)Report
Total MoXXX XXX XXX XXX XXX Duration of Discharge (hours) XXX XXX XXX Report XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX Total Residual Chlorine (TRC) XXX XXX XXX Report XXX 0.05 Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0 Oil and Grease XXX XXX XXX 15.0 XXX 30.0 Iron, Dissolved XXX XXX XXX XXX XXX 7.0 Ethylbenzene XXX XXX XXX XXX XXX Report Benzene XXX XXX XXX XXX XXX 0.0025 BTEX, Total XXX XXX XXX XXX XXX 0.25 Toluene XXX XXX XXX XXX XXX Report Xylenes, Total XXX XXX XXX XXX XXX 0.033 In addition, the permit contains the following major special conditions: prohibition on the net addition of pollutants to non-contact cooling water; requirements for chemical additives; requirements for storm water outfalls; requirements for biological surveys and chemical analyses of the unnamed tributary to the Monongahela River; requirements for hydrostatic test water discharges.
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.
PA0255017, Industrial, SIC Code 4941, Center Township Municipal Water Authority, Beaver County, 224 Center Grange Road, Aliquippa, PA 15001-1421. Facility Name: Center Township Water Authority. This existing facility is located in Center Township, Beaver 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), Unnamed Tributary to Rag Run (WWF) and Ohio River (WWF), is located in State Water Plan watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of .72 MGD.—Interim Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0 Total Suspended Solids XXX XXX XXX 30 XXX 60 Aluminum, Total XXX XXX XXX 4.0 XXX 8.0 Iron, Total XXX XXX XXX 2.0 XXX 4.0 Manganese, Total XXX XXX XXX 1.0 XXX 2.0 Mercury, Total (ug/L) XXX XXX XXX Report XXX Report The proposed effluent limits for Outfall 001 are based on a design flow of .72 MGD.—Final Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0 Total Suspended Solids XXX XXX XXX 30 XXX 60 Aluminum, Total XXX XXX XXX 4.0 XXX 8.0 Iron, Total XXX XXX XXX 2.0 XXX 4.0 Manganese, Total XXX XXX XXX 1.0 XXX 2.0 Mercury, Total (ug/L) XXX XXX XXX 0.012 XXX 0.03 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumInstant. Minimum Average Monthly Daily
MaximumIMAX Flow (MGD) XXX Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Suspended Solids XXX XXX XXX XXX Report XXX Oil and Grease XXX XXX XXX XXX Report XXX In addition, the permit contains the following major special conditions:
• A Toxics Reduction Evaluation (TRE) is required to investigate and implement corrective measures to meet the final mercury effluent limitations three (3) years after the permit issuance.
• The proposed monthly average mercury effluent limitation of 0.012 ug/L is less than the Department's Target Quantitation Level (QL) of 0.02 ug/L. Compliance with the effluent limitation will be met provided there is no detection at 0.02 ug/L.
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.
PAS146102, Storm Water, SIC Code 2653, International Paper Co., 10 Wilson Road, Eighty Four, PA 15330-2846. Facility Name: Eighty Four Container Plant. This existing facility is located in North Strabane Township, Washington County.
Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial stormwater.
The receiving stream(s), Unnamed Tributary of Chartiers Creek (HQ-WWF) and Unnamed Tributary to 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:
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX The proposed effluent limits for Outfall 002:
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Daily
MaximumIMAX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX Total Suspended Solids XXX XXX XXX XXX Report XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
PA0256081, Industrial, SIC Code 4941, Northern Cambria Municipal Authority, 1202 Philadelphia Avenue, Northern Cambria, PA 15714-1385. Facility Name: Miller Hollow Water Treatment Facility. This proposed facility is located in Susquehanna Township, Cambria County.
Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of process wastewater from the water treatment plant.
The receiving stream(s), Unnamed Tributary to Walnut Run (CWF, MF), is located in State Water Plan watershed 8-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.02 MGD.—Limits.
Mass Units (lbs/day) Concentrations (mg/L) Parameters Average Monthly Daily
MaximumDaily
MinimumAverage Monthly Daily
MaximumIMAX Flow (MGD) Report Report XXX XXX XXX XXX pH (S.U.) XXX XXX 6.0 XXX XXX 9.0 Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX Aluminum, Total XXX XXX XXX 4.0 8.0 XXX Iron, Total XXX XXX XXX 2.0 4.0 XXX Manganese, Total XXX XXX XXX 1.0 2.0 XXX You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.
The EPA Waiver is in effect.
Bureau of Clean Water
PA0270750, Pesticides, SIC Code 0782, PA DCNR State Parks Bureau, P.O. Box 8551, Harrisburg, PA 17105-8551.
Description of Existing Activity: The application is for a renewal of an NPDES permit coverage for discharges associated with the application of pesticides to lakes associated with Pennsylvania State Parks Statewide.
Applicators are required to follow product labeling instructions of pesticides, which may include provisions to reduce application doses and notify public water suppliers in the event applications are conducted near public water supply intakes. The discharges associated with the pesticide applications are not expected to affect public water supplies.
PA DEP has made a tentative determination to issue the NPDES permit subject to the terms and conditions of the permit. An anti-degradation analysis has been completed to document that pesticide application activities in High Quality (HQ) or Exceptional Value (EV) waters will be conducted in a manner that minimizes adverse environmental effects. The proposed permit contains conditions that require implementation of Pest Management Measures, Recordkeeping and Annual Reporting Requirements, Corrective Action Documentation and Reporting, and a Pesticides Discharge Management Plan.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA waiver is in effect.
PA0270750, Pesticides, SIC Code 0782, PA DCNR State Parks Bureau, P.O. Box 8551, Harrisburg, PA 17105-8551.
Description of Existing Activity: The application is for a renewal of an NPDES permit coverage for discharges associated with the application of pesticides to lakes associated with Pennsylvania State Parks Statewide.
Applicators are required to follow product labeling instructions of pesticides, which may include provisions to reduce application doses and notify public water suppliers in the event applications are conducted near public water supply intakes. The discharges associated with the pesticide applications are not expected to affect public water supplies.
PA DEP has made a tentative determination to issue the NPDES permit subject to the terms and conditions of the permit. An anti-degradation analysis has been completed to document that pesticide application activities in High Quality (HQ) or Exceptional Value (EV) waters will be conducted in a manner that minimizes adverse environmental effects. The proposed permit contains conditions that require implementation of Pest Management Measures, Recordkeeping and Annual Reporting Requirements, Corrective Action Documentation and Reporting, and a Pesticides Discharge Management Plan.
You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.
The EPA waiver is in effect.
III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Application Number Application Type Applicant Name & Address Municipality, County Office PAD090071 A-4 Amendment NP Falls Township
Industrial, LLC
4805 Montgomery Road
Suite 310
Cincinnati, OH 45212-2280Falls Township
Bucks CountyDEP Southeast
Regional Office
2 East Main Street
Norristown, PA 19401
484-250-5900PAD460072 New PECO Energy Company (PECO)
2301 Market Street, N3-3
Philadelphia, PA 19103-1338Plymouth Township
Montgomery CountyDEP Southeast
Regional Office
2 East Main Street
Norristown, PA 19401
484-250-5900PAD230062 New Duke Realty, LP
161 Washington Street
Suite 1020
Conshohocken, PA 19428Marcus Hook Borough
Delaware CountyDEP Southeast
Regional Office
2 East Main Street
Norristown, PA 19401
484-250-5900PAD450158 New Orchard BJK Company, LLC
925 Berkshire Boulevard
Wyomissing, PA 19610Coolbaugh Township
Monroe CountyDEP NERO Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511PAD390232 Renewal Allentown Community Development Corporation
4905 Tilghman Street
Allentown, PA 18104City of Allentown
Lehigh CountyDEP NERO Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511PAD130037 Renewal Split Rock Investments, LLC
Carlos Padilla
3631 N Front Street
Harrisburg, PA 17110Kidder Twp
Carbon CntyDEP, NERO Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511PAD480005 Renewal LURRS
c/o Mark Leuthe
499 Riverview Drive
Walnutport, PA 18088Lehigh Township
Northampton CountyDEP, NERO Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511PAD140089 New Individual Permit South Atherton
Development, LLC
734 South Atherton Street
State College, PA 16801State College Borough
Centre CenterDEP, NCRO Waterways and Wetland Program
208 W 3rd Street
Suite 101
Williamsport, PA 17701PAD180028 New Individual Permit Clinton County Commissioners 232 E. Main Street
Lock Haven, PA 17745Renovo Borough
Chapman Township
Noyes Township
Clinton CountyDEP, NCRO Waterways and Wetland Program
208 W 3rd Street
Suite 101
Williamsport, PA 17701PAD190001D New Individual Permit Stillwater DG, LLC
361 Summit Blvd
Suite 103
Birmingham, AL 35243Stillwater Borough Columbia County DEP, NCRO Waterways and Wetland Program
208 W 3rd Street
Suite 101
Williamsport, PA 17701Individual Permit Casper, Colosimo & Sons
5170 Campbells Run Road
Pittsburgh, PA 15205South Strabane
Washington County
400 Waterfront Drive Pittsburgh, PA 15222-4745PAD160004 New Clarion FOD LLC
P.O. Box 745
Clarion, PA 16214Beaver Township
Clarion CountyDEP, NWRO Waterways and Wetland Program
230 Chestnut Street
Meadville, PA 16335 814-332-6984
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