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.

[Continued on next Web Page]

---

No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.

---