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PA Bulletin, Doc. No. 23-1148

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[53 Pa.B. 5280]
[Saturday, August 26, 2023]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL
CLEAN WATER ACT

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

Section   Category
I Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received
II Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs
III Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity

 Section I identifies the following applications and NOIs that have been received by DEP:

 • Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.

 • General Chapter 92a NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.

 • All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits, excluding PAG-01 and PAG-02, are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.

 Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Section II identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications and draft permits, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of DEP for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).

 Section III identifies individual NPDES permit applications received and draft permits indicating DEP's tentative determination relating to stormwater discharges associated with construction activities. A 30-day public comment period applies to these applications and draft permits. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Applications, NOIs and draft permits, where applicable, may be reviewed at the DEP office that received the application or NOI. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.

 DEP office contact information to review applications and NOIs and to submit comments for those applications, when applicable, is as follows:

DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484-250-5910. Email: RA-EPNPDES_SERO@pa.gov for permits in Sections I & II; RA-EPWW-SERO@pa.gov for permits in Section III.

DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570-826-5472. Email: RA-EPNPDES_NERO@pa.gov for permits in Sections I & II; RA-EPWW-NERO@pa.gov for permits in Section III.

DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717-705-4732. Email: RA-EPNPDES_SCRO@pa.gov for permits in Sections I & II; RA-EPWW-SCRO@pa.gov for permits in Section III.

DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570-327-3693. Email: RA-EPNPDES_NCRO@pa.gov for permits in Sections I & II; RA-EPWW-NCRO@pa.gov for permits in Section III.

DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; RA-EPWW-SWRO@pa.gov for permits in Section III.

DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6340. Email: RA-EPNPDES_NWRO@pa.gov for permits in Sections I & II; RA-EPWW-NWRO@pa.gov for permits in Section III.

DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-787-5017. Email: RA-EPNPDES_Permits@pa.gov.

DEP Regional Permit Coordination Office (RPCO)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717-772-5987. Email: RA-EPREGIONALPERMIT@pa.gov.

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.

 Individuals in need of accommodations should contact DEP through the Pennsylvania Hamilton Relay Service at (800) 654-5984 (TDD users) or (800) 654-5988 (voice users).


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
0223802 Joint DEP/PFBC Pesticides Permit New Maronda Farms HOA
P.O. Box 688
Canonsburg, PA 15317-0688
Findlay Township
Allegheny County
SWRO
0913863 Joint DEP/PFBC Pesticides Permit Renewal Yang Maria
1435 Pheasant Run Circle
Yardley, PA 19067-3921
Lower Makefield Township
Bucks County
SERO
0913879 Joint DEP/PFBC Pesticides Permit Renewal Timber Ridge Home Owner Assoc
975 Easton Road
Suite 102
Warrington, PA 18976-1858
Upper Makefield Township
Bucks County
SERO
0923815 Joint DEP/PFBC Pesticides Permit New Reserve at Northampton Comm Assoc
950 Town Center Drive
Suite B25
Langhorne, PA 19047-1866
Northampton Township
Bucks County
SERO
1513839 Joint DEP/PFBC Pesticides Permit Renewal East Goshen Township
Chester County
1580 Paoli Pike
West Chester, PA 19380-6107
East Goshen Township
Chester County
SERO
2023808 Joint DEP/PFBC Pesticides Permit New Sandra Grinarml
19531 Skeltontown Road
Cambridge Springs, PA 16403-2153
Cussewago Township
Crawford County
NWRO
2523802 Joint DEP/PFBC Pesticides Permit New Jill Faulkner
7911 Bargain Road
Erie, PA 16509-4219
McKean Township
Erie County
NWRO
6123803 Joint DEP/PFBC Pesticides Permit New Daniel Slagle
306 Wallaceville Road
Titusville, PA 16354-8462
Oakland Township
Venango County
NWRO
1500421 Land Application and Reuse of Sewage Individual WQM Permit Amendment Upper Uwchlan Township Municipal Authority
140 Pottstown Pike
Chester Springs, PA 19425-9516
Upper Uwchlan Township
Chester County
SERO
0605411 Major Sewage Treatment Facility Individual WQM Permit Amendment Amity Township
Berks County
2004 Weavertown Road
Douglassville, PA 19518-8971
Amity Township
Berks County
SCRO
2987401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Todd Township
Fulton County
2998 East Dutch Corner Road
McConnellsburg, PA 17233
Todd Township
Fulton County
SCRO
NNOEXSC48 No Exposure Certification Renewal TE Connectivity Corp
1590 Kauffman Road
Landisville, PA 17538-1400
East Hempfield Township
Lancaster County
SCRO
NNOEXSC84 No Exposure Certification Renewal Sherwin Williams Co.
1 Sherwin Williams Drive
Fredericksburg, PA 17026
Bethel Township
Lebanon County
SCRO
NOEXNW184 No Exposure Certification Renewal Advanced Finishing USA Inc.
7401 Klier Drive
Fairview, PA 16415-2462
Fairview Township
Erie County
NWRO
NOEXNW209 No Exposure Certification Transfer Burckhardt Compression US Inc.
488 Geesey Road
Indiana, PA 15701
White Township
Indiana County
NWRO
NOEXSC170 No Exposure Certification Transfer 601 Memory LN Owner LLC
4 Radnor Corporate Center
Radnor, PA 19087-4525
Springettsbury Township
York County
SCRO
NOEXSE165 No Exposure Certification Renewal Veolia Wts USA Inc.
3600 Horizon Boulevard
Feasterville Trevose, PA 19053-4945
Bensalem Township
Bucks County
SERO
NOEXSE165 No Exposure Certification Transfer Veolia Wts USA Inc.
3600 Horizon Boulevard
Feasterville Trevose, PA 19053-4945
Bensalem Township
Bucks County
SERO
NOEXSW244 No Exposure Certification Renewal Emerson Proc Management Power & Water Solutions Inc.
200 Beta Drive
Pittsburgh, PA 15238-2918
Ohara Township
Allegheny County
SWRO
PAG032359 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Norfolk Southern Railway Co.
650 W Peachtree Street NW
Box 13
Atlanta, GA 30308-1925
Bethlehem City
Lehigh County
NERO
PAG032409 PAG-03 NPDES General Permit for Industrial Stormwater New Amazon Com Service LLC
P.O. Box 80842
Seattle, WA 98108-0842
Frailey Township
Schuylkill County
NERO
PAG033799 PAG-03 NPDES General Permit for Industrial Stormwater New York County Transportation Authority
dba Rabbittransit
415 N Zarfoss Drive
York, PA 17404-8705
West Manchester Township
York County
SCRO
PAG034056 PAG-03 NPDES General Permit for Industrial Stormwater New DF Stauffer Biscuit Co.
360 S Belmont Street
York, PA 17403-2616
Spring Garden Township
York County
SCRO
PAG035003 PAG-03 NPDES General Permit for Industrial Stormwater Renewal C & S Wholesale Grocers Inc.
P.O. Box 80818
Simpsonville, SC 29680-0014
DuBois City
Clearfield County
NCRO
PAG036556 PAG-03 NPDES General Permit for Industrial Stormwater New Gladiator Energy LLC
146 Painter-Koser Road
Smithton, PA 15479-8722
Smithton Borough
Westmoreland County
SWRO
PAG038326 PAG-03 NPDES General Permit for Industrial Stormwater Renewal M & B Redi Mix Inc.
dba Dubrook
15303 Route 322
Clarion, PA 16214-6265
Evans City Borough
Butler County
NWRO
PAG038361 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Pro Waste Service Inc.
813 E 18th Street
Erie, PA 16503-2147
Erie City
Erie County
NWRO
PAG038489 PAG-03 NPDES General Permit for Industrial Stormwater Renewal United Parcel Service Inc.
55 Glenlake Parkway
Atlanta, GA 30328-3474
North Apollo Borough
Armstrong County
NWRO
PAG038502 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Electric Materials Co.
P.O. Box 390
50 South Washington Street
North East, PA 16428-0390
North East Borough
Erie County
NWRO
PAG038503 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Corry Forge Co.
441 E Main Street
Corry, PA 16407-2013
Corry City
Erie County
NWRO
PAG038538 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Weaber Inc.
11117 Skyline Drive
Titusville, PA 16354-1375
Oil Creek Township
Crawford County
NWRO
PAG038542 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Erie Region Airport Authority
4411 W 12th Street
Erie, PA 16505-3035
Millcreek Township
Erie County
NWRO
PAG038546 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Glen Gery Corp
433 S Pottsville Pike
Shoemakersville, PA 19555-9742
Summerville Borough
Jefferson County
NWRO
PAG038550 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Joseph McCormick Const Co. Inc.
P.O. Box 176
3340 Pearl Avenue
Erie, PA 16512-0176
Wesleyville Borough
Erie County
NWRO
PAG038554 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Matson Lumber Co.
132 Main Street
Brookville, PA 15825-1213
Brookville Borough
Jefferson County
NWRO
PAG038561 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Saint Marys Area Airport Authority
Elk County
159 Cessna Road
Saint Marys, PA 15857-3053
Saint Marys City
Elk County
NWRO
PAG044825 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Hall Cecil
P.O. Box 129
Woodland, PA 16881-0129
Bradford Township
Clearfield County
NCRO
PAG049240 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Kaulbach Melissa
6011 Bridlewood Drive
Fairview, PA 16415-2709
Fairview Township
Erie County
NWRO
PAG136368 PAG-13 NPDES General Permit for MS4s Renewal Potter Township
Beaver County
206 Mowry Road
Monaca, PA 15061-2224
Potter Township
Beaver County
SWRO
0621406 Pump Stations Individual WQM Permit Amendment Reading City
Berks County
503 N 6th Street
Reading, PA 19601-3085
Reading City
Berks County
SCRO
PA0233315 Single Residence STP Individual NPDES Permit Transfer Spink James
631 Bear Gap Road
Elysburg, PA 17824-9115
Cleveland Township
Columbia County
NCRO
PA0239500 Single Residence STP Individual NPDES Permit Transfer Rodgers Dillen
2200 Brickyard Road
North East, PA 16428-2828
North East Township
Erie County
NWRO
0223403 Single Residence Sewage Treatment Plant Individual WQM Permit New Gilliland Jonathan
175 Audubon Road
Sewickley, PA 15143-9013
Sewickley Heights Borough
Allegheny County
SWRO
1722403 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Hall Cecil
P.O. Box 129
Woodland, PA 16881-0129
Bradford Township
Clearfield County
NCRO
1922401 Single Residence Sewage Treatment Plant Individual WQM Permit Transfer Spink James
631 Bear Gap Road
Elysburg, PA 17824-9115
Cleveland Township
Columbia County
NCRO
2623400 Single Residence Sewage Treatment Plant Individual WQM Permit New Peck Jeremy
101 Cabin Road
Normalville, PA 15469-1145
Springfield Township
Fayette County
SWRO
3123402 Single Residence Sewage Treatment Plant Individual WQM Permit New Vreeland Justin K
7024 Willow Brook Road
Alexandria, PA 16611-2014
Logan Township
Huntingdon County
SCRO
4323411 Single Residence Sewage Treatment Plant Individual WQM Permit New Churchill Linda
2425 Mercer Butler Pike
Grove City, PA 16127-3523
Liberty Township
Mercer County
NWRO
WQG012232 WQG-01 WQM General Permit New Bower Neil
6968 Bake Oven Road
Germansville, PA 18053-2309
Heidelberg Township
Lehigh County
NERO
WQG018339 WQG-01 WQM General Permit Transfer Rodgers Dillen
2200 Brickyard Road
North East, PA 16428-2828
North East Township
Erie County
NWRO
WQG018451 WQG-01 WQM General Permit Transfer Kaulbach Melissa
6011 Bridlewood Drive
Fairview, PA 16415-2709
Fairview Township
Erie County
NWRO

II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

Northeast Regional Office

PA0020176, Sewage, SIC Code 4952, Slatington Joint Client (Slatington Borough and Slatington Borough Authority), 125 S Walnut Street, Slatington, PA 18080-2099. Facility Name: Slatington WWTP. This existing facility is located in Slatington Borough, Lehigh 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), Lehigh River (TSF, MF), is located in State Water Plan watershed 2-C 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 1.50 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.50 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Ammonia-Nitrogen
 Nov 1 - Apr 30
Report Report
Daily Max
XXX Report Report
Daily Max
XXX
 May 1 - Oct 31 Report Report
Daily Max
XXX 25.0 50.0
Daily Max
50.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.50 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Ammonia-Nitrogen Report Report
Daily Max
XXX 20.0 40.0
Daily Max
40.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.50 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (ug/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total 0.54 0.64
Daily Max
XXX 43.2 51.4
Daily Max
108.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.50 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Aluminum, Total Report
Annl Avg
Report
Daily Max
XXX Report
Annl Avg
Report
Daily Max
XXX
Iron, Total Report
Annl Avg
Report
Daily Max
XXX Report
Annl Avg
Report
Daily Max
XXX
Manganese, Total Report
Annl Avg
Report
Daily Max
XXX Report
Annl Avg
Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.50 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min
XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.50 XXX 1.00
Temperature (deg F) (°F) XXX XXX Report
Inst Min
Report XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 312 500 XXX 25.0 40.0 50.0
CBOD5 Minimum % Removal (%) 85
Min Mo Avg
XXX XXX XXX XXX XXX
Total Suspended Solids 375 563 XXX 30.0 45.0 60.0
Total Suspended Solids Minimum % Removal (%) 85
Min Mo Avg
XXX XXX XXX XXX XXX
Total Dissolved Solids Report Report
Daily Max
XXX 1,000.0 2,000.0

Daily Max
2,500.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Total Nitrogen Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Nitrate as N Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Nitrite an N Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Total Kjeldahl Nitrogen Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Total Phosphorus Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Zinc, Total (ug/l) Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Stormwater Outfall Nos. 002 and 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
Maximum IMAX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX XXX Report
Oil and Grease XXX XXX XXX XXX XXX 30.0
Total Kjeldahl Nitrogen XXX XXX XXX XXX XXX Report
Iron, Total XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Internal Monitor Point/Outfall 101 are based on a design flow of NA MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD)
 Raw Sewage Influent
Report Report XXX XXX XXX XXX
Temperature (deg F) (°F)
 Raw Sewage Influent
XXX XXX Report
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report Report XXX

 In addition, the permit contains the following major special conditions:

 • Stormwater Prohibition; Necessary Property Rights; Residuals Management; Chlorine Minimization; Notification of Responsible Lead Certified Operator; WWTP Upgrade to Meet DRBC Docket Limits for Ammonia-N; High Flow Management Plan; Influent Flow Meter/Chamber & Flow Proportional Influent Composite Sampler; Oil & Gas Wastewater; Changes to Existing Stream/Discharge; Solids Management Condition; Water Quality-Based Effluent Limitations for Toxic Pollutants (Copper); Whole Effluent Toxicity (WET) Conditions; Requirements Applicable to Stormwater Outfalls.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is not in effect.

Northeast Regional Office

PA0276073, Sewage, SIC Code 4952, Lemon Township, Tunkhannock Township, Joint Municipal Sewer Authority, 26 Billings Mill Road, Tunkhannock, PA 18657-7807. Facility Name: Lake Carey WWTP. This existing facility is located in Tunkhannock Township, Wyoming County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for discharge of treated sewage.

 The receiving stream, Tunkhannock Creek (TSF, MF), is located in State Water Plan watershed 4-F 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 0.120 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
Instant.
Maximum
E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.120 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Instant. Minimum Average Monthly Weekly
Average
Instant.
Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.50 XXX 1.60
Carbonaceous Biochemical Oxygen Demand (CBOD5) 25.0 40.0 XXX 25.0 40.0 50.0
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids 30.0 45.0 XXX 30.0 45.0 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen 25.0 XXX XXX 25.0 Report
Daily Max
50.0
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus Report XXX XXX Report Report
Daily Max
XXX
Copper, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Lead, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Mercury, Total Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant.
Maximum
Total Nitrogen (Total Load, lbs) (lbs)
 Effluent Net
XXX 0.0
Total Annual
XXX XXX XXX XXX
Total Nitrogen (Total Load, lbs) (lbs) XXX Report
Total Annual
XXX XXX XXX XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs) XXX Report
Total Annual
XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs) (lbs) XXX Report
Total Annual
XXX XXX XXX XXX
Total Phosphorus (Total Load, lbs) (lbs)
 Effluent Net
XXX 0.0
Total Annual
XXX XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations. The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 In addition, the permit contains the following major special conditions:

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

Northeast Regional Office

PA0061069, Industrial, SIC Code 3229, SCHOTT North America, Inc., 400 York Avenue, Duryea, PA 18642-2036. Facility Name: SCHOTT North America, Inc. This existing facility is located in Duryea Borough, Luzerne 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), Lackawanna River (CWF), is located in State Water Plan watershed 5-A and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0146 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average
Weekly
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Chloroform XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD (Stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average
Weekly
Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD (Stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average
Weekly
Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD (Stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD (Stormwater).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 In addition, the permit contains the following major special conditions:

 • Chesapeake Bay Nutrient Requirements

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0046680, Industrial, SIC Code 4953, Republic Service of PA LLC, 4400 Mount Pisgah Road, York, PA 17406-8240. Facility Name: Modern Landfill. This existing facility is located in Windsor and Lower Windsor Townships, 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), Kreutz Creek (WWF, MF) and Unnamed Tributary to Kreutz Creek (WWF, MF), are located in State Water Plan watershed 7-I.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.25 XXX 0.81
Temperature (oF) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 41.7 83.4 XXX 10 20 25
Total Suspended Solids 41.7 83.4 XXX 10 20 25
Total Dissolved Solids Report XXX XXX Report XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX 129 183 322
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli. (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30
12.5 25.0 XXX 3.0 6.0 7.5
 May 1 - Oct 31 4.17 8.34 XXX 1.0 2.0 2.5
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Antimony, Total XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Boron, Total 17.2 23.0 XXX 4.12 5.52 10.3
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cobalt, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Zinc, Total 0.27 0.47 XXX 0.065 0.11 0.16
a-Terpineol 0.013 0.026 XXX 0.0031 0.0063 0.0077
Benzoic Acid 0.058 0.096 XXX 0.014 0.023 0.034
Bis(2-Ethylhexyl) Phthalate 0.062 0.11 XXX 0.015 0.025 0.037
p-Cresol 0.011 0.020 XXX 0.0027 0.0048 0.0067
Phenol 0.029 0.038 XXX 0.0069 0.0090 0.017
Trichloroethylene 0.032 0.050 XXX 0.0078 0.012 0.020
Tritium (pCi/L) XXX XXX XXX XXX Report XXX
Uranium XXX XXX XXX XXX Report XXX
Aldrin (ug/l) XXX XXX XXX Report Report XXX
Beta-BHC (ug/l) XXX XXX XXX Report Report XXX
Beta-Endosulfan (ug/l) XXX XXX XXX Report Report XXX
Heptachlor Epoxide (ug/l) XXX XXX XXX Report Report XXX
PFOA (ng/L) XXX XXX XXX XXX XXX Report
PFOS (ng/L) XXX XXX XXX XXX XXX Report
PFAS (ng/l) XXX XXX XXX XXX XXX Report
Color (Pt-Co Units) XXX XXX XXX Report Report XXX
Color (Pt-Co Units) Downstream Monitoring XXX XXX XXX Report Report XXX
Color (Pt-Co Units)
 Upstream Monitoring
XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.25 XXX 0.81
Temperature (°F) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 41.7 83.4 XXX 10 20 25
Total Suspended Solids 41.7 83.4 XXX 10 20 25
Total Dissolved Solids Report XXX XXX Report XXX XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX 85.9 134 215
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli. (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30
12.5 25.0 XXX 3.0 6.0 7.5
 May 1 - Oct 31 4.17 8.34 XXX 1.0 2.0 2.5
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Antimony, Total 0.063 0.096 XXX 0.015 0.023 0.038
Arsenic, Total 0.11 0.18 XXX 0.027 0.042 0.067
Boron, Total 17.2 23.0 XXX 4.12 5.52 10.3
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cobalt, Total XXX XXX XXX Report Report XXX
Copper, Total 0.23 0.35 XXX 0.055 0.085 0.14
Cyanide, Free 0.046 0.071 XXX 0.011 0.017 0.027
Dissolved Iron 3.34 5.25 XXX 0.80 1.26 2.01
Iron, Total 16.8 26.1 XXX 4.02 6.27 10.05
Manganese, Total 11.18 17.43 XXX 2.68 4.18 6.70
Nickel, Total XXX XXX XXX Report Report XXX
Selenium, Total 0.054 0.088 XXX 0.013 0.021 0.033
Zinc, Total 0.27 0.47 XXX 0.065 0.11 0.16
a-Terpineol 0.013 0.026 XXX 0.0031 0.0063 0.0077
Benzoic Acid 0.058 0.096 XXX 0.014 0.023 0.034
Bis(2-Ethylhexyl) Phthalate 0.018 0.027 XXX 0.0042 0.0065 0.010
p-Cresol 0.011 0.020 XXX 0.0027 0.0048 0.0067
Phenol 0.029 0.038 XXX 0.0069 0.0090 0.017
Trichloroethylene 0.032 0.050 XXX 0.0078 0.012 0.020
Tritium (pCi/L) XXX XXX XXX XXX Report XXX
Uranium XXX XXX XXX XXX Report XXX
Aldrin (ug/l) 0.00021 0.00042 XXX 0.05 0.10 0.125
Beta-BHC (ug/l) 0.00042 0.00067 XXX 0.10 0.16 0.26
Beta-Endosulfan (ug/l) 0.00063 0.00096 XXX 0.15 0.23 0.38
Heptachlor Epoxide (ug/l) 0.00021 0.00042 XXX 0.05 0.10 0.125
PFOA (ng/L) XXX XXX XXX XXX XXX Report
PFOS (ng/L) XXX XXX XXX XXX XXX Report
PFAS (ng/l) XXX XXX XXX XXX XXX Report
Color (Pt-Co Units) XXX XXX XXX Report Report XXX
Color (Pt-Co Units) Downstream Monitoring XXX XXX XXX Report Report XXX
Color (Pt-Co Units)
 Instream Monitoring
XXX XXX XXX Report 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
Maximum
Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant.
Maximum
Ammonia-N Report Report XXX Report XXX XXX
Kjeldahl-N Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX XXX
Total Nitrogen Report Report XXX Report XXX XXX
Total Phosphorus Report Report XXX Report XXX XXX
Net Total Nitrogen (lbs)* XXX 50,803 XXX XXX XXX XXX
Net Total Phosphorus(lbs)* XXX 300 XXX XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Chapter 96 regulations (Water Quality Standards). The conditions include the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 In addition, the permit contains the following major special conditions:

 • A requirement that monitoring for PFOA, PFOS, and PFAS shall use draft analytical method 1633.

 • A re-opener clause indicating that the permit can be amended during its term and permit limits added for PFOA, PFOS, and/or PFAS if Federal effluent guideline limitations are developed for this industry that include these parameters or if surface water quality criteria are promulgated for these parameters. Any such permit amendment would be considered a formal major DEP permitting action subject to applicable permit modification procedures.

 • An option for the permittee to collect and submit to DEP site-specific data to verify or refine the new Water-Quality Based Effluent Limits for 14 parameters which are scheduled to take effect following a three-year compliance schedule, subject to the permittee's input during the draft permit's comment period.

 • A requirement to conduct a Toxics Reduction Evaluation, commencing 120 days from the final permit's effective date, for the 14 parameters with new Water-Quality Based Effluent Limits.

 • A requirement for the permittee to submit progress reports every six months towards achieving the final limits for the 14 parameters with new Water-Quality Based Effluent Limits.

 • A requirement for the permittee to continue to report separately the volume of groundwater discharged at outfall 001; the volume of on-site leachate discharged; the volume of other industrial wastewater generated on-site and discharged; and the volume and source of leachate from off-site introduced to the treatment plant. The permittee is required to report these items on a monthly basis on the Daily Effluent Monitoring Supplemental Reporting Form or as an attachment to the Supplemental DMR forms.

 • A requirement to notify DEP in writing at least 30 days before introducing to the treatment plant any leachate that is not generated on-site. DEP retains the right to not authorize the acceptance of said leachate, or to request additional information if needed.

 • Compliance with the requirements of the facility's DEP-issued waste permit.

 • Notification requirements for Chemical Additives to be used by the permittee and restrictions on their usage.

 • A requirement to electronically submit DEP's Annual Chesapeake Bay Spreadsheet to record nutrient concentrations and loads, any credits purchased, and any offsets applied.

 • Requirements to conduct semi-annual inspections for stormwater management; follow Best Management Practices to keep pollutants out of stormwater discharges; maintain a Preparedness, Prevention, and Contingency Plan; and submit to DEP a Stormwater annual report.

 Members of the public may make an appointment to review the DEP files on this permit by calling the DEP SCRO File Review Coordinator at 717-705-4732. An electronic copy of the draft permit and the associated Fact Sheet are also accessible for review at: NPDES and WQM Public Notice (pa.gov) (www.dep.pa.gov/Business/Water/CleanWater/WastewaterMgmt/Pages/NPDES-and-WQM-Public-Notice.aspx.) From the webpage, click on the link 'Applications Received with Comment Periods Report'. Proceed to uncheck the 'Null' boxes before entering data in fields, enter the Pennsylvania Bulletin publication date or a range of Pennsylvania Bulletin publication dates in the Pennsylvania Bulletin fields shown, the permit number PA0046680 in the field labeled 'Application No.', and 'No' in the 'Open Comments Period' field. Click on 'View Report' button. Click on the links to Draft Permit and to Draft Fact Sheet.

 The EPA Waiver is not in effect due to the existence of a significant Chesapeake Bay discharge.

Southcentral Regional Office

Application No. PA0294098, Concentrated Animal Feeding Operation (CAFO), Wesley Burkholder (Wesley Burkholder Turkey Farm), 4715 Fort McCord Road, Chambersburg, PA 17202-9559.

 Wesley Burkholder has submitted an application for an Individual NPDES permit for a new CAFO known as Wesley Burkholder Turkey Farm, located in Hamilton Township, Franklin County.

 The CAFO is situated near Back Creek (TSF, MF) in Watershed 13-C, which is classified for Trout Stocking and Migratory Fishes. The CAFO will be designed to maintain an animal population of approximately 406.32 animal equivalent units (AEUs) consisting of 18,900 Turkey Tom Brooders and 18,900 Turkey Heavy Toms. All solid turkey manure will be stored on the floor of the turkey barns. There are no manure storages located on this operation. 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.

Southcentral Regional Office

Application No. PA0294110, Concentrated Animal Feeding Operation (CAFO), Kevyn Musser (Kevyn Musser Farm CAFO), 878 S Colebrook Road, Manheim, PA 17545-8676.

 Kevyn Musser has submitted an application for an Individual NPDES permit for a new CAFO known as Kevyn Musser Farm CAFO, located in Rapho Township, Lancaster County.

 The CAFO is situated near Chiques Creek (WWF, MF) in Watershed 7-G, which is classified for Warm Water Fishes and Migratory Fishes. The CAFO will be designed to maintain an animal population of approximately 810.99 animal equivalent units (AEUs) consisting of 5,200 Swine Grow Finish. Liquid Swine Manure is collected in two existing swine underbarn storages. The operation is proposing the construction of a third swine barn with underbarn storage. Prior to operation of the new swine manure storage facility, the design engineer will be required to submit certification that the facility was constructed in accordance with appropriate PA Technical Guide Standards. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 717-705-4732.

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

Southeast Regional Office

Application No. PA0058301, Sewage, SIC Code 8811, Richard Maurer, 807 Ridge Road, Telford, PA 18969-1528. Facility Name: Maurer SRSTP. This existing facility is located in Salford Township, Montgomery 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 Ridge Valley Creek, is located in State Water Plan watershed 3-E and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum Instant.
Maximum
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) XXX XXX XXX 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
Ultraviolet light intensity
 (mW/cm2)
XXX XXX XXX Report
Daily Max
XXX XXX
Nitrate-Nitrite as N XXX XXX XXX 10.0 XXX 20.0
Ammonia-Nitrogen
 Nov 1 - Apr 30
XXX XXX XXX 3.0 XXX 6.0
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0

 In addition, the permit contains the following major special conditions:

 Proposed Part C Conditions:

 I. Other Requirements

 A. AMR to DEP

 B. DMR to DEP

 C. Depth of Septage

 D. Solids Removal from Septic Tanks

 E. No Stormwater

 F. Necessary Property Rights

 G. Proper Sludge Disposal

 H. Abandon STP when Municipal Sewers Available

 I. UV Handling

 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

PA0021148, Sewage, SIC Code 4952, Municipal Authority of Westmoreland County, 124 Park & Pool Road, New Stanton, PA 15672. Facility Name: Mt Pleasant Borough STP. This existing facility is located in Mount Pleasant Borough, Westmoreland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), Shupe Run (WWF), is located in State Water Plan watershed 19-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Copper, Total (ug/L) Report Report XXX Report Report XXX
Cyanide, Free (ug/L) Report Report XXX Report Report XXX
Benzo(k)Fluoranthene (ug/L) Report Report XXX Report Report XXX
Dichlorobromomethane (ug/L) Report Report XXX Report Report XXX
Bis(2-Ethylhexyl)Phthalate (ug/L) Report Report XXX Report Report XXX
Chloroform (ug/L) Report Report XXX Report Report XXX
Indeno(1,2,3-cd)Pyrene (ug/L) Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX XXX 0.03 XXX 0.10

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX XXX 0.011 XXX 0.035

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Copper, Total (ug/L) 0.12 0.18 XXX 9.46 14.2 14.2
Cyanide, Free (ug/L) 0.051 0.079 XXX 4.06 6.33 10.1
Benzo(k)Fluoranthene (ug/L) 0.0001 0.0002 XXX 0.012 0.018 0.029
Dichlorobromomethane (ug/L) 0.014 0.021 XXX 5.78 9.02 14.4
Bis(2-Ethylhexyl)Phthalate (ug/L) 0.005 0.007 XXX 0.37 0.58 0.93
Chloroform (ug/L) 0.072 0.11 XXX 5.78 9.02 14.4
Indeno(1,2,3-cd)Pyrene (ug/L) 0.00001 0.00002 XXX 0.001 0.002 0.003

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX 9.0
Daily Max
XXX
Dissolved Oxygen XXX XXX 5.0
Daily Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)
 Nov 1 - Apr 30
220.0 335.0 XXX 17.0 27.0 36
 May 1 - Oct 31 125.0 185.0 XXX 10.0 15.0 20
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 310.0 475.0 XXX 25.0 38.0 50
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ammonia-Nitrogen
 Nov 1 - Apr 30
40.0 XXX XXX 3.2 4.8 6.4
 May 1 - Oct 31 23.9 XXX XXX 1.91 3.82 XXX
Iron, Dissolved (ug/L) Report Report
Daily Max
XXX Report Report
Daily Max
XXX
Zinc, Total (ug/L) Report Report
Daily Max
XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max
XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

Southwest Regional Office

PA0205681, Sewage, SIC Code 4952, Somerset Township Municipal, P.O. Box 247, Somerset, PA 15501-0247. Facility Name: SCI Somerset STP. This existing facility is located in Black Township, Somerset County.

 Description of Existing Activity: The application is for NPDES permit for an existing discharge of treated sewage.

 The receiving stream(s), UNT to Laurel Run (WWF), is located in State Water Plan watershed 19-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average
Weekly
Minimum Average Monthly Maximum IMAX
Copper, Total (ug/L) XXX XXX XXX Report Report
Daily Max
XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Total Residual Chlorine (TRC) XXX XXX XXX 0.06 XXX 0.18

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Copper, Total (ug/L) XXX XXX XXX 9.15 13.7
Daily Max
13.7
Zinc, Total (ug/L) XXX XXX XXX 117.0 118.0
Daily Max
118

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Daily
Minimum
Average Monthly Maximum IMAX
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max
XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max
XXX
Aluminum, Total XXX XXX XXX XXX Report
Daily Max
XXX
Iron, Total XXX XXX XXX XXX Report
Daily Max
XXX
Manganese, Total XXX XXX XXX XXX Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Outfall 001 are based on a design flow of .42 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
IMAX
Flow (MGD) 0.420 Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 35.0 52.5 XXX 10.0 15.0 20
Biochemical Oxygen Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 35.0 52.5 XXX 10.0 15.0 20
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30
XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30
9.28 XXX XXX 2.65 XXX 5.3
 May 1 - Oct 31 6.66 XXX XXX 1.9 XXX 3.8

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is in effect.


III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.

Northeast Regional Office

 Applicant: SJC Hoffman Lane Holdings, LLC, c/o Salvator Rizutto

 Applicant Address: 6341 Hoffman Lane, Coopersburg, PA 18036-3025

 Application Number: PAD390275

 Application Type: New

 Municipality/County: Lower Milford Township, Lehigh County

 Project Site Name: Limeport Commons

 Total Earth Disturbance Area (acres): 7.57 acres

 Surface Waters Receiving Stormwater Discharges: Saucon Creek via EV Wetlands (HQ-CWF, MF) (EV Wetlands) and UNT to Saucon Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: SJC Hoffman Lane Holdings, LLC is proposing 11 twin housing units and 2 single-family homes. Improvements to the site include a private cul-de-sac street, landscaping, lighting, stormwater management BMPs and new utilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Southeast Regional Office

 Applicant: Borough of Quakertown

 Applicant Address: 35 N. Third Street, Quakertown, PA 18951

 Application Number: PAD090092

 Application Type: New

 Municipality/County: Quakertown Borough and Richland Township, Bucks County

 Project Site Name: Quakertown Wastewater Treatment Plant Upgrade

 Total Earth Disturbance Area (acres): 4.16 acres

 Surface Waters Receiving Stormwater Discharges: Tohickon Creek (TSF, MF), Tohickon Creek (EV)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Install a new reception building and driveway, cogeneration facility structures, and replacement stormwater basin.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

Northcentral Regional Office

 Applicant: Brian Haggy

 Applicant Address: 724 Swart Road Lewisburg PA 17837

 Application Number: PAD600012

 Application Type: New

 Municipality/County: Buffalo Township, Union County

 Project Site Name: Brian Haggy Agricultural Development

 Total Earth Disturbance Area (acres): 3.5 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Black Run (HQ-CWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The project is located in Buffalo Township, Union County, PA. The project consists of the development of 5.0 acres of existing farmstead and agricultural field into a transportation company with building, access drives, on-lot stormwater management, and associated improvements. The development will be situated along Swarts Road (T-410) on an existing farmstead approximately 0.8 mile west of the intersection of Swartz Road (T-410) and Spruce Run Road SR 1001. The project will disturb approximately 3.5 acres.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

Northcentral Regional Office

 Applicant: LandPro Equipment

 Applicant Address: 1756 Lundquist Drive, Falconer, NY 14733

 Application Number: PAD140099

 Application Type: New

 Municipality/County: Potter Township, Centre County

 Project Site Name: LandPro Equipment—Centre Hall

 Total Earth Disturbance Area (acres): 6.63 acres

 Surface Waters Receiving Stormwater Discharges: Spring Creek (HQ-CWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This project is for the construction of a 16,000 SF building, customer parking, outdoor display area, stormwater management facilities, and on-lot wastewater disposal.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

Northcentral Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517

 Application Number: PAD530015

 Application Type: New

 Municipality/County: Sharon Township, Potter County

 Project Site Name: Route 44 Gas Main Replacement

 Total Earth Disturbance Area (acres): 6.1 acres

 Surface Waters Receiving Stormwater Discharges: Oswayo Creek (HQ-CWF) and Wildcat Creek (CWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This project is for installation of approx. 13,315 ft of 8 and 2-inch HDPE gas main and associated gas service lines via HDD and direct burial to replace a section of existing gas main.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

Northcentral Regional Office

 Applicant: UGI Utilities, Inc.

 Applicant Address: 1 UGI Drive, Denver, PA 17517

 Application Number: PAD530016

 Application Type: New

 Municipality/County: Sweden Township and Eulalia Township, Potter County

 Project Site Name: Roberts Road Gas Main Replacement

 Total Earth Disturbance Area (acres): 1.73 acres

 Surface Waters Receiving Stormwater Discharges: Mill Creek and Trout Run (HQ-CWF0) Wild Trout

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This project is for installation of approx. 11,228 ft of 6, 4, and 2-inch HDPE gas main and associated gas service lines via HDD and direct burial to replace a section of existing gas main.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

Northeast Regional Office

 Applicant: DEPG Mosier Associates, LP

 Applicant Address: 1000 Fayette St., Conshohocken, PA 19428

 Application Number: PAD450013 A-5

 Application Type: Renewal

 Municipality/County: Smithfield Township, Monroe County

 Project Site Name: Smithfield Gateway Phase 1A-2

 Total Earth Disturbance Area (acres): 34.89 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Brodhead Creek (TSF, MF), Brodhead Creek (TSF, MF), Marshall's Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Development of Phase 1A-2 of Smithfield Gateway for the construction of a Convenience Store and restaurant, including utilities and stormwater management facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Southeast Regional Office

 Applicant: Stoltzfus Enterprises LTD

 Applicant Address: 26 East Main Street, Elverson, PA 19520

 Application Number: PAD150308

 Application Type: New

 Municipality/County: West Nantmeal Township, Chester County

 Project Site Name: 626 Bulltown Road

 Total Earth Disturbance Area (acres): 3.895 acres

 Surface Waters Receiving Stormwater Discharges: French Creek (EV, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: A single family home and barn is proposed with public water and sewer. The drainage area is divided into a Bypass Area (controlled by a proposed culvert) and an area controlled by BMP's including vegetation, swales, and an infiltration basin.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

Northeast Regional Office

 Applicant: Jake Vida Management Corp of PA

 Applicant Address: 60 Davinci Drive, Bohemia, NY 11716

 Application Number: PAD480192

 Application Type: New

 Municipality/County: City of Bethlehem, Northampton County

 Project Site Name: 2897 Easton Avenue Apartments

 Total Earth Disturbance Area (acres): 2.6 acres

 Surface Waters Receiving Stormwater Discharges: Nancy Run (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This project will construct two (2) multi-family apartment buildings with a total of fifty-four (54) residential units (14 one-bedroom units and 40 two-bedroom units). The project will also include construction of associated parking and stormwater management facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Northcentral Regional Office

 Applicant: Brian Haggy

 Applicant Address: 724 Swartz Road, Lewisburg, PA 17837

 Application Number: PAD600012

 Application Type: New

 Municipality/County: Buffalo Township, Union County

 Project Site Name: Brian Haggy Agricultural Development

 Total Earth Disturbance Area (acres): 3.5 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Black Run (HQ-CWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The project is located in Buffalo Township, Union County, PA. The project consists of the development of 5.0 acres of existing farmstead and agricultural field into a transportation company with building, access drives, on-lot stormwater management, and associated improvements. The development will be situated along Swarts Road (T-410) on an existing farmstead approximately 0.8 mile west of the intersection of Swartz Road (T-410) and Spruce Run Road SR 1001. The project will disturb approximately 3.5 acres.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-327-3693.

Southeast Regional Office

 Applicant: Philadelphia Department of Aviation

 Applicant Address: 8500 Essington Ave, Philadelphia, PA 19153

 Application Number: PAD230012 A-19

 Application Type: Major Amendment

 Municipality/County: City of Philadelphia, Philadelphia County

 Project Site Name: PHL Runway 8-26 EMAS System

 Total Earth Disturbance Area (acres): 7.974 acres

 Surface Waters Receiving Stormwater Discharges: Lower Schuylkill/Delaware River South (WWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The Philadelphia International Airport is building a standard safety area and installing an Engineered Material Arresting System (EMAS) at the end of Runway 8-26 to comply with current FAA Standards. The safety area has a limit of disturbance greater than 1 acre and converting a large portion of turf area to asphalt. A large rain garden/bio retention system will be located at the end of the new safety area.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 484-250-5910.

Northeast Regional Office

 Applicant: Kenneth Schuchman

 Applicant Address: P.O. Box 404, Marshalls Creek, PA 18335

 Application Number: PAD450072

 Application Type: Renewal

 Municipality/County: Smithfield Township, Monroe County

 Project Site Name: JMS/Hallet-Buttermilk Falls Corporate Center

 Total Earth Disturbance Area (acres): 3.5 acres

 Surface Waters Receiving Stormwater Discharges: Candle Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Renewal of NPDES Permit for Construction of a 26,600 square foot building with parking, utilities and stormwater management facilities.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Southcentral Regional Office

 Applicant: Andrew Ill

 Applicant Address: 2143 East Mount Hope Road, Manheim, PA 17545

 Application Number: PAD360106

 Application Type: New

 Municipality/County: Penn Township, Lancaster County

 Project Site Name: Andrew Ill

 Total Earth Disturbance Area (acres): 9.38 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Shearers Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Construction of new animal heavy use area and feed bunkers.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4732.

Northeast Regional Office

 Applicant: Bethlehem Parking Authority

 Applicant Address: 85 W. North St., Bethlehem, PA 18018

 Application Number: PAD480191

 Application Type: New

 Municipality/County: City of Bethlehem, Northampton County

 Project Site Name: Walnut Street Parking Garage

 Total Earth Disturbance Area (acres): 1.39 acres

 Surface Waters Receiving Stormwater Discharges: Monocacy Creek—HQ-CWF, MF

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: This project proposes improvements to the site, including: the demolition of 56,486 square feet garage, and rock stabilization.

 Special Conditions: N/A—No site-specific special conditions proposed.

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

Southcentral Regional Office

 Applicant: Boing US Holdco, Inc.

 Applicant Address: 440 South Church Street, Suite 700, Charlotte, NC 28202

 Application Number: PAD210098

 Application Type: New

 Municipality/County: Middlesex Township, and North Middleton Township, Cumberland County

 Project Site Name: Take 5 Car Wash & Oil Change

 Total Earth Disturbance Area (acres): 1.4 acres

 Surface Waters Receiving Stormwater Discharges: Letort Spring Run, (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Construction of a drive through car wash and oil change building.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4732.

Southcentral Regional Office

 Applicant: M&G Realty Inc.

 Applicant Address: 2295 Susquehanna Trail, Suite C, York, PA 17404

 Application Number: PAD070014A-1

 Application Type: Major Amendment

 Municipality/County: Antis Township, Blair County

 Project Site Name: Rutters # 82—Waste Haul Road

 Total Earth Disturbance Area (acres): 2.76 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Sandy Run (HQ-CWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The major amendment adds a temporary haul road to the already approved earth disturbances for the proposed construction of a Rutter's convenience store with fuel dispensing facilities, parking lot, and stormwater best management practices.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4732.

Southwest Regional Office

 Applicant: Peoples Natural Gas Company LLC

 Applicant Address: 375 North Shore Drive, Suite 600, Pittsburgh, PA 15212

 Application Number: PA630005D

 Application Type: New

 Municipality/County: Beallsville Borough and Deemston Borough, North Bethlehem Township, Somerset Township, West Bethlehem Township, and West Pike Run Township, Washington County.

 Project Site Name: Goodwin Tombaugh System Conversion Phase 3 Areas 10—12

 Total Earth Disturbance Area (acres): 30 acres

 Surface Waters Receiving Stormwater Discharges: Center Branch Pigeon Creek (WWF), Plum Run (TSF), Daniels Run (TSF), and Pigeon Creek (WWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The Project consists of the installation of 10 miles of new 2-inch, 3-inch, 4-inch and 6-inch plastic gas pipeline in Beallsville Borough, Deemston Borough, North Bethlehem Township, Somerset Township, West Bethlehem Township, and West Pike Run Township, Washington County, PA. PNG intends to complete a portion of the Project using Horizontal Directional Drilling (HDD) to reduce earth disturbance and limit environmental impacts. The remainder of the Project will be installed via trenching methods. Use of the existing pipeline will be abandoned. The pipeline will remain in place except for sections of exposed pipeline within streams and wetlands, which will be removed. Additionally, the abandoned pipeline will either be removed or capped at all stream and wetland crossings in accordance with PA DEP requirements. In-lieu of grouting the abandoned line at resource crossings, PNG shall maintain liability of the abandoned line. If there are any environmental concerns or any issues identified due to the abandoned pipe, PNG will be responsible to correct the issue. The Project will be restored to pre-construction conditions and no new permanent impervious areas are proposed.

 Special Conditions: Earth disturbance may not commence in Chapter 105 regulated areas until all Chapter 105 authorizations have been obtained.

 You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.

Southwest Regional Office

 Applicant: North Allegheny Wind, LLC

 Applicant Address: 115 Industrial Drive, Cresson, PA 16630

 Application Number: PAD110016

 Application Type: New

 Municipality/County: Cresson Township, Juniata Township, Portage Township and Washington Township, Cambria County and Blair County

 Project Site Name: North Allegheny Wind Repower

 Total Earth Disturbance Area (acres): 82.45 acres

 Surface Waters Receiving Stormwater Discharges: UNT 46071 to Spring Run (CWF), UNT 46099 to Bens Creek (CWF), UNT 46053 to Trout Run (CWF), UNTs to Bobs Creek (CWF-HQ), Bobs Creek (CWF-HQ), UNTs to Trout Run; Trout Run (CWF), UNT 46103 to Bens Creek (CWF), UNT 46111 to Little Conemaugh River (CWF), UNT 16368 to Blair Run (CWF) and UNTs 16496, 16497 to Poplar Run (CWF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: North Allegheny Wind Repower Project proposes to repower the existing turbines with newer technology turbines. The project includes repowering 33 turbines out of the existing 35 turbines within Cambria and Blair Counties. The repower work proposes additional gravel areas during the repowering process by expanding the turning radius to facilitate crane mobilization. After the completion of work, these locations will be restored to their original conditions. As no additional permanent impervious areas are proposed, the project is considered as a Site Restoration Project. As part of site restoration, the immediate area surrounding the pads near each turbine will be treated with permanent seeding.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 412-442-4286.

Northwest Regional Office

 Applicant: Millfair Holdings LLC

 Applicant Address: 10 Peninsula Drive, Erie, PA 16505

 Application Number: PAD250021

 Application Type: New

 Municipality/County: McKean Township, Erie County

 Project Site Name: Sterretania Road RV Parking

 Total Earth Disturbance Area (acres): 5.7 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Walnut Creek HQ, CWF, MF

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: Construction of a RV parking area, stormwater conveyance system, and rain garden.

 Special Conditions: A—L

 You may review the permit application file by contacting DEP's File Review Coordinator at 814-332-6078.

Northeast Regional Office

 Applicant: WIP Allentown Redevelopment, LLC c/o Matthew Hainzl

 Applicant Address: 100 Passaic Avenue, Suite 240, Fairfield, NJ 07004-3520

 Application Number: PAD390278

 Application Type: New

 Municipality/County: City of Allentown, Lehigh County

 Project Site Name: South 12th Street Redevelopment

 Total Earth Disturbance Area (acres): 8.6 acres

 Surface Waters Receiving Stormwater Discharges: Trout Creek (HQ-CWF, MF)

 Proposed Effluent Limitations: The draft permit requires implementation of an Erosion and Sediment Control (E&S) Plan and a Post-Construction Stormwater Management (PCSM) Plan and compliance with Federal technology-based effluent standards at 40 CFR Part 450.

 Rate or Frequency of Discharge: Stormwater discharges during and following earth disturbance activities are precipitation-induced and will vary depending on factors such as the area of impervious surfaces, the size and placement of best management practices (BMPs) and the intensity of precipitation.

 Project Description: The proposal includes the demolition of an existing commercial retail site and construction of a new 133,000 SF warehouse facility with associated improvements including parking areas, walkways, access drives, truck loading docks and storage spaces, utilities, stormwater management systems and landscaping.

 Special Conditions: N/A—No site-specific special conditions proposed

 You may review the permit application file by contacting DEP's File Review Coordinator at 570-826-5472.

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