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COMMONWEALTH OF PENNSYLVANIA

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PA Bulletin, Doc. No. 23-324

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices


APPLICATIONS

[53 Pa.B. 1400]
[Saturday, March 11, 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 provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.

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

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

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

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

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

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

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

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

DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814-332-6078. 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
PAD140061 Chapter 102 Individual NPDES Permit Amendment Minor State College Area
School District
240 Villa Crest Drive
State College, PA 16801-7951
State College Borough
Centre County
NCRO
1518805 Joint DEP/PFBC Pesticides Permit Renewal Hill Paula
1477A Glen Brook Lane
West Chester, PA 19380
East Goshen Township
Chester County
SERO
1518807 Joint DEP/PFBC Pesticides Permit Renewal Duckett Mill Farm LLC
988 Garrett Mill Road
Newtown Square, PA 19073
Willistown Township
Chester County
SERO
2313840 Joint DEP/PFBC Pesticides Permit Renewal Marie & Pat Oconnor
207 Ashwood Road
Villanova, PA 19085-1503
Radnor Township
Delaware County
SERO
4613830 Joint DEP/PFBC Pesticides Permit Renewal Garbose Lynn
P.O. Box 642
Gwynedd Valley, PA 19437-0642
Whitpain Township
Montgomery County
SERO
4613835 Joint DEP/PFBC Pesticides Permit Renewal Fisher Conrad H
2675 Deep Creek Road
Green Lane, PA 18054-9571
New Hanover Township
Montgomery County
SERO
4613838 Joint DEP/PFBC Pesticides Permit Renewal Hermitage HOA
1165 Saint Andrews Road
Bryn Mawr, PA 19010-1949
Lower Merion Township
Montgomery County
SERO
4613851 Joint DEP/PFBC Pesticides Permit Renewal Rowe Daphne
650 Carisbrooke Road
Bryn Mawr, PA 19010-3622
Lower Merion Township
Montgomery County
SERO
5113801 Joint DEP/PFBC Pesticides Permit Renewal Cavanaugh Michael And Emily
603 West Hartwell Lane
Philadelphia, PA 19118
Philadelphia City
Philadelphia County
SERO
PA0042269 Major Sewage Facility
>= 5 MGD
Individual NPDES Permit
DEP-
Initiated Minor Amendment
Lancaster Area Sewer Authority Lancaster County
130 Centerville Road
Lancaster, PA 17603-4007
Manor Township
Lancaster County
NWRO
3523403 Major Sewage Treatment Facility Individual WQM Permit New PA American Water Co.
852 Wesley Drive
Mechanicsburg, PA 17055-4436
Scranton City
Lackawanna County
NERO
PA0113727 Minor Sewage Facility
< 0.05 MGD
Individual NPDES Permit
Transfer Country Place MHC
P.O. Box 275
Lake Hiawatha, NJ 07034-0275
Sandy Township
Clearfield County
NCRO
0223203 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit New Duquesne Light Co.
2825 New Beaver Avenue
Pittsburgh, PA 15233
Springdale Borough
Allegheny County
SWRO
6500202 Minor and Non-NPDES Industrial Waste Treatment Facility Individual WQM Permit Amendment Texas Eastern Trans LP
5400 Westheimer Court
Houston, TX 77056-5353
Salem Township
Westmoreland County
SWRO
0117401 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment The York Water Co.
130 East Market Street
York, PA 17401
Straban Township
Adams County
SCRO
1773403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Sandy Township
Clearfield County
P.O. Box 267
DuBois, PA 15801-0267
Sandy Township
Clearfield County
NCRO
1788403 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Country Place MHC
P.O. Box 275
Lake Hiawatha, NJ 07034-0275
Sandy Township
Clearfield County
NCRO
1793411 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Transfer Country Place MHC
P.O. Box 275
Lake Hiawatha, NJ 07034-0275
Sandy Township
Clearfield County
NCRO
1988407 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Orange Township
Columbia County
2028 State Route 487
Orangeville, PA 17859-9029
Orange Township
Columbia County
NCRO
1990406 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Orange Township
Columbia County
2028 State Route 487
Orangeville, PA 17859-9029
Orange Township
Columbia County
NCRO
4397408 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Jackson Center Borough
Mercer County
P.O. Box 38
Jackson Center, PA 16133-0038
Jackson Center Borough
Mercer County
NWRO
4807405 Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit Amendment Hickory Hills
Mobile Home Comm
121 Hickory Hills Drive
Bath, PA 18014
Moore Township
Northampton County
NERO
NOEXNE049 No Exposure Certification New Mast Enterprises Equip
2040 Bill Tuck Highway
South Boston, VA 24592-6364
Ransom Township
Lackawanna County
NERO
NOEXNE050 No Exposure Certification New UGI Utilities Inc.
1730 Murray Street
Kingston, PA 18704-4343
Forty Fort Borough
Luzerne County
NERO
NOEXNW080 No Exposure Certification Renewal Acutec Precision Aerospace Inc.
13555 Broadway
Meadville, PA 16335-8307
Vernon Township
Crawford County
NWRO
NOEXNW182 No Exposure Certification Renewal Acutec Precision Aerospace Inc.
13555 Broadway
Meadville, PA 16335-8307
Hayfield Township
Crawford County
NWRO
NOEXSW129 No Exposure Certification Renewal Gardner Denver Nash LLC
200 Simko Boulevard
Charleroi, PA 15022-3493
Charleroi Borough
Washington County
SWRO
PAG030122 PAG-03 NPDES General Permit for Industrial Stormwater Renewal BFI Waste Service of PA LLC
731 E Reliance Road
Telford, PA 18969-1165
Telford Borough
Bucks County
SERO
PAG030123 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Pennridge School District
1506 N 5th Street
Perkasie, PA 18944-2207
East Rockhill Township
Bucks County
SERO
PAG030126 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Penn Color Inc.
2801 Richmond Road
Hatfield, PA 19440-1808
Hatfield Township
Montgomery County
SERO
PAG030127 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Waste Management of PA Inc.
1000 New Ford Mill Road
Morrisville, PA 19067
Upper Darby Township
Delaware County
SERO
PAG032253 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Joe Squid, Inc.
1410 Plank Road
New Milford, PA 18834-7603
Harford Township
Susquehanna County
NERO
PAG033626 PAG-03 NPDES General Permit for Industrial Stormwater Renewal United Corrstack
dba DS Smith
720 Laurel Street
Reading, PA 19602-2718
Reading City
Berks County
SCRO
PAG033661 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Yerty Auto Parts, Inc.
8358 Woodbury Pike
Roaring Spring, PA 16673-8107
Taylor Township
Blair County
SCRO
PAG033670 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Freedom Equipment, Inc.
4400 Gettysburg Road
Camp Hill, PA 17011-6631
Newberry Township
York County
SCRO
PAG033674 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Graham Pkg Co. LP
700 Indian Springs Drive
Suite 100
Lancaster, PA 17601-7800
Manchester Township
York County
SCRO
PAG033674 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Liberty Excav, Inc.
4402 Gettysburg Road
Camp Hill, PA 17011
Lower Allen Township
Cumberland County
SCRO
PAG033675 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Sunoco Pipeline LP
100 Green Street
Marcus Hook, PA 19061-4800
Spring Township
Berks County
SCRO
PAG033676 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Petrochoice LLC
640 Freedom Business
Center Drive
King of Prussia, PA 19406-1332
Broad Top Township
Bedford County
SCRO
PAG033686 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Richland Partners LLC
dba Leffler Energy
P.O. Box 659
21 Unionville Road
Suite 300
Douglassville, PA 19518-0659
Union Township
Berks County
SCRO
PAG034889 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Wheeland Lumber Co. Inc.
3558 Williamson Trail
Liberty, PA 16930-9065
Jackson Township
Lycoming County
NCRO
PAG034891 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Integrity Ind Inc.
2710 E Corral Avenue
Kingsville, TX 78363-4109
Muncy Creek Township
Lycoming County
NCRO
PAG034893 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Covington Salvage Yard
2517 N Williamson Road
Covington, PA 16917-9526
Covington Township
Tioga County
NCRO
PAG036216 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Lindy Paving, Inc.
1807 Shenango Road
New Galilee, PA 16141
Big Beaver Borough
Beaver County
SWRO
PAG036278 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Michael Bros Hauling, Inc.
901 Horning Road
Pittsburgh, PA 15236-2833
Baldwin Borough
Allegheny County
SWRO
PAG036330 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Ward Trucking Corp
2901 Freeport Road
Pittsburgh, PA 15238-1417
Harmar Township
Allegheny County
SWRO
PAG036331 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Chambers
Development Co., Inc.
600 Thomas Street
Monroeville Ldfl
Monroeville, PA 15146
Monroeville Borough
Allegheny County
SWRO
PAG036333 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Robert M Casturo
750 W 5th Avenue
McKeesport, PA 15132-3505
McKeesport City
Allegheny County
SWRO
PAG036334 PAG-03 NPDES General Permit for Industrial Stormwater Renewal USA South Hills Landfill, Inc.
3100 Hill Road
Library, PA 15129-9443
South Park Township
Allegheny County
SWRO
PAG038411 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Lindy Paving Inc.
1807 Shenango Road
New Galilee, PA 16141-2241
New Castle City
Lawrence County
NWRO
PAG038412 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Mersen USA GS Corp—
St Marys
215 Stackpole Street
Saint Marys, PA 15857-1401
Saint Marys City
Elk County
NWRO
PAG038413 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Graham Pkg Co. LP
105 Bolivar Drive
Bradford, PA 16701-3128
Bradford City
McKean County
NWRO
PAR113559 PAG-03 NPDES General Permit for Industrial Stormwater Renewal American Hydro Corp
P.O. Box 3628
York, PA 17402-0136
Hellam Township
York County
SCRO
PAR123514 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Land O Lakes
Purina Feed, LLC
dba Hess Mills
3029 Hempland Road
Lancaster, PA 17601-1309
East Hempfield Township
Lancaster County
SCRO
PAR123542 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Ventura Foods, LLC
1501 Orchard Drive
Chambersburg, PA 17201-4812
Chambersburg Borough
Franklin County
SCRO
PAR203614 PAG-03 NPDES General Permit for Industrial Stormwater Renewal MI Windows & Doors, LLC
1001 54th Avenue NE
Tacoma, WA 98424
Gratz Borough
Dauphin County
SCRO
PAR223516 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Culpeper of Leola, LLC
33 Glenola Drive
Leola, PA 17540-1902
Upper Leacock Township
Lancaster County
SCRO
PAR233544 PAG-03 NPDES General Permit for Industrial Stormwater Renewal The Sherwin Williams Manufacturing Co.
3050 Hanford Drive
Lebanon, PA 17046-2673
North Lebanon Township
Lebanon County
SCRO
PAR323507 PAG-03 NPDES General Permit for Industrial Stormwater Renewal York Group Inc.
2880 Black Bridge Road
York, PA 17406-9703
Manchester Township
York County
SCRO
PAR403509 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Sanitary Sewer
Fisher Steel Corp
625 Baumgardner Road
Lancaster, PA 17603-9649
Pequea Township
Lancaster County
SCRO
PAR603534 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Darrahs Auto & Recycling
535 E Prospect Street
York, PA 17403-2406
York City
York County
SCRO
PAR703516 PAG-03 NPDES General Permit for Industrial Stormwater Renewal CRS SPV Inc.
569 Industrial Drive
Lewisberry, PA 17339-9532
Fairview Township
York County
SCRO
PAR803668 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Carlos R Leffler, Inc.
P.O. Box 659
Douglassville, PA 19518-0659
Mount Joy Township
Lancaster County
SCRO
PAR803669 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Leffler Energy, LLC
P.O. Box 659
Douglassville, PA 19518-0659
New Holland Borough
Lancaster County
SCRO
PAR803712 PAG-03 NPDES General Permit for Industrial Stormwater Renewal Leffler Energy, LLC
P.O. Box 659
Douglassville, PA 19518-0659
Palmyra Borough
Lebanon County
SCRO
PAG133631 PAG-13 NPDES General Permit for MS4s Renewal Juniata Township
Blair County
387 Rocky Ridge Lane
Duncansville, PA 16635-4006
Juniata Township
Blair County
SCRO
0622409 Sewer Extensions WQM
Individual Permit
New Spring Township
Berks County
2850 Windmill Road
Sinking Spring, PA 19608-1668
Spring Township
Berks County
SCRO
4023401 Sewer Extensions WQM
Individual Permit
New Exeter Borough
Luzerne County
1101 Wyoming Avenue
Exeter, PA 18643-1917
Exeter Borough
Luzerne County
NERO
PA0233170 Single Residence STP
Individual NPDES Permit
Transfer Bella Edward R
265 Silverdale Road
Julian, PA 16844-8521
Huston Township
Centre County
NCRO
PA0272388 Single Residence STP
Individual NPDES Permit
Transfer Carfangia Stephen
4297 Fox Hill Road
Russell, PA 16345-5515
Pine Grove Township
Warren County
NWRO
0723402 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Snook Matthew
2743 Grandview Road
Tyrone, PA 16686-7417
Antis Township
Blair County
SCRO
0723403 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Trent Garrett
2445 Grandview Road
Tyrone, PA 16686-7411
Antis Township
Blair County
SCRO
1421402 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Bella Edward R
265 Silverdale Road
Julian, PA 16844-8521
Huston Township
Centre County
NCRO
1618411 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Aiello Maria
639 Maxwell Road
Clarion, PA 16214-7137
Highland Township
Clarion County
NWRO
2523405 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Dara & Kyle Bucholtz
10176 Route 98
Edinboro, PA 16412-3616
Franklin Township
Erie County
NWRO
3723401 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Osterrieder Gary
894 Old Ash Road
Volant, PA 16156-6124
Plain Grove Township
Lawrence County
NWRO
4323404 Single Residence Sewage Treatment Plant
Individual WQM Permit
New Schwanbeck Laura
12831 Wheeler Place
Santa Ana, CA 92705-1130
Hermitage City
Mercer County
NWRO
6219409 Single Residence Sewage Treatment Plant
Individual WQM Permit
Transfer Carfangia Stephen
4297 Fox Hill Road
Russell, PA 16345-5515
Pine Grove Township
Warren County
NWRO
WQG02222303 WQG-02 WQM General Permit New South Hanover Township
Sewer Authority
Dauphin County
161 Patriot Way
Hershey, PA 17033-5044
South Hanover Township
Dauphin County
SCRO
WQG02452301 WQG-02 WQM General Permit New Stroudsburg Borough
Monroe County
700 Sarah Street
Stroudsburg, PA 18360-2122
Stroudsburg Borough
Monroe County
NERO

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

PA0009318, Industrial, SIC Code 3357, Prysmian Cables & System USA LLC, 409 Reighard Avenue, Williamsport, PA 17701-4171. Facility Name: Gen Cable Ind Inc. This existing facility is located in Williamsport City, Lycoming 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), Fox Hollow Run (WWF), is located in State Water Plan watershed 10-A 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 Outfalls 001 and 003—005 are not based on a design flow.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.068 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Daily
Maximum
Minimum Average Quarterly Daily
Maximum
IMAX
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Biochemical Oxygen
 Demand (BOD5)
XXX 15 XXX 26
Avg Mo
XXX 33
Total Suspended Solids XXX 11 XXX 19
Avg Mo
XXX 24
Oil and Grease XXX 16 XXX 15
Avg Mo
29 30
Cadmium, Total (lbs/min, ug/L) 0.0005 0.0007 XXX 0.84 1.32 2.11
Copper, Total (ug/L) XXX XXX XXX Report Report XXX
Iron, Dissolved (ug/L) XXX XXX XXX Report Report XXX
Selenium, Total (ug/L) 0.009 0.014 XXX 15.6 24.3 38.9
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Acrolein (ug/L) 0.003 0.005 XXX 6.0 9.36 15
Acrylamide (ug/L) 0.008 0.001 XXX 1.4 2.19 3.51
Vinyl Chloride (ug/L) 0.0002 0.0004 XXX 0.4 0.62 1

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

 • Other 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 570-327-3693.

 The EPA Waiver is in effect.

Northcentral Regional Office

PA0040835 A-1, Industrial, SIC Code 0273, Pennsylvania Fish And Boat Commission, 1735 Shiloh Road, State College, PA 16801-8400. Facility Name: Bellefonte Lower Spring Creek Fish Cultural Station. This existing facility is located in Benner Township, Centre County.

 Description of Existing Activity: The application is for an NPDES permit amendment for an existing discharge of treated industrial waste at the Bellefonte State Fish Hatchery.

 The receiving stream(s), Spring Creek (HQ-CWF), is located in State Water Plan watershed 9-C 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 only proposed change is the amendment of monitoring frequencies for CBOD5 and ammonia from 2/week to 1/week.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

Northcentral Regional Office

PA0043681, Sewage, SIC Code 4952, Valley Joint Sewer Authority, 1 S. River Street, Athens, PA 18810-1701. Facility Name: Valley Joint Sewer Authority WW Treatment Plant. This existing facility is located in Athens Borough, Bradford 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), Susquehanna River (WWF), is located in State Water Plan watershed 4-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 2.25 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average
Minimum Average Monthly Weekly
Average
Instant. Maximum
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
465 750 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Total Suspended Solids 560 840 XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent
Report Report
Daily Max
XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
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 Mo
XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
Report
Total Mo
XXX XXX XXX XXX XXX
Copper, Total (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 monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Monthly Annual Monthly Monthly
Average
Maximum Instant. Maximum
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net
XXX 41,095
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 5,479
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

 • Whole Effluent Toxicity (WET)

 • Stormwater Requirements

 • Other 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.

Northcentral Regional Office

PA0009725, Industrial, SIC Code 3312, Jersey Shore Steel Co., P.O. Box 5055, Jersey Shore, PA 17740-5055. Facility Name: Jersey Shore Steel Plant. This existing facility is located in Pine Creek Township, Clinton 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 West Branch Susquehanna River (CWF, MF), is located in State Water Plan watershed 9-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 0.04 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Temperature (deg F) (°F) XXX XXX XXX Report Report
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.04 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Temperature (deg F) (°F)
 Jan 1 - 31 XXX XXX XXX XXX 76.8
Daily Max
XXX
 Feb 1 - 28 XXX XXX XXX XXX 73.4
Daily Max
XXX
 Mar 1 - 31 XXX XXX XXX XXX 70.2
Daily Max
XXX
 Apr 1 - 15 XXX XXX XXX XXX 72.0
Daily Max
XXX
 Apr 16 - 30 XXX XXX XXX XXX 100.0
Daily Max
XXX
 May 1 - 15 XXX XXX XXX XXX 79.9
Daily Max
XXX
 May 16 - 31 XXX XXX XXX XXX 83.5
Daily Max
XXX
 Jun 1 - 15 XXX XXX XXX XXX 85.5
Daily Max
XXX
 Jun 16 - 30 XXX XXX XXX XXX 95.2
Daily Max
XXX
 Jul 1 - 31 XXX XXX XXX XXX 102.0
Daily Max
XXX
 Aug 1 - 15 XXX XXX XXX XXX 92.9
Daily Max
XXX
 Aug 16 - 31 XXX XXX XXX XXX 92.8
Daily Max
XXX
 Sep 1 - 15 XXX XXX XXX XXX 93.6
Daily Max
XXX
 Sep 16 - 30 XXX XXX XXX XXX 92.5
Daily Max
XXX
 Oct 1 - 15 XXX XXX XXX XXX 89.9
Daily Max
XXX
 Oct 16 - 31 XXX XXX XXX XXX 88.5
Daily Max
XXX
 Nov 1 - 15 XXX XXX XXX XXX 86.6
Daily Max
XXX
 Nov 16 - 30 XXX XXX XXX XXX 84.1
Daily Max
XXX
 Dec 1 - 31 XXX XXX XXX XXX 81.1
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.04 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max
XXX
Total Suspended Solids 16.6 33.3 XXX 50.0 100.0 100
Oil and Grease 5.0 10.0 XXX 15.0 30.0 30
Antimony, Total 0.003 0.004 XXX 0.00838 0.0131 0.021
Arsenic, Total Report Report XXX Report Report XXX
Chromium, Hexavalent Report Report XXX Report Report XXX
Cyanide, Free Report Report XXX Report Report XXX
Iron, Total 0.75 1.17 XXX 2.245 3.503 5.613
Lead, Total 0.002 0.002 XXX 0.0045 0.0071 0.0115
Selenium, Total 0.002 0.004 XXX 0.0074 0.0117 0.0187
Silver, Total 0.001 0.002 XXX 0.0035 0.0053 0.00538
Thallium, Total (ug/L) 0.0001 0.0002 XXX 0.36 0.56 0.9

 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
Maximum
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Total Nitrogen XXX Report XXX XXX Report XXX
Total Phosphorus XXX Report XXX XXX Report XXX

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

 • Compliance Schedule

 • Industrial Stormwater 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

Northcentral Regional Office

PA0232785, Industrial, SIC Code 2048, Cargill Inc., 70 Agway Lane, Winfield, PA 17889-9131. Facility Name: Cargill Feed & Nutrition. This existing facility is located in Union Township, Union County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of industrial waste and stormwater.

 The receiving stream(s), Winfield Creek and Unnamed Tributary to Winfield Creek, are located in State Water Plan watershed 10-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 monitoring requirements for Outfalls 002—004 and IMP 201 are as follows:

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
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
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for IMP 101 are based on a design flow of 0.006798 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Dissolved Solids 113.3 226.7
Daily Max
XXX 2,000.0 4,000.0
Daily Max
5,000

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

Northcentral Regional Office

PA0233277, Storm Water, SIC Code 2421, Northeast Softwoods LLC, 2440 Earlystown Road, Centre Hall, PA 16828-9146. Facility Name: Northeast Softwoods. This proposed facility is located in Buffalo Township, Union County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of industrial stormwater.

 The receiving stream, Unnamed Tributary to Spruce Run (HQ-CWF, MF), is located in State Water Plan watershed 10-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 and Outfall 002 are based on a design flow of 0.0 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Chromium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Pentachlorophenol XXX XXX XXX XXX Report XXX

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

 • Stormwater Outfalls

 • Best Management Practices

 • Routine Inspections

 • Preparedness, Prevention and Contingency Plan

 • Stormwater Monitoring Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

Northwest Regional Office

PA0291242, Sewage, SIC Code 8800, Tracy Swiderski, 6 Madaket Way, Sandwich, MA 02563-2676. Facility Name: Tracy Swiderski SRSTP. This proposed facility is located in Girard 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 (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 .0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
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.

Northwest Regional Office

PA0292851, Sewage, SIC Code 8800, Scott Weaver, 2099 Rutledge Road, Transfer, PA 16154. Facility Name: Scott Weaver SRSTP. This proposed facility is located at 701 Mercer Road, Greenville, PA 16125 in Delaware 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), Unnamed Tributary of 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
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6
Inst Min
XXX XXX 9
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10 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

PA0033553, Sewage, SIC Code 8211, Gehmans Mennonite School, 650 Gehman School Road, Denver, PA 17517-8921. Facility Name: Gehmans Mennonite School. This existing facility is located in Brecknock 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, Little Muddy 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 .0014 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
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 Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000
Ammonia-Nitrogen 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 717-705-4732.

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0070351, Sewage, SIC Code 4952, Amity Township, Berks County, 2004 Weavertown Road, Douglassville, PA 19518-8971. Facility Name: Amity Township STP. This existing facility is located in Amity Township, Berks County.

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

 The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.2 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5) 458 734
Weekly
Average
XXX 25.0 40.0
Weekly
Average
50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 550 825
Weekly
Average
XXX 30.0 45.0
Weekly
Average
60
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Dissolved Solids 18,348 XXX XXX 1,000.0 XXX 2,000.0
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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 220 XXX XXX 12.0 XXX 24
 May 1 - Oct 31 73 XXX XXX 4.0 XXX 8
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.9 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Ultraviolet Light Transmittance (%) XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5) 460 701
Weekly
Average
XXX 19.0 29.0
Weekly
Average
38
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Suspended Solids 726 1,088
Weekly
Average
XXX 30.0 45.0
Weekly
Average
60
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report XXX XXX
Total Dissolved Solids 24,186 XXX XXX 1,000.0 XXX 2,000
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 XXX XXX XXX XXX XXX Report
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 290 XXX XXX 12.0 XXX 24
 May 1 - Oct 31 97 XXX XXX 4.0 XXX 8
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

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

 • Polychlorinated Bi-Phenyls Implementation of Pollutant Minimization Plan and Annual Reports

 • Stormwater Best Management Practices

 • Must Submit a WQM Permit Application Prior to Expansion of Treatment Plant

 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.

Southcentral Regional Office

PA0087785, Sewage, SIC Code 3999, White Deer Run Inc., 202 Cove Forge Road, Williamsburg, PA 16693-7138. Facility Name: Cove Forge Behavioral Health Treatment Center. This existing facility is located in Woodbury Township, Blair County.

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

 The receiving stream(s), Frankstown Branch Juniata River (TSF), is located in State Water Plan watershed 11-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 .035 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 0.5 1.6
Daily Max
XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .035 MGD.—Final Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .035 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .035 MGD.—Limits.

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
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean
XXX 1,000

 The proposed effluent limits for Outfall 001 are based on a design flow of .035 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Nitrate-Nitrite as N XXX XXX XXX Report
Semi Avg
XXX XXX
Total Nitrogen XXX XXX XXX Report
Semi Avg
XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report
Semi Avg
XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Semi Avg
XXX XXX
Total Phosphorus XXX XXX XXX Report
Semi Avg
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.

Southcentral Regional Office

PA0261581, Industrial, SIC Code 4941, Red Lion Borough Municipal Authority, York County, P.O. Box 190, Red Lion, PA 17356-0190. Facility Name: Red Lion Cabin Creek Water System. This existing facility is located in Windsor 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), Cabin Creek (WWF), is located in State Water Plan watershed 7-I 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 0.35 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.12 XXX 0.40
Total Suspended Solids Report Report XXX 30.0 60.0 75.0
Aluminum, Total 2.49 3.89 XXX 0.85 1.33 2.14
Copper, Total 0.035 0.054 XXX 0.012 0.019 0.03
Manganese, Total Report Report XXX Report 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 Maximum IMAX
Total Residual Chlorine (TRC) 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 717-705-4732.

 The EPA Waiver is in effect.

Southcentral Regional Office

PA0266671, Sewage, SIC Code 8811, Troy P Tremellen, 200 Old State Road, Shermans Dale, PA 17090. Facility Name: Shermans Creek Inn Properties. This existing facility is located in Carroll Township, Perry 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 Sherman Creek (WWF, MF), is located in State Water Plan watershed 7-A 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 .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 Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min
XXX 9.0
Daily Max
XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean
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.

Southcentral Regional Office

PAI133544, MS4, Penbrook Borough, Dauphin County, 150 S 28th Street, Harrisburg, PA 17103-1910.

 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 Penbrook Borough, Dauphin County. The receiving stream(s), Unnamed Tributary to Spring Creek (CWF, MF) and Unnamed Tributary to Asylum Run (WWF, MF), is located in State Water Plan watershed 7-C and is classified for Cold Water Fishes, Migratory Fishes, and Warm Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 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 for small MS4s, and is not in effect for large MS4s.

Southeast Regional Office

PA0058017, Sewage, SIC Code 8811, Harrow Station, LLC, 265 Frogtown Road, Kintnersville, PA 18930-9644. Facility Name: Harrow Station WWTP. This existing facility is located in Nockamixon Township, Bucks County.

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

 The receiving stream(s), constructed wetland to an Unnamed Tributary to Tohickon Creek (TSF, MF), is located in State Water Plan watershed 2-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 .005286 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instantaneous
Minimum
Average Monthly Maximum IMAX
Flow (GPD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
0.44 XXX XXX 10.0 XXX 20
Total Suspended Solids 0.44 XXX XXX 10.0 XXX 20
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 113.0
Geo Mean
XXX 1,000.0
 May 1 - Sep 30 XXX XXX XXX 113.0
Geo Mean
XXX 1,000.0
E. Coli (No./100 ml) XXX XXX XXX XXX XXX Report
Ultraviolet light intensity
 (mW/cm2)
XXX XXX Report XXX XXX XXX
Total Nitrogen Report XXX XXX Report XXX XXX
Total Nitrogen (interim) XXX XXX XXX Report
Annl Avg
XXX XXX
Total Nitrogen (final) XXX XXX XXX 29.0
Annl Avg
XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 0.132 XXX XXX 3.0 XXX 6
 May 1 - Oct 31 0.066 XXX XXX 1.5 XXX 3
Total Phosphorus 0.0159 XXX XXX 0.5 XXX 1

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

 • Dry stream discharge

 • Notification of designation of responsible operator

 • Solids management for non-lagoon system

 • DRBC's special protection water requirement

 • Special protection waters

 • Groundwater requirement

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

Southeast Regional Office

PA0050202, Storm Water, SIC Code 4011, National RR Passenger Corp, 30th Street Station, 2955 Market Street, 5th Floor S Box 13, Philadelphia, PA 19104. Facility Name: Amtrak Race St/Penn Coach Yard Facility. This existing facility is located in Philadelphia City, Philadelphia 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, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on an average stormwater flow.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

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

 A. Stormwater Outfalls

 B. Best Management Practices

 C. Routine Inspections

 D. PPC Plan

 E. Stormwater Monitoring Requirements

 F. Acquire Necessary Property Rights

 G. Proper Sludge Disposal

 H. BAT/ELG Reopener

 I. PCB PMP Requirement

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

Southeast Regional Office

PA0245461, Sewage, SIC Code 8811, Bradley Curley, 2330 Schaffer Road, Pottstown, PA 19464-1109. Facility Name: 2330 Schaffer Road SRSTP. This proposed facility is located in New Hanover Township, Montgomery 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), Sanatoga Creek (WWF, MF), is located in State Water Plan watershed 3-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Semi-Annual
Average
Maximum IMAX
Flow (MGD) Report
Semi Avg
XXX XXX XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

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

 • AMR and DMR submission

 • Optimization of chlorine dosage

 • UV disinfection contact surface cleaning

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA Waiver is in effect.

Southeast Regional Office

PAI130539, MS4, Penn Township Chester County, 260 Lewis Road, West Grove, PA 19390-9427.

 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 Penn Township, Chester County. The receiving stream(s), Unnamed Tributary to Middle Branch White Clay Creek (TSF, MF), East Branch Big Elk Creek (HQ-TSF, MF), and Unnamed Tributary to East Branch Big Elk Creek (HQ-TSF, MF), is located in State Water Plan watershed 7-K and 3-I and is classified for Migratory Fishes, Trout Stocking, High Quality Waters—Trout Stocking, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan(s) with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 • A Total Maximum Daily Load (TMDL) Plan

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 484-250-5910.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

Southwest Regional Office

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 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.—Interim Limits.

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

 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 Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Copper, Total (ug/L) XXX XXX XXX 9.46 14.2 14.2
Cyanide, Free (ug/L) XXX XXX XXX 4.06 6.33 10.1
Benzo(k)Fluoranthene (ug/L) XXX XXX XXX 0.012 0.018 0.029
Dichlorobromomethane (ug/L) XXX XXX XXX 5.78 9.02 14.4
Bis(2-Ethylhexyl)Phthalate (ug/L) XXX XXX XXX 0.37 0.58 0.93
Chloroform (ug/L) XXX XXX XXX 5.78 9.02 14.4
Indeno(1,2,3-cd)Pyrene (ug/L) XXX XXX 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) 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 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

PA0037940, Sewage, SIC Code 4952, Center Township Sanitary Authority, 224 Center Grange Road, Aliquippa, PA 15001-1421. Facility Name: Elkhorn Run STP. 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 sewage.

 The receiving stream(s), 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 2.5 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.5 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 0.5 XXX 1.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.5 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 0.018 XXX 0.059

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (ng/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Mercury, Total (ng/L) XXX XXX XXX 12.0 18.7 30.3

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.5 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
Inst Min
XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min
XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
415.0 625.0 XXX 25.0 37.5 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent
Report Report XXX Report Report XXX
Total Suspended Solids 500.0 750.0 XXX 30.0 45.0 60
Total Suspended Solids
 Raw Sewage Influent
Report Report XXX Report Report XXX
Fecal Coliform (No./100 ml)
 Nov 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean
XXX 10,000
 May 1 - Oct 31 XXX XXX XXX 200
Geo Mean
XXX 400
E. Coli (No./100 ml) XXX XXX XXX XXX Report
Daily Max
XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report XXX XXX Report XXX XXX
 May 1 - Oct 31 520 XXX XXX 25.0 XXX 50

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.5 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 Report
Daily Max
XXX XXX
Total Phosphorus XXX XXX XXX Report
Daily Max
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 not in effect.

Southwest Regional Office

PA0204609 A-1, Sewage, SIC Code 8800, Jamie R Danko, 156 Shannon Lane, Ligonier, PA 15658-3575. Facility Name: Danko Properties SRSTP. This existing facility is located in Ligonier Township, Westmoreland 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), Fourmile Run (TSF), is located in State Water Plan watershed 18-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 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average
Maximum IMAX
Flow (GPD) Report
Annl Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX Report
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 412-442-4000.

 The EPA Waiver is in effect.

Southwest Regional Office

PA0252778, Sewage, SIC Code 8811, Jenneice L & Thomas W Haddon, 5821 Somerset Pike, Boswell, PA 15531-1805. Facility Name: Haddon SRSTP. This existing facility is located in Jenner Township, Somerset 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), South Fork Bens Creek (HQ-CWF), is located in State Water Plan watershed 18-E and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 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 Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 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 0.02 XXX 0.02

 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 Semi-Annual
Average
Maximum IMAX
Flow (MGD) 0.0004
Semi Avg
XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min
XXX XXX 9.0
Carbonaceous Biochemical Oxygen
 Demand (CBOD5)
XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
Ammonia-Nitrogen
 Oct 1 - Apr 30 XXX XXX XXX 15.0 XXX 30.0
 May 1 - Sep 30 XXX XXX XXX 5.0 XXX 10.0

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

 • N/A

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0000906 A-1, Industrial, SIC Code 8731, Westinghouse Electric Co. LLC, P.O. Box 158, Madison, PA 15663-0158. Facility Name: Westinghouse Electric Co. Waltz Mill Service Center. This existing facility is located in Sewickley Township, Westmoreland County.

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

 The receiving stream(s), Unnamed Tributary to Sewickley Creek (WWF) and Unnamed Tributary of Sewickley Creek (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 .0073 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Cadmium, Total (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Lead, Total (ug/L) XXX XXX XXX Report Report XXX
Manganese, Total (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0073 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Cadmium, Total (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) XXX XXX XXX 35.5 55.4 XXX
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Lead, Total (ug/L) XXX XXX XXX Report Report XXX
Manganese, Total (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.0023 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Cadmium, Total (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Lead, Total (ug/L) XXX XXX XXX Report Report XXX
Manganese, Total (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Cadmium, Total (ug/L) XXX XXX XXX Report Report XXX
Copper, Total (ug/L) XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX XXX XXX 7.0
Lead, Total (ug/L) XXX XXX XXX Report Report XXX
Manganese, Total (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .0045 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 87.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 91.5
 Mar 1 - Sep 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 110.0
 Oct 16 - 31 XXX XXX XXX XXX XXX 108.4
 Nov 1 - 15 XXX XXX XXX XXX XXX 105.1
 Nov 16 - 30 XXX XXX XXX XXX XXX 87.7
 Dec 1 - 31 XXX XXX XXX XXX XXX 77.3
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Cadmium, Total (ug/L) XXX XXX XXX 0.78 1.21 XXX
Chromium, Hexavalent (ug/L) XXX XXX XXX Report Report XXX
Silver, Total (ug/L) XXX XXX XXX Report Report XXX
Strontium, Total (ug/L) XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .0002 MGD.—Limits.

Mass Units (lbs./day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX XXX 7.0 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of .0002 MGD.—Limits.

Mass Units (lbs./day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 87.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 91.5
 Mar 1 - Sep 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 110.0
 Oct 16 - 31 XXX XXX XXX XXX XXX 108.4
 Nov 1 - 15 XXX XXX XXX XXX XXX 105.1
 Nov 16 - 30 XXX XXX XXX XXX XXX 87.7
 Dec 1 - 31 XXX XXX XXX XXX XXX 77.3

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of .00016 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 87.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 91.5
 Mar 1 - Sep 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 110.0
 Oct 16 - 31 XXX XXX XXX XXX XXX 108.4
 Nov 1 - 15 XXX XXX XXX XXX XXX 105.1
 Nov 16 - 30 XXX XXX XXX XXX XXX 87.7
 Dec 1 - 31 XXX XXX XXX XXX XXX 77.3

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant. Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Temperature (°F)
 Jan 1 - 31 XXX XXX XXX XXX XXX 87.1
 Feb 1 - 28 XXX XXX XXX XXX XXX 91.5
 Mar 1 - Sep 30 XXX XXX XXX XXX XXX 110.0
 Oct 1 - 15 XXX XXX XXX XXX XXX 110.0
 Oct 16 - 31 XXX XXX XXX XXX XXX 108.4
 Nov 1 - 15 XXX XXX XXX XXX XXX 105.1
 Nov 16 - 30 XXX XXX XXX XXX XXX 87.7
 Dec 1 - 31 XXX XXX XXX XXX XXX 77.3

 The proposed effluent limits for Outfall 011 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 012 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 016 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 018 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 019 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 020 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 021 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 022 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 024 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 025 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 026 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 028 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 038 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 039 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 040 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
IMAX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease 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.

Southwest Regional Office

PA0003824, Industrial, SIC Code 2899, Nalco Production LLC, 125 Nalco Way, Ellwood City, PA 16117-4129. Facility Name: Nalco Ellwood City Plant (North & South Plant). This existing facility is located in Franklin Township, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of non-contact cooling water and stormwater.

 The receiving stream(s), Connoquenessing Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for IMP 101 are based on a design flow of 0.34 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Temperature (deg F) (°F) XXX XXX XXX XXX XXX 110

 The proposed effluent limits for IMP 201 and 113 are based on a design flow of 0.12 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Instant Minimum Average Monthly Daily
Maximum
IMAX
Flow (GPM) Report XXX XXX XXX XXX XXX
Total Flow (Total Volume) (gal) Report
Total Mo
XXX XXX XXX XXX XXX
Duration of Discharge (hours) Report XXX 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 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
Benzene XXX XXX XXX XXX XXX 0.0025
BTEX, Total XXX XXX XXX XXX XXX 0.25
PCBs, Total (ug/L) XXX XXX XXX Report XXX Report

 The proposed effluent limits for Outfall 005, 006, 013, 014 and 016—018 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
IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

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

 The EPA Waiver is in effect.

Southwest Regional Office

PA0004219, Industrial, SIC Code 1061, 2819, 3313, Langeloth Metallurgical Co. LLC, P.O. Box 608, Langeloth, PA 15054-0608. Facility Name: Langeloth Metallurgical Plant. This existing facility is located in Smith Township, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste and stormwater runoff associated with industrial activity.

 The receiving stream(s), Unnamed Tributary to Raccoon Creek (WWF) and Unnamed Tributary of Raccoon Creek (WWF), is located in State Water Plan watershed 20-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Avg Qrtly
Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, 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 Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, 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 Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, 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 Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Cadmium, 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
Manganese, Total XXX XXX XXX XXX Report XXX
Molybdenum, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report
Daily Min
Report
Daily Max
XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Fluoride, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Molybdenum, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.06 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report
Daily Max
XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX 110.0 XXX

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.024 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Insta.
Minimum
Average Monthly Daily
Maximum
IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids 73.0 146.0 XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Aluminum, Total Report Report XXX Report Report XXX
Antimony, Total Report Report XXX Report Report XXX
Arsenic, Total 0.033 0.051 XXX 0.163 0.254 0.41
Boron, Total Report Report XXX Report Report XXX
Cadmium, Total 0.10 0.25 XXX Report Report XXX
Chromium, Hexavalent XXX XXX XXX 0.169 0.264 XXX
Copper, Total 0.27 0.42 XXX 1.3 2.1 XXX
Fluoride, Total 24.0 43.0 XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total 0.16 0.34 XXX Report Report XXX
Molybdenum, Total 9.98 19.28 XXX 30.0 60.0 75
Selenium, Total Report Report XXX 0.081 0.127 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, Total 0.00078 0.0012 XXX 0.0039 0.0061 XXX
Zinc, Total 0.52 1.25 XXX Report Report XXX
4,6-dinitro-o-cresol XXX XXX XXX Report Report XXX
3,3-Dichlorobenzidine XXX XXX XXX 0.006 0.01 XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
Bis(2-Ethylhexyl)Phthalate XXX XXX XXX 0.04 0.06 XXX
Hexachlorobutadiene XXX XXX XXX 0.001 0.002 XXX
1,2,3,4-Tetrachlorobenzene XXX XXX XXX 0.001 0.002 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.

Southwest Regional Office

PA0094510A-1, Industrial SIC Code 3312, US Steel Corp, 400 State Street, Clairton, PA 15025-1855. Facility Name: US Steel Mon Valley Works Edgar Thomson Plant. This existing facility is located in Braddock Borough, Allegheny County.

 Description of Existing Activity: The application is to amend the NPDES permit for an existing discharge of treated industrial waste.

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

 This proposed action is to amend the Cooling Water Intake Structure(s)—Clean Water Act 316(b) Part C condition in the existing NPDES permit. The Department has revised the condition in accordance with 40 CFR 125.95(a)(2), to allow for adequate time for the permittee to conduct aquatic surveys required by 40 CFR 122.21(r) and to implement corrective actions, if needed, to meet a selected BTA requirement in 40 CFR 125.94.

 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

PA0219312, Industrial, SIC Code 1389, Apollo Resources LLC, 150 North Avenue, Yatesboro, PA 16263. Facility Name: Brinkerton Treatment Facility. This existing facility is located in Mount Pleasant Township, Westmoreland County.

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

 The receiving stream(s), Sewickley Creek (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 an average discharge flow of 0.00067 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum
Daily
Minimum
Average Monthly Daily
Maximum
IMAX
Flow (MGD) XXX 0.6 XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Instant. Min
XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 30.0 XXX
Acidity, Total (as CaCO3) XXX XXX XXX XXX Report XXX
Alkalinity, Total (as CaCO3)
Effluent Net
XXX XXX 0.0 XXX XXX XXX
Alkalinity, Total (as CaCO3) XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 XXX
Barium, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report 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.

Southwest Regional Office

PAS406101, Storm Water, SIC Code 2819, 3624, 4953, Evoqua Water Technologies LLC, 118 Park Road, Darlington, PA 16115-1636. Facility Name: Evoqua Water Technologies LLC—Darlington Facility. This existing facility is located in Darlington Township, Beaver 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), North Fork Little Beaver Creek (HQ-CWF), is located in State Water Plan watershed 20-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Instant. Minimum Average Monthly Daily
Maximum
IMAX
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
Total Nitrogen XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, 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 412-442-4000.

 The EPA Waiver is in effect.


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

Application Number Application Type Receiving Stream Applicant Name & Address Municipality, County Office
PAD440023 New Laurel Creek Shalamar Investments LP
Hill Street
Milroy, PA 17063
Armagh Township Mifflin County SCRO
PAD140011 A-2 Major Amendment UNT to Buffalo Run Grays Woods Partnership
Brynwood Neighborhood Phase 4
Port Matilda, PA 16870
Patton Township Centre County NCRO
PAD150289 New Birch Run Mr. Ronnie Fy Tangsipshion and Mrs. Wendy J Tangsipshiong
2400 Flowing Springs Road
Phoenixville, PA 19460
West Vincent Township
Chester County
SERO
PAD650013 Renewal Laurel Highland Total Communications, Inc.
101 Laurel Highlands Place
Donegal, PA 15628
Donegal Borough Westmoreland County SWRO
PAD060075 Renewal UNT Allegheny Creek A,B,C/CWF, MF Nick & Les Inc.
Route 568 (Green Hills Road)
Birdsboro, PA 19508-9270
Robeson Township Berks County SCRO
PAD060080 New UNT to Northkill Creek/Wetlands CWF-MF/CWF-
MF-EV
Galen Wise
107 Arboretum Road
Bernville, PA 19506
Penn Township Berks County SCRO
PAD400063 New UNT to Toby's Creek, EV Wetlands (CWF/MF, EV) Dallas Township, Martin Barry
105 Lt Michael Cleary Dr.
Dallas, PA 18612
Dallas Township Luzerne County NERO
PAD360104 New UNT to Jackson Run HQ-CWF, MF. On-site Wetlands EV S&A Kreider & Sons, Inc.
128 Black Bear Road
Quarryville, PA 17566-9802
East Drumore Township
Lancaster County
SCRO
PAD550005 New Susquehanna Creek and tribs Washington West Solar LLC
W. Market St (SR0035)
Freeburg, PA 17827
Washington Township
Snyder County
NCRO
PAD060047A-1 Major Amendment Stillwater Run Via Wetlands Cumru Township
1775 Welsh Road
Mohnton, PA 19540
Cumru Township Berks County SCRO
PAD400011 A-2 Renewal Long Run (HQ-CWF, MF) Sand Springs Development Corporation
Phil Malitsch
4511 Falmer Dr.
Bethlehem, PA 18020-9796
Butler Township Luzerne County NERO
PA180001D New Young Womans Creek UGI Utilities Inc.
1 UGI Drive
Denver, PA 17517
Chapman Township Clinton County NCRO

Southwest Region: Oil and Gas Management Program, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, 412-442-4000.

Contact: D. J. Stevenson, (412) 442-4281.

Individual Erosion and Sediment Control Permit Number: ESP076522003-00
Applicant Name Hyperion Midstream, LLC
Contact Person Brian Dillemuth
Address 501 Technology Drive
City, State, Zip Canonsburg, PA 15317
Township(s) Upper Burell
County Westmoreland
Receiving Streams(s) and Classification(s) Unnamed Tributaries to Pucketa Creek (TSF)

 Project Description—Construction approximately 2.5 miles of two 16 inch diameter steel natural gas pipelines and one 16 inch diameter high-density polyethylene (HDPE) buried waterline.

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