NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 743]
[Saturday, February 17, 2024]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

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Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
PAD570003	Chapter 102 Individual NPDES Permit	Amendment Minor	Loyalsock Foundation P.O. Box 194 Laporte, PA 18626-0194	Laporte Borough Sullivan County	NCRO
2519810	Joint DEP/PFBC Pesticides Permit	Amendment	Emily Yochim 8804 Avonia Road Girard, PA 16417-8304	Fairview Township Erie County	NWRO
3524801	Joint DEP/PFBC Pesticides Permit	New	BGN Development Corp 1024 Springbrook Avenue Moosic, PA 18507-1814	Ransom Township Lackawanna County	NERO
3924801	Joint DEP/PFBC Pesticides Permit	New	Saks Nancy 2288 Flint Hill Road Coopersburg, PA 18036-9218	Upper Saucon Township Lehigh County	NERO
6319807	Joint DEP/PFBC Pesticides Permit	Renewal	Chapman Jeff 340 Jolly School Road Washington, PA 15301-9085	South Franklin Township Washington County	SWRO
462S022	Major Sewage Treatment Facility Individual WQM Permit	Amendment	PA American Water Co. 100 Atlantic Avenue McKeesport, PA 15132-3807	Duquesne City Allegheny County	SWRO
PA0217361	Minor Sewage Facility >= 0.05 MGD and < 1 MGD Individual NPDES Permit	Transfer	Westmoreland County Municipal Authority 124 Park and Pool Road New Stanton, PA 15672	East Huntingdon Township Westmoreland County	SWRO
4197407	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Vernon Pettengill 97 Sandra Lee Drive Linden, PA 17744-7003	Woodward Township Lycoming County	NCRO
6381412	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	PA American Water Co. 800 W Hershey Park Drive Hershey, PA 17033-2400	Donegal Township Washington County	SWRO
6598407	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Westmoreland County Municipal Authority 124 Park And Pool Road New Stanton, PA 15672	East Huntingdon Township Westmoreland County	SWRO
NNOEXNC12	No Exposure Certification	Renewal	Walmart Stores East LP 702 SW 8th Street Bentonville, AR 72712-6209	Bradford Township Clearfield County	NCRO
NOEXNC157	No Exposure Certification	New	Weatherford US LP 7587 Highway 75 S Huntsville, TX 77340-2485	Muncy Creek Township Lycoming County	NCRO
NOEXSC332	No Exposure Certification	Renewal	Adusa Distr LLC 2110 Executive Drive Salisbury, NC 28147-9007	Antrim Township Franklin County	SCRO
NOEXSC414	No Exposure Certification	New	North American Stainless 289 Mifflin Drive Wrightsville, PA 17368-9189	Wrightsville Borough York County	SCRO
NOEXSW174	No Exposure Certification	Renewal	Bacharach Inc. 621 Hunt Valley Circle New Kensington, PA 15068-7074	Washington Township Westmoreland County	SWRO
NOEXSW249	No Exposure Certification	Renewal	Ametek Inc. 150 Freeport Road Pittsburgh, PA 15238-3408	Ohara Township Allegheny County	SWRO
NOEXSW250	No Exposure Certification	Renewal	Norse Dairy System 311 Drum Avenue Somerset, PA 15501-3403	Somerset Borough Somerset County	SWRO
PAG032421	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Shamokin Filler Co. Inc. 453 Venn Access Road Coal Township, PA 17866-6901	Wright Township Luzerne County	NERO
PAG034076	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Myers Used Auto Parts 50 Paradise Road Duncannon, PA 17020-9643	Wheatfield Township Perry County	SCRO
PAG036254	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Innomotics LLC 100 Technology Drive Alpharetta, GA 30005-3900	Upper Burrell Township Westmoreland County	SWRO
PAG038515	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Ridg U Rak Inc. 120 S Lake Street P.O. Box 150 North East, PA 16428-1232	North East Borough Erie County	NWRO
PAG038570	PAG-03 NPDES General Permit for Industrial Stormwater	New	AMG Titanium Alloys & Coatings LLC 551 Northgate Circle New Castle, PA 16105-5547	New Castle City Lawrence County	NWRO
PAG041277	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Brink Fay 3499 Rynd Road Cochranton, PA 16314-6923	Wayne Township Crawford County	NWRO
PAG048303	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Lundquest Shawna 274 Buckeye Drive Sharpsville, PA 16150-8310	South Pymatuning Township Mercer County	NWRO
PAG122222	PAG-12 NPDES General Permit for CAFOs	New	AG Ventures LLC 345 West High Street Elizabethtown, PA 17022	Lynn Township Lehigh County	SCRO
PAG124878	PAG-12 NPDES General Permit for CAFOs	New	Lehman Carlin 1737 Parthemer Road McClure, PA 17841-8162	West Beaver Township Snyder County	SCRO
0224400	Pump Stations Individual WQM Permit	New	Findlay Township Municipal Authority P.O. Box 409 Clinton, PA 15026-0809	Findlay Township Allegheny County	SWRO
6577404	Pump Stations Individual WQM Permit	Transfer	Westmoreland County Municipal Authority 124 Park And Pool Road New Stanton, PA 15672	East Huntingdon Township Westmoreland County	SWRO
2724401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	McNeal Pamela 108 Ball Hill Road Pleasantville, PA 16341-4202	Harmony Township Forest County	NWRO
4395404	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Lundquest Shawna 274 Buckeye Drive Sharpsville, PA 16150-8310	South Pymatuning Township Mercer County	NWRO
WQG01202401	WQG-01 WQM General Permit	New	Brink Fay 3499 Rynd Road Cochranton, PA 16314-6923	Wayne Township Crawford County	NWRO
WQG026122	WQG-02 WQM General Permit	Transfer	Westmoreland County Municipal Authority P.O. Box 9 2494 Rt 981 Alverton, PA 15612-0009	East Huntingdon Township Westmoreland County	SWRO

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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.

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 Northcentral Regional Office

 PA0228877, Sewage, SIC Code 8811, Lanzer, Tracy, 1743 Old Berwick Road, Bloomsburg, PA 17815-3032. Facility Name: Tracy Lanzer SRSTP. This existing facility is located in Orange Township, Columbia County.

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

 The receiving stream(s), Stony Brook (EV), is located in State Water Plan watershed 5-C and is classified for Exceptional Value Waters, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0004 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200.0	XXX	XXX

 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

 PA0008419, Industrial, SIC Code 2833, 2834, Cherokee Pharmaceuticals, LLC, P.O. Box 367, Riverside, PA 17868-0367. Facility Name: Cherokee Pharmaceuticals. This existing facility is located in Riverside Borough, Northumberland 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), Susquehanna River (WWF, MF) and Susquehanna River (WWF), is located in State Water Plan watershed 5-E 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 9.39 MGD.

	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	pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX
Oil & Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	7.0
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	Report	XXX	XXX
Total PCBs	XXX	Report	XXX	XXX	Report	XXX
Total Mercury	XXX	Report	XXX	XXX	Report	XXX
Total Aluminum	XXX	Report	XXX	XXX	Report	XXX
Total Iron	XXX	Report	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	IMAX
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	XXX	64,884	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	11,748	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 002 and 003 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	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

 The proposed effluent limits for Outfall 101 are based on a 95th percentile flow of 0.77 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand	890	Report	XXX	Report	Report	275
Biochemical Oxygen Demand  Industrial Influent	Report	Report	XXX	Report	Report	XXX
Chemical Oxygen Demand	3,275	Report	XXX	510	Report	1020
Chemical Oxygen Demand  Industrial Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	1,510	Report	XXX	Report	Report	470
Ammonia-Nitrogen	185	540	XXX	29	84	105
Isopropanol	10.27	25.04	XXX	1.60	3.90	4.87
Phenol	0.12	0.32	XXX	0.02	0.05	0.06
Acetone	1.28	3.21	XXX	0.20	0.50	0.62
Acetonitrile	65.50	160.54	XXX	10.20	25.00	31.25
Benzene	0.12	0.32	XXX	0.02	0.05	0.06
n-Butyl Acetate	3.21	8.34	XXX	0.50	1.30	1.62
1,2-Dichloroethane	0.64	2.56	XXX	0.10	0.40	0.50
Chloroform	0.83	1.28	XXX	0.13	0.20	0.32
Dimethyl Sulfoxide	240.81	587.59	XXX	37.50	91.50	114.30
Ethanol	26.32	64.21	XXX	4.10	10.00	12.50
Ethyl Acetate	3.21	8.34	XXX	0.50	1.30	1.62
Heptane	0.12	0.32	XXX	0.02	0.05	0.06
Hexane	0.12	0.19	XXX	0.02	0.03	0.05
Methylene Chloride	1.92	5.77	XXX	0.30	0.90	1.12
Tetrahydrofuran	16.69	53.94	XXX	2.60	8.40	10.50
Toluene	0.12	0.38	XXX	0.02	0.06	0.07
Triethylamine	655.02	1,605.45	XXX	102.00	250.00	312.50
Total Methanol	26.32	64.21	XXX	4.10	10.00	12.50
Methyl Formate	3.21	8.34	XXX	0.50	1.30	1.62
Isopropyl Acetate	3.21	8.34	XXX	0.50	1.30	1.62
Cyanide, Total	XXX	Report	XXX	XXX	Report	XXX
4-Methyl-2-pentanone	XXX	Report	XXX	XXX	Report	XXX
Chlorobenzene	XXX	Report	XXX	XXX	Report	XXX
Dichlorobenzene, Total	XXX	Report	XXX	XXX	Report	XXX
Diethylamine	XXX	Report	XXX	XXX	Report	XXX
Isopropyl Ether	XXX	Report	XXX	XXX	Report	XXX
Xylenes, Total	XXX	Report	XXX	XXX	Report	XXX
n-amyl Acetate	XXX	Report	XXX	XXX	Report	XXX
Amyl Alcohol	XXX	Report	XXX	XXX	Report	XXX
Isobutyraldehyde	XXX	Report	XXX	XXX	Report	XXX
Methyl Cellosolve	XXX	Report	XXX	XXX	Report	XXX
N-Nitrosodi-N-Propylamine	XXX	Report	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.0432 MGD.

	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
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	4.0	XXX	XXX
Iron, Total	XXX	XXX	XXX	2.0	XXX	XXX
Manganese, Total	XXX	XXX	XXX	1.0	XXX	XXX

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

 • Chesapeake Bay Requirement

 • Industrial Stormwater Requirements

 • Whole Effluent Toxicity

 • Chemical Additives

 • Chlorine Minimization

 • Cooling Water Intake Structures

 • Compliance Schedule

 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

 PA0009270, Industrial, SIC Code 2047, Post Consumer Brands Inc., 20802 Kensington Boulevard, Lakeville, MN 55044-8052. Facility Name: Post Consumer Brands/Bloomsburg Plant. This existing facility is located in South Centre Township, Columbia 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 Stream (CWF, MF) and Susquehanna River (WWF), is located in State Water Plan watershed 5-D and is classified for Warm Water Fishes, 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 0.5 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Biochemical Oxygen Demand (BOD5)	215	431	XXX	Report	Report	129
Total Suspended Solids	262	525	XXX	Report	Report	157
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	XXX	XXX	400
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	400
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
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	Report	XXX	7.8	13.3	19.5
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
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 Outfall 006 are based on a design flow of 0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
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 monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	XXX	33,196 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)  Effluent Net	XXX	1,492 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PA0062472, Sewage, SIC Code 4952, Blue Mountain View Estates LLC, P.O. Box 97, Ashfield, PA 18212-0097. Facility Name: Blue Mountain View Estates. This existing facility is located in Lower Towamensing Township, Carbon County.

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

 The receiving stream(s), Aquashicola Creek (HQ-CWF, MF), is located in State Water Plan watershed 2-B 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 .026 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .026 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .026 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.50	XXX	1.60
Carbonaceous Biochemical Oxygen Demand (CBOD5)	Report	Report	XXX	25.0	50.0	50
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
CBOD5 Minimum % Removal (%)	85	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0064173, Sewage, SIC Code 2026, Heisler's Cloverleaf Dairy, Inc., P.O. Box 148, New Ringgold, PA 17960. Facility Name: Heisler's Cloverleaf Dairy. This existing facility is located in Walker Township, Schuylkill County.

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

 The receiving stream, Beaver Creek (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water 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 0.0056 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. 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
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)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0056 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276774, Storm Water, SIC Code 3559, Rotoflow A Division of Air Products & Chemicals Inc., 2320 Highland Avenue, Bethlehem, PA 18020-8920. Facility Name: Rotoflow Bethlehem. This proposed facility is located in Bethlehem Township, Northampton County.

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

 The receiving stream(s), Unnamed Tributary to Monocacy Creek, is located in State Water Plan watershed 2-C and is classified for, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report
Zinc, Total	XXX	XXX	XXX	XXX	XXX	Report

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276839, Storm Water, SIC Code 3211, Cardinal IG Company, 50 Elmwood Avenue, Mountain Top, PA 18707-2100. Facility Name: Cardinal IG Company. This existing facility is located in Wright Township, Luzerne County.

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

 The receiving stream, an Unnamed Tributary to Bow Creek (CWF, MF designated use; HQ-CWF, MF existing use), is located in State Water Plan watershed 5-B and is classified for High—Quality Cold Water 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 MGD (stormwater).

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Stormwater Monitoring Requirements

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0029114, Sewage, SIC Code 4952, Clintonville Borough Sewer & Water Authority, 109 Franklin Street, Clintonville, PA 16372-9836. Facility Name: Clintonville Borough STP. This existing facility is located in Clintonville Borough, Venango County.

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

 The receiving stream, an Unnamed Tributary to the Scrubgrass Creek (CWF), is located in State Water Plan watershed 16-G and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.065 MGD—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	13.5	21.7	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	16.3	24.4	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	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	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	6.0	XXX	XXX	11.0	XXX	22
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.08 MGD—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	13.5	21.7	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	16.3	24.4	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	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 intensity (µw/cm2)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	6.0	XXX	XXX	11.0	XXX	22
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is not in effect.

 Northwest Regional Office

 PA0037974, Sewage, SIC Code 4952, Washington Township, Erie County, 11800 Edinboro Road, Edinboro, PA 16412-1024. Facility Name: Washington Township Sewer Authority, Kline Rd STP. This existing facility is located in Washington Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to Darrows Creek (WWF), is located in State Water Plan watershed 16-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 .08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	6.7	10.0	XXX	10.0	15.0	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	20	30	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	5.0	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	1.6	XXX	XXX	2.5	XXX	5
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	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

 PA0047201, Sewage, SIC Code 4952, Tionesta Municipal Authority, P.O. Box 408, Tionesta, PA 16353-0408. Facility Name: Tionesta Borough WWTP. This existing facility is located in Tionesta Borough, Forest County.

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

 The receiving stream, the Allegheny River (WWF), is located in State Water Plan watershed 16-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.25 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	52.0	78.0	XXX	25.0	37.5	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
Total Suspended Solids	62.0	93.0	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	Report	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	Report
Total Phosphorus	Report	XXX	XXX	Report	XXX	Report
Chloride	XXX	XXX	XXX	Report	XXX	XXX
Nickel, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0104108, Sewage, SIC Code 4952, North Beaver Township Municipal Authority, 861 Mount Jackson Road, New Castle, PA 16102-2415. Facility Name: Hickory View Terrace WWTP. This existing facility is located in North Beaver Township, Lawrence County.

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

 The receiving stream, the Hickory Run (TSF), is located in State Water Plan watershed 20-B 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 0.223 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	23.5	37.5	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	28.1	42.2	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	17.8	XXX	XXX	9.6	XXX	19.2
May 1 - Oct 31	5.9	XXX	XXX	3.2	XXX	6.4
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Copper	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0104469, Sewage, SIC Code 3743, 3999, Kasgro Rail Corporation, 121 Rundle Road, New Castle, PA 16102-1913. Facility Name: Kasgro Rail, Rundle Road Plant. This existing facility is located in Taylor Township, Lawrence County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1—Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1—Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 002 and 003 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	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

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

 • Requirements Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0037974, Sewage, SIC Code 4952, Washington Township, 11800 Edinboro Road, Edinboro, PA 16412-1024. Facility Name: Washington Township Sewer Authority, Kline Rd STP. This existing facility is located in Washington Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to Darrows Creek (WWF), is located in State Water Plan watershed 16-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 .08 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	6.7	10.0	XXX	10.0	15.0	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	20	30	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	5.0	XXX	XXX	7.5	XXX	15
May 1 - Oct 31	1.6	XXX	XXX	2.5	XXX	5
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Annl Avg	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

 PA0222453, Sewage, SIC Code 4952, 7992, Scenic Heights Inc., 7830 Knoyle Road, Wattsburg, PA 16442-1002. Facility Name: Scenic Heights Golf Course. This existing facility is located in Venango Township, Erie County.

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

 The receiving stream is an Unnamed Tributary of Sixmile Creek (CWF, MF), located in State Water Plan watershed 15-A and classified for Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5 Avg Mo	XXX	1.2
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	3.0 Daily Min	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	1,000
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	2.0

 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

 PA0239399, Sewage, SIC Code 4952, 8800, Craig V & Julie K King, 2552 Mercer Butler Pike, Grove City, PA 16127-3722. Facility Name: Craig V & Julie K King SRSTP. This existing facility is located in Liberty Township, Mercer County.

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

 The receiving stream(s), Unnamed Tributary of Black Run (CWF), is located in State Water Plan watershed 20-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	XXX

 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

 PA0264881, Sewage, SIC Code 4952, 8800, Timothy Hajec, 650 Whitney Run Road, Corry, PA 16407-2908. Facility Name: Timothy Hajec SRSTP. This existing facility is located in Spring Creek Township, Warren County.

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

 The receiving stream is Whitney Run, located in State Water Plan watershed 16-B and classified for High Quality Waters—Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	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	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0271365, Sewage, SIC Code 4952, 8800, Michael Yohe, 5 Yohe Road, Bradford, PA 16701. Facility Name: Michael Yohe SRSTP. This existing facility is located in Corydon Township, McKean County.

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

 The receiving stream is an Unnamed Tributary to Willow Creek, located in State Water Plan watershed 16-B and 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.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0272051, Sewage, SIC Code 4952, 8800, Bruce Sunday, 123 Old Route 68, Evans City, PA 16033-7613. Facility Name: Bruce Sunday SRSTP. This existing facility is located in Forward Township, Butler County.

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

 The receiving stream(s), Unnamed Tributary to 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0021890 A-2, SIC Code 4952, New Holland Borough Water Authority, 436 E Main Street, New Holland, PA 17557-1404. Facility Name: New Holland WWTP. This existing facility is located in Earl Township, Lancaster County.

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

 The receiving stream, Mill Creek (TSF (existing use)), 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 1.34 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)	223	335	XXX	20	30	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	335	503	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	Report	Report	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	60	XXX	XXX	5.4	XXX	10.8
May 1 - Oct 31	20	XXX	XXX	1.8	XXX	3.6
Total Phosphorus	22	XXX	XXX	2.0	XXX	4.0
Cyanide, Free	Report	Report	XXX	Report	Report	XXX
Sulfate, Total	Report	XXX	XXX	Report	Report	XXX
Chloride	Report	XXX	XXX	Report	Report	XXX
Bromide	Report	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.34 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.40	XXX	1.28
Carbonaceous Biochemical Oxygen Demand (CBOD5)	223	335	XXX	20	30	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	335	503	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	Report	Report	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	60	XXX	XXX	5.4	XXX	10.8
May 1 - Oct 31	20	XXX	XXX	1.8	XXX	3.6
Total Phosphorus	22	XXX	XXX	2.0	XXX	4.0
Cyanide, Free	0.078	0.12	XXX	0.007	0.011	0.019
Sulfate, Total	Report	XXX	XXX	Report	Report	XXX
Chloride	Report	XXX	XXX	Report	Report	XXX
Bromide	Report	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	XXX	24,475	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	3,263	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0031551, Sewage, SIC Code 8211, Chambersburg School District, 435 Stanley Avenue, Chambersburg, PA 17201-3605. Facility Name: Lurgan Township Elementary School. This existing facility is located in Lurgan Township, Franklin 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), Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-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 .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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.4	XXX	1.32
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
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0033995, Sewage, SIC Code 4952, Berks County, 633 Court Street, 14th Floor, Reading, PA 19601-4322. Facility Name: Berks County Prison & Rest Home. This existing facility is located in Bern Township, Berks 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), Plum Creek (CWF), is located in State Water Plan watershed 3-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	Report	Report	XXX	25.0	40.0	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	Report	Report	XXX	30.0	45.0	60.0
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  May 1 - Oct 31	Report	XXX	XXX	5.5	XXX	11.0
Nov 1 - Apr 30	Report	XXX	XXX	16.5	XXX	33.0
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 101—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

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

 • The amount of septage and hauled-in waste accepted is restricted according to the daily available treatment plant capacity.

 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

 PA0037737, Sewage, SIC Code 4952, Elizabethville Borough Area Authority, 4154 N Route 225, Elizabethville, PA 17023-9704. Facility Name: Elizabethville STP. This existing facility is located in Elizabethville Borough, Dauphin 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), Wiconisco Creek (WWF), is located in State Water Plan watershed 6-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 .4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instantaneous Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
CBOD5	83	133	XXX	25.0	40.0	50
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	100	150	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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total 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  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	36	XXX	XXX	11.0	XXX	22
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  Effluent Net	XXX	7,306 Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) Effluent Net	XXX	974 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)	XXX	Report 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

 • The permittee is granted 175 lbs/year total nitrogen offsets to meet the net total nitrogen cap load

 • Stormwater prohibition

 • Approval contingencies

 • Proper waste/solids management

 • Collected screenings, slurries, sludges, and solids management

 • Restrictions on acceptance of hauled-in wastes under certain conditions

 • SBR discharge condition

 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

 PA0043575, Sewage, SIC Code 4952, Lykens Borough Authority, 200 Main Street, Lykens, PA 17048-1132. Facility Name: Lykens STP. This existing facility is located in Lykens Borough, Dauphin 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), Wiconisco Creek (WWF), is located in State Water Plan watershed 6-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 .41 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.63
CBOD5	85	136	XXX	25.0	40.0	50
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	102	153	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
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  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	39	XXX	XXX	11.5	XXX	23
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	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs) (lbs) Effluent Net	XXX	7,488 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) Effluent Net	XXX	998 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)	XXX	Report 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

 • The permittee is granted 75 lbs/year total nitrogen offsets to meet the net total nitrogen cap load

 • Stormwater prohibition

 • Approval contingencies

 • Proper waste/solids management

 • Collected screenings, slurries, sludges, and solids management

 • Restrictions on acceptance of hauled-in wastes under certain conditions

 • Chlorine minimization condition

 • SBR discharge condition

 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

 PA0080438, Sewage, SIC Code 4952, Northern Lancaster County Authority, 983 Beam Road, Denver, PA 17517-8946. Facility Name: Beam Road WWTP. 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, Muddy Creek (TSF), is located in State Water Plan watershed 7-J and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .45 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .45 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.36	XXX	1.2
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	93	150	XXX	25	40	50
May 1 - Oct 31	75	112	XXX	20	30	40
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	112	168	XXX	30	45	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	22	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	7.5	XXX	XXX	2.0	XXX	4.0
Total Phosphorus	7.5	XXX	XXX	2.0	XXX	4.0
Ultraviolet light dosage  (mWsec/cm2)	XXX	XXX	Report	XXX	XXX	XXX

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

	Mass Units (lbs)		Concentrations (mg/L)
Parameters	Monthly	Annual	Minimum	Average Monthly	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrite-Nitrate as N	Report	XXX	XXX	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX
Net Total Nitrogen	XXX	8,219	XXX	XXX	XXX
Net Total Phosphorus	XXX	1,096	XXX	XXX	XXX

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0081515, Sewage, SIC Code 4952, Lancaster County Career & Technology Center, 1730 Hans Herr Drive, Willow Street, PA 17584-0527. Facility Name: Lancaster County Career & Technology Center—Brownstown Campus WWTP. This existing facility is located in West Earl Township, Lancaster County.

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

 The receiving stream, Conestoga River (WWF), 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 .0043 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0043 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .0043 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	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

 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

 PA0081710, Sewage, SIC Code 7033, MHC Circle M, LP, 2 N Riverside Plaza, Suite 800, Chicago, IL 60606-2682. Facility Name: Circle M Campground. This existing facility is located in Pequea 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, Conestoga River (WWF), 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 .06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Total Phosphorus	Report	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of .06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Ammonia-Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl 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

 PA0082201, Sewage, SIC Code 4952, The York Water Co., 130 East Market Street, York, PA 17401-1219. Facility Name: Letterkenny Township STP. This existing facility is located in Letterkenny Township, Franklin County.

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

 The receiving stream(s), Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-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 .042 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .042 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Nitrate-Nitrite as N	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl Nitrogen	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .042 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	8.8	14	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	10.5	15.7	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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	8.4	XXX	XXX	24.0	XXX	XXX
May 1 - Oct 31	2.8	XXX	XXX	8.0	XXX	16
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0083011, Sewage, SIC Code 4952, Newberry Township Municipal Authority, 1915 Old Trail Road, Etters, PA 17319. Facility Name: Newberry Township WWTP. This existing facility is located in Newberry Township, York 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, Susquehanna River (WWF), is located in State Water Plan watershed 7-E and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.3 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instantaneous Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	271	434	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	325	488	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
Ammonia-Nitrogen  Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	184	XXX	XXX	17.0	XXX	XXX
Total Phosphorus	22	XXX	XXX	2.0	XXX	4.0
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

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

	Mass Units (lbs)		Concentrations (mg/L)
Parameters	Monthly	Annual	Minimum	Average Monthly	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrite-Nitrate as N	Report	XXX	XXX	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX
Net Total Nitrogen	XXX	23,744	XXX	XXX	XXX
Net Total Phosphorus	XXX	3,166	XXX	XXX	XXX

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

 The EPA Waiver is not in effect.

 Southcentral Regional Office

 PA0083160, Sewage, SIC Code 6515, Anchor Mobile Estates Peifer & Gross Inc., P.O. Box 506, Elizabethtown, PA 17022-0506. Facility Name: Anchor Estates MHP. This existing facility is located in Butler Township, Adams 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), Willoughby Run (WWF), is located in State Water Plan watershed 13-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 0.021 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	9.0 Daily Max	XXX
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)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)  May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.021 MGD.—Limits.

	Effluent Limitations
	Mass Units (lbs)		Concentrations (mg/L)
Parameter	Monthly	Annual	Monthly	Quarterly Average	Maximum	Instant. Maximum
Ammonia—N	Report Total Quarterly	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report Total Quarterly	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report Total Quarterly	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Total Quarterly	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report Total Quarterly	Report	XXX	Report	XXX	XXX

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

 • Chesapeake Bay nutrients monitoring, Solids management for non-lagoon system, Chlorine minimization, Dry stream condition, and Notification of designation of responsible operator.

 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

 PA0085669, Sewage, SIC Code 4952, Centerport Borough Municipal Authority, P.O. Box 248, Centerport, PA 19516-0248. Facility Name: Centerport STP. This existing facility is located in Centre Township, Berks 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), Irish Creek (WWF), is located in State Water Plan watershed 3-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	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	1.64
Carbonaceous Biochemical Oxygen Demand (CBOD5)	12.5	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	15.0	XXX	XXX	30.0	XXX	60
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Dissolved Solids	Report	XXX	XXX	1,000.0	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	10.0	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	5.8	XXX	XXX	11.5	XXX	23
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 • The development of a High Flow Management Plan to address the impact of high flows to the treatment plant during wet weather.

 • Proper handling and disposal of sludge.

 • Sludge reporting to DEP including an annual Sewage Sludge Management Inventory.

 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

 PA0085979, Sewage, SIC Code 7033, Guest Farm Village Sewer Authority, 11364 Fort Loudon Road, Mercersburg, PA 17236-8503. Facility Name: Guest Farm Village STP. This existing facility is located in Montgomery Township, Franklin County.

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

 The receiving stream(s), Unnamed Tributary to Licking Creek (TSF, MF), is located in State Water Plan watershed 13-C and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0372 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	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.18	XXX	0.61
Carbonaceous Biochemical Oxygen Demand (CBOD5)	3.0	4.5	XXX	10.0	15.0	20
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	3.0	4.5	XXX	10.0	15.0	20
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	10	XXX	20
Ammonia-Nitrogen  Nov 1 - Apr 30	1.5	XXX	XXX	5.1	XXX	10
May 1 - Oct 31	0.5	XXX	XXX	1.7	XXX	3.4
Total Kjeldahl Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0372 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Total Suspended Solids (lbs/year)	XXX	1095 Annl Avg	XXX	XXX	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0088510, Sewage, SIC Code 4952, Tulpehocken Township, P.O. Box 272, Rehrersburg, PA 19550-0272. Facility Name: Tulpehocken Township Mt Aetna STP. This existing facility is located in Tulpehocken Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary of Little Swatara Creek (CWF), is located in State Water Plan watershed 7-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .055 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instan-taneous Minimum	Average Monthly	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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	11.5	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	13.8	XXX	XXX	30.0	XXX	60
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	2.3	XXX	XXX	5.1	XXX	10.2
May 1 - Oct 31	0.8	XXX	XXX	1.7	XXX	3.5
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	0.9	XXX	XXX	2.0	XXX	4

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

 • Proper handling and disposal of sludge

 • Sludge reporting to DEP including a Sewage Sludge Management Inventory annually

 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

 PA0246956, Sewage, SIC Code 4952, Alsace Township, 65 Woodside Avenue, Temple, PA 19560-9530. Facility Name: Alsace Manor STP. This existing facility is located in Alsace Township, Berks County.

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

 The receiving stream(s), Unnamed Tributary of Little Manatawny Creek (CWF, MF), is located in State Water Plan watershed 3-D 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 .071 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. 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
Carbonaceous Biochemical Oxygen Demand (CBOD5)	14.8	XXX	XXX	25.0	XXX	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	17.8	XXX	XXX	30.0	XXX	60
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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	3.0	XXX	XXX	5.1	XXX	10.2
May 1 - Oct 31	1.0	XXX	XXX	1.7	XXX	3.4

 The proposed effluent limits for Outfall 001 are based on a design flow of .071 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Instant. Minimum	Average Quarterly	Maximum	IMAX
Total Dissolved Solids	Report	XXX	XXX	1,000.0	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

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

 • Proper handling and disposal of sludge

 • Sludge reporting to DEP

 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

 PA0294314, Sewage, SIC Code 8811, Stultz David, 124 Ruskin Drive, Altoona, PA 16602-2916. Facility Name: Stultz Residence. This proposed facility is located in Napier Township, Bedford 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), Bentz Run (WWF, MF), is located in State Water Plan watershed 11-C and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0082741, Industrial, SIC Code 4941, Elizabethtown Area Water Authority, 211 W Hummelstown Street, Elizabethtown, PA 17022. Facility Name: Elizabethtown Area Water Authority. This existing facility is located in Mount Joy Township, Lancaster 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, Unnamed Tributary of Conoy Creek (TSF), is located in State Water Plan watershed 7-G 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 1.62 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

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0245089, Sewage, SIC Code 8811, Matthew S & Barbara E Delaney, 1405 Wexford Circle, West Chester, PA 19380-5815. Facility Name: Delaney SRSTP. This existing facility is located in East Goshen Township, Chester County.

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

 The receiving stream(s), Unnamed Tributary of Ridley Creek (HQ-TSF, MF), is located in State Water Plan watershed 3-G and is classified for Migratory Fishes and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	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	1,000

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

 I. Other Requirements

 A. AMR to DEP

 B. DMR to DEP if Attached

 C. 1/year Measure Depth of Septage and Scum

 D. Septic Tanks Pumped Out Every Three Years

 E. Chlorine Minimization

 F. No Stormwater

 G. Necessary Property Rights

 H. Proper Sludge Disposal

 I. Abandon STP when Municipal Sewers Available

 II. Ultraviolet (UV) Disinfection

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

 Southeast Regional Office

 PAI130506, MS4, Solebury Township, P.O. Box 139, Solebury, PA 18963-0139.

 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 Solebury Township, Bucks County. The receiving stream(s), Rabbit Run (TSF, MF), Aquetong Creek (HQ-CWF, MF), Unnamed Tributary to Paunnacussing Creek (HQ-CWF, MF), and Lahaska Creek (CWF, MF), is located in State Water Plan watershed 2-F and 2-E and is classified for Trout Stocking, High Quality—Cold Water, Migratory Fish, Migratory Fishes, and Cold 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 484-250-5910.

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

 Southeast Regional Office

 PA0058602, Storm Water, SIC Code 3272, Delaware Valley Concrete Co. Inc., 248 E County Line Road, Hatboro, PA 19040-2116. Facility Name: Delaware Valley Concrete Hatboro Plant. This existing facility is located in Hatboro Borough, Montgomery County.

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

 The receiving stream(s), Unnamed Tributary of Pennypack Creek (TSF, MF), is located in State Water Plan watershed 3-J and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
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
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 Part C Conditions:

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. Best Management Practices (BMPs)

 III. Stormwater Monitoring Requirements

 IV. Routine Inspections

 V. Preparedness, Prevention and Contingency (PPC) Plan

 A. Acquire Necessary Property Rights

 B. Sludge Disposal Requirement

 C. Remedial Measures if Public Nuisance

 D. 10-year, 24-Hour Rainfall Event Definition

 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

 PA0245593, Storm Water, SIC Code 3271, EP Henry an Oldcastle Co., 16 Anderson Road, Parker Ford, PA 19457. Facility Name: EP Henry Parker Ford Facility. This existing facility is located in East Coventry Township, Chester County.

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

 The receiving stream, Unnamed Tributary of Schuylkill River (HQ-TSF, MF), is located in State Water Plan watershed 3-D and is classified for Migratory Fishes and High-Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	XXX	5.0

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

 1. Stormwater Outfalls

 2. Best Management Practices

 3. Stormwater Monitoring Requirements

 4. Routine Inspections

 5. PPC Plan

 6. Acquire Necessary Property Rights

 7. Proper Sludge Disposal

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0092037, Sewage, SIC Code 6515, Twin Lakes Estates LLC, 1 Vandercastel Road, Sterling, VA 20165-5622. Facility Name: Twin Lakes Estates LLC. This existing facility is located in Unity Township, 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), Little Crabtree Creek (WWF), is located in State Water Plan watershed 18-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 0.00525 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.00525	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.09	XXX	0.3
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	7.2	XXX	14.4
May 1 - Oct 31	XXX	XXX	XXX	2.9	XXX	5.8
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00525 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00525 MGD.—Limits.

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

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

 This permit is a Non EPA Waiver due to discharge to a TMDL stream.

 Southwest Regional Office

 PA0218740, Sewage, SIC Code 4952, Mt Pleasant Township, Westmoreland County, P.O. Box 158, Mammoth, PA 15664-0158. Facility Name: Mountain Shadows Phase I STP. The proposed facility is located in Mount Pleasant Township, Westmoreland County.

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

 The receiving stream(s), Boyer 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 0.025 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	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.05	XXX	0.19
Carbonaceous Biochemical Oxygen Demand (CBOD5)	2.0	XXX	XXX	10.0	XXX	20.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	2.0	XXX	XXX	10.0	XXX	20.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	1.56	XXX	XXX	7.5	XXX	15.0
May 1 - Oct 31	0.52	XXX	XXX	2.5	XXX	5.0

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.025 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	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, 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

 PA0255505, Storm Water, SIC Code 1311, MarkWest Liberty Midstream & Resources, LLC, 4600 J Barry Court, Suite 500, Canonsburg, PA 15317-5854. Facility Name: Welling Compressor Station. This existing facility is located in Buffalo Township, Washington County.

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

 The receiving stream, Unnamed Tributary of Wolf Run (HQ-WWF), is located in State Water Plan watershed 20-E and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	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
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, 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.

---

 Northeast Regional Office

 Applicant: Raymondskill Properties, LLC

 Applicant Address: 550 N. Larchmont Blvd., Suite 201, Los Angeles, CA 90004

 Application Number: PAD520022 A-1

 Application Type: Major Amendment

 Municipality/County: Dingman Township, Pike County

 Project Site Name: Raymondskill Creek Estates

 Total Earth Disturbance Area (acres): 17.20 acres

 Surface Waters Receiving Stormwater Discharges: Raymondskill Creek, High Quality—Cold Water Fish, Migratory Fish (HQ-CWF, MF)

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

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

 Project Description: Subdivision and land development of 13 single family residential lots. On-lot sewage, individual wells, and 2,050 linear feet of proposed roadway.

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

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

 Northeast Regional Office

 Applicant: Lehigh Valley Health Network c/o Angelo Procaccino

 Applicant Address: Facilities & Construction Dept., 5th Floor, 2100 Mack Blvd., P.O. Box 4000, Allentown, PA 18105-4000

 Application Number: PAD390091

 Application Type: Renewal

 Municipality/County: Salisbury Township, Lehigh County

 Project Site Name: Cedar Crest Campus—ED Expansion Project

 Total Earth Disturbance Area (acres): 59.75 acres

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

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

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

 Project Description: Expansion of emergency department, construction of waterline, parking lots, sanitary sewer, storm sewer and associated detention facilities.

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

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

 Northeast Regional Office

 Applicant: Macungie Investors, LLC c/o Joe Depascale

 Applicant Address: P.O. Box 429, Conshohocken, PA 19428

 Application Number: PAD390092

 Application Type: Renewal

 Municipality/County: Lower Macungie Township, Lehigh County

 Project Site Name: 5374 and 5392 Hamilton Boulevard

 Total Earth Disturbance Area (acres): 3.86 acres

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

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

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

 Project Description: Macungie Investors, LLC is planing to develop the site into a fast food restaurant and two-story office building.

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

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

 Northeast Regional Office

 Applicant: Mericle 112 Armstrong, LLC

 Applicant Address: 100 Baltimore Drive, Wilkes-Barre, PA 18702

 Application Number: PAD400037 A-4

 Application Type: New

 Municipality/County: Pittston Township, Luzerne County

 Project Site Name: CenterPoint Commerce & Trade Park East Phase IIB—Lots 38, 40 and 42

 Total Earth Disturbance Area (acres): 558.96 acres

 Surface Waters Receiving Stormwater Discharges: 1. UNT to Mill Creek (CWF, MF), 2. EV Wetlands

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

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

 Project Description: This project involves a Major Amendment for Lots # 38, # 40, and # 42 associated with CenterPoint Commerce & Trade Park East Phase IIB. Proposed revisions include a 1.22-acre increase in earth disturbance and an increase in impervious area as a result of changes to the site layout.

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

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

 Northeast Regional Office

 Applicant: TJA Realty Inc.

 Applicant Address: 351 Cedar Road, Bangor, PA 19013

 Application Number: PAD450188

 Application Type: New

 Municipality/County: Hamilton Township, Monroe County

 Project Site Name: Spring Street Mini Storage

 Total Earth Disturbance Area (acres): 2.1 acres

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

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

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

 Project Description: Construction of a 15,000-sf storage building (2-story), driveway, well, on-lot septic, stormwater BMPs, lighting, landscaping and security fence.

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

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

 Northeast Regional Office

 Applicant: Upper Macungie Group c/o Steve Lampmann

 Applicant Address: 104 Old Mill Road, Sellersville, PA 18960

 Application Number: PAD390115

 Application Type: Renewal

 Municipality/County: Upper Macungie Township, Lehigh County.

 Project Site Name: Hidden Meadows Land Development

 Total Earth Disturbance Area (acres): 60.21 acres

 Surface Waters Receiving Stormwater Discharges: Tributary to Little Lehigh Creek (aka Cedar Creek)

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

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

 Project Description: 312 Townhomes with associated access roads, utilities, and stormwater management.

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

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

 Northeast Regional Office

 Applicant: Evergreen Farms at Sterling, LLC

 Applicant Address: 4136 Bethman Road, Easton, PA 18045

 Application Number: PAD640045

 Application Type: New

 Municipality/County: Sterling Township, Wayne County

 Project Site Name: Sterling Warehouse

 Total Earth Disturbance Area (acres): 55.75 acres

 Surface Waters Receiving Stormwater Discharges: UNT to West Branch Wallenpaupack Creek (HQ-CWF, MF), West Branch Wallenpaupack Creek (HQ-CWF, MF) and EV Wetlands

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

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

 Project Description: The project involves the construction of an 800,000 square foot warehouse with associated parkin, access drives, truck docks, utilities, landscaping and stormwater management facilities.

 Special Conditions: Potential Impacts to EV Wetlands.

 1. The permittee shall monitor water table elevations daily at each monitoring well identified in the approved PCSM Plan for EV wetlands for a minimum of five years. Reports providing water table elevations shall be submitted to DEP every six months, beginning in (October of the 2nd year of coverage). These reports shall be submitted by October 31st and April 30th each year. All monitoring wells should confirm the presence of a water table no deeper than 12-inches below the ground surface for a period of at least 14 consecutive days during the growing season (April 1—October 1 annually) at a minimum frequency of 3 of the 5 monitoring years, unless a longer timeframe for monitoring is extended by DEP in writing. If a water table is not observed at the previously stated depth and/or for a duration of at least 14 consecutive days in 3 of 5 monitoring years (or in accordance with an alternate monitoring timeframe approved by DEP in writing), the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates otherwise and DEP concurs that the project did not adversely impact the wetland.

 2. The permittee shall provide DEP with a running comparison of monitoring data for pre-construction and post-construction monitoring every six months, beginning in (October of the 3rd year after the date of coverage). These monitoring data reports shall be submitted by October 31st and April 30th each year. If the ground water table elevation is found to be lower in post-construction monitoring for the same time period, the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates the cause is unrelated to the project and DEP concurs that the project did not adversely impact the wetland.

 3. The permittee shall delineate the boundaries of the EV wetlands in the years (5 years from date of coverage) and (7 years from the date of coverage) using the Army Corps of Engineers' 1987 Wetland Delineation Manual and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). These wetland delineations shall be submitted to DEP on or before April 30th in the 5th year of permit coverage and on or before the permit expiration or termination date of this permit or the 7th year of permit coverage whichever is sooner, unless an alternate timeframe for submission of these delineations is approved by DEP in writing. Boundaries shall be surveyed and compared to the boundaries outlined on the approved plans. The data shall be submitted to DEP on or before April 30th of each year, beginning in (October of the 3rd year after the date of coverage). If a reduction in size of the wetland of greater than 0.05 acre is observed, the wetland will be considered adversely impacted by the project, unless a clear and unrelated cause of the reduction in size is demonstrated and DEP concurs that the project did not adversely impact the wetland.

 4. The permittee shall provide reports identifying plant species in the EV wetlands during the growing season once a year for five years beginning in (April of the 3rd year after the date of coverage). Any observed reduction in the number of different species having a wetland indicator status of (identify indicator status appropriate for the wetland in question) shall be clearly identified in the report. If a reduction is observed, the wetland will be considered adversely impacted by the project unless another clear cause of the reduction in diversity is identified and DEP concurs that the project did not adversely impact the wetland.

 5. The permittee shall inspect monitoring wells, including water level loggers, at least monthly to ensure that they are not damaged and are functioning properly. If a damaged or malfunctioning well is identified, DEP shall be contacted immediately in writing, and the well shall be restored to its design specifications within two weeks, unless weather conditions do not permit and/or is otherwise extended in writing by DEP.

 6. In the event that the water table falls below the bottom of a monitoring well and the water level logger in that well becomes inoperable, the well shall be inspected at a minimum of once every two weeks and the data logger shall be re-installed once the water table is again observed in the well.

 7. DEP may require the monitoring period to be extended to confirm or disprove potential adverse impacts to EV wetlands. DEP will review the monitoring information submitted by the permittee and if DEP determines that the EV wetlands have been adversely impacted, the permittee shall submit to DEP for review and approval a narrative identifying the cause(s) of the impact and plans to correct it within 3 months after DEP has determined that the wetlands have been adversely impacted. If the cause(s) cannot be identified or if correction of the impact is deemed infeasible, the permittee shall submit to DEP for review and approval plans and a schedule to create (identify required mitigation area) acres of (identify the wetland mitigation required) wetlands in or along the floodplain of (identify the receiving stream) or one of its tributaries within 6 months of DEP's determination of an adverse impact, unless an alternate location for wetland creation is approved and/or this deadline is extended in writing by DEP. Construction of the replacement wetlands shall begin no later than one year after DEP's determination of an adverse impact, unless an alternate deadline is established in writing by DEP.

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

 Northeast Regional Office

 Applicant: PD Hellertown, LLC

 Applicant Address: 91 Larry Holmes Drive, Easton, PA 18042

 Application Number: PAD480204

 Application Type: New

 Municipality/County: Hellertown Borough, Northampton County

 Project Site Name: Champion Medical Office Building

 Total Earth Disturbance Area (acres): 6.68 acres

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

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

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

 Project Description: The applicant is proposing to redevelop the property with a 3-story, 90,000 GFA microhospital and medical office building. The site will also contain related site amenities and improvements inclusive of parking, landscaping, ADA facilities, lighting, utilities, retaining walls, and access drives to Main Street, Williams Street, and Franklin Street.

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

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

 Southwest Regional Office

 Applicant: Nichol Avenue McKees Rocks, LLC

 Applicant Address: 6101 Carnegie Blvd, Suite 180, Charlotte, NC 28209

 Application Number: PAD020062

 Application Type: Transfer

 Municipality/County: Stowe Township, Allegheny County

 Project Site Name: Nichol Avenue Development

 Total Earth Disturbance Area (acres): 73.4 acres

 Surface Waters Receiving Stormwater Discharges: Ohio River (WWF-N)

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

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

 Project Description: Warehouse development located along Nichol Avenue in Stowe Township, Allegheny County, PA.

 Special Conditions: 1. The applicant shall adhere to the executed Memorandum of Understanding between SunCap Property Group and the Pennsylvania State Historic Preservation Officer dated February 1, 2023. 2. Earth disturbance shall adhere to the Soil Management Plan approved by the Department's Environmental Cleanup and Brownfield Program. 3. Prior to the beginning of work, all public water supplies or other water-related activities located downstream that may be affected by turbidity increases or other water quality changes caused by said work shall be sufficiently notified in advance to allow for preparation of any water quality changes. These include, at a minimum, West View Water Authority—Neville Island, Robert Christian, 412-931-3292.

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

 Northeast Regional Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 827 Hausman Road, Allentown, PA 18104-9392

 Application Number: PA480001D

 Application Type: New

 Municipality/County: Allen Township, Lehigh Township, Palmerton Borough, Lower Towamensing Township, Northampton County, Carbon County

 Project Site Name: Siegfried-East Palmerton 230kV Line Rebuild Project

 Total Earth Disturbance Area (acres): 173.0 acres

 Surface Waters Receiving Stormwater Discharges: Aquashicola Creek (TSF, MF), Bertsch Creek (CWF, MF), UNT to Bertsch Creek (CWF, MF), Hokendauqua Creek (CWF, MF), UNTs to Hokendauqua Creek (CWF, MF), Indian Creek (CWF, MF), UNT to Indian Creek (CWF, MF), Lehigh River (TSF, MF) and EV wetlands

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

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

 Project Description: The PPL EU Siegfried-East Palmerton 230kV Line Rebuild consists of the reconstruction of an existing electric utility line, approximately 7.75 miles in length. The line starts at the East Palmerton Substation, South of SR 2002, and travels east, before heading southeast, ending at the Siegfried Substation, west of SR 3019. The entire project is located within Northampton and Carbon Counties.

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

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

 Northwest Regional Office

 Applicant: Bridging Pennsylvania Developer I LLC

 Applicant Address: Nova Tower 1, Suite 300, Pittsburgh, PA 15212

 Application Number: PAD330012

 Application Type: New

 Municipality/County: Brookville Borough and Pine Creek Township, Jefferson County

 Project Site Name: I-80 North Fork Bridges

 Total Earth Disturbance Area (acres): 144 acres

 Surface Waters Receiving Stormwater Discharges: North Fork Redbank Creek & UNTs HQ CWF

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

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

 Project Description: Highway improvement project to replace the existing SR 0080 EB and WB bridges over North Fork Redbank Creek, including the realignment of SR 0080 EB, to improve public safety.

 Special Conditions: • Pollution of any waterway with harmful chemicals, fuels, oils, greases, bituminous material, acid, or other harmful or polluting materials, is prohibited. • The permittee shall follow the measures specified in the APR Handling Work Plan during construction. • The permittee shall maintain a copy of the Plan on-site at all times during construction, train staff to use and implement this plan, and have this plan available to provide at the request of any Department inspector.

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

 Northeast Regional Office

 Applicant: ANR III, LLC

 Applicant Address: 4500 Falmer Drive, Bethlehem, PA 18020

 Application Number: PAD390103

 Application Type: Renewal

 Municipality/County: Upper Macungie Township, Lehigh County

 Project Site Name: Goddard School

 Total Earth Disturbance Area (acres): 2.13 acres

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

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

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

 Project Description: 13,219 SF day care facility with associated parking. The site will be served by public sewage and on-site well.

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

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

 Northeast Regional Office

 Applicant: Saucon Valley Country Club c/o Jim Roney

 Applicant Address: 2050 Saucon Valley Road, Bethlehem, PA 18015

 Application Number: PAD390285

 Application Type: New

 Municipality/County: Upper Saucon Township and Lower Saucon Township, Lehigh County and Northampton County.

 Project Site Name: Weyhill Course Hole 1 Irrigation Pond Expansion

 Total Earth Disturbance Area (acres): 7.16 acres

 Surface Waters Receiving Stormwater Discharges: Saucon Creek (CWF, MF), UNT to Saucon Creek (CWF, MF) & EV Wetlands

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

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

 Project Description: Construction of new irrigation pond, irrigation system and installation of supporting utilities required to comply with DRBC pass-by flow permit condition. The project is associated with DEP Application No. E3902223-002. Chapter 105 disturbance/impacts total 3.456 acres and other Chapter 102 disturbances total 3.704 acres.

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

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

 Southcentral Regional Office

 Applicant: Tevet Holdings, LLC

 Applicant Address: 230 North Main Street, Shrewsbury, PA 17361

 Application Number: PAD670099

 Application Type: New

 Municipality/County: Shrewsbury Township, York County

 Project Site Name: Laricina Development

 Total Earth Disturbance Area (acres): 12.77 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Deer Creek (CWF, MF) via EV Wetlands

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

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

 Project Description: Residential active adult community development with 30 semi-detached and 16 detached units.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Southcentral Regional Office

 Applicant: M&G Realty Inc.

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

 Application Number: PAD310013

 Application Type: New

 Municipality/County: Smithfield Borough, Huntingdon County

 Project Site Name: Huntingdon Rutter's Store # 93

 Total Earth Disturbance Area (acres): 7.03 acres

 Surface Waters Receiving Stormwater Discharges: UNT Juniata River

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

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

 Project Description: 11,000 SF Convenience Store with Gasoline and Diesel Fuel Stations, and associated improvements.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Southcentral Regional Office

 Applicant: Sheetz Inc.

 Applicant Address: 242 Sheetz Way, Claysburg, PA 16625

 Application Number: PAD070033

 Application Type: New

 Municipality/County: Greenfield Township, Blair County

 Project Site Name: Sarah Furnace Estate Redevelopment

 Total Earth Disturbance Area (acres): 9.9 acres

 Surface Waters Receiving Stormwater Discharges: Beaverdam Creek (CWF, MF) via EV Wetlands

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

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

 Project Description: Conversion of existing buildings into a bed and breakfast, event venue and meeting space, and associated parking.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-705-4802.

 Southwest Regional Office

 Applicant: Twin Ridges, LLC

 Applicant Address: 2925 Richmond Ave, Houston, TX 77098

 Application Number: PAD560012

 Application Type: New

 Municipality/County: Greenville Township, Larimer Township, Northhampton Township, and Southhampton Township, Somerset County

 Project Site Name: Twin Ridges Wind Project

 Total Earth Disturbance Area (acres): 232.2 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Wills Creek (HQ-CWF), Laurel Run (HQ-CWF), Flaugherty Creek (CWF), Mountain Run (HQ-CWF), Gladdens Run (HQ-CWF) and Jennings Run (CWF).

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

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

 Project Description: Repowering of the Twin Ridges wind energy generation facility and necessary infrastructure.

 Special Conditions: All conditions and recommendations provided by DCNR Bureau of Forestry, Pennsylvania Fish and Boat, and the United States Fish and Wildlife Service regarding PNDI impacts during construction shall be followed during all stages of construction for the duration of the project. These include, but may not be limited to: All trees or dead snags greater than 5 inches in diameter at breast height that need to be harvested to facilitate the project (including any access roads or off ROW workspaces) should be cut between November 1st and March 31st to minimize impacts to tree roosting bats.

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

 Southwest Regional Office

 Applicant: Peoples Natural Gas Company LLC

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

 Application Number: PA300006D

 Application Type: New

 Municipality/County: Morgan Township, East Bethlehem Township, West Bethlehem Township, and Deemston Borough, Greene County and Washington County

 Project Site Name: Goodwin Tombaugh System Conversion Phase 3 Areas 7—9

 Total Earth Disturbance Area (acres): 47 acres

 Surface Waters Receiving Stormwater Discharges: Castile Run (WWF), Daniels Run (TSF), Plum Run (TSF), Tenmile Creek (TSF) & Tenmile Creek (WWF).

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

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

 Project Description: The Project consist of the installation of 13 miles of new 2-inch, 4-inch, and 6-inch plastic gas pipeline in Morgan Township, Greene County; Deemston Borough, East Bethlehem and West Bethlehem Townships, Washington County, PA. PNG intends to complete a portion of the Project using Horizontal Directional Drilling (HDD) to reduce earth disturbance and limit environmental impacts. The remainder of the Project will be installed via trenching methods. Use of the existing pipeline will be abandoned. The pipeline will remain in place except for sections of exposed pipeline within streams and wetlands, which will be removed. Additionally, the abandoned pipeline will either be removed or capped at all stream and wetland crossings in accordance with PA DEP requirements. In-lieu of grouting the abandoned line at resource crossings, PNG shall maintain liability of the abandoned line. If there are any environmental concerns or any issues identified due to the abandoned pipe, PNG will be responsible to correct the issue. The Project will be restored to pre-construction conditions and no new permanent impervious areas are proposed.

 Special Conditions: N/A

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

 Northcentral Regional Office

 Applicant: Benjamin P. Hale

 Applicant Address: 76 Fruit Farm Road, Elysburg, PA 17824

 Application Number: PAD470005

 Application Type: New

 Municipality/County: Mayberry Township, Lycoming County

 Project Site Name: Hale Pole Barn Project

 Total Earth Disturbance Area (acres): 1.988 acres

 Surface Waters Receiving Stormwater Discharges: UNT to S. Br. Roaring Creek (HQ-CWF, MF) (CWF-MF)

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

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

 Project Description: The project property's total area is 18,985 acres. The studied drainages area is 6.129 acres. The project's NPDES Boundary will be the property lines and totaling 18.985 acres. The project's proposed area disturbance is 1.988 acres. The proposed project consists of the following construction of an access driveway, Pole Barn, Stormwater Management structures/BMPs, on-site sewage disposal system, installation of Utilities, and grading/landscaping.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Williams Field Services Company, LLC

 Applicant Address: 2000 Commerce Drive, Pittsburgh, PA 15275

 Application Number: PAD090103

 Application Type: New

 Municipality/County: Falls Township, Bucks County

 Project Site Name: Fairless Landfill Pipeline

 Total Earth Disturbance Area (acres): 27.1 acres

 Surface Waters Receiving Stormwater Discharges: Delaware River (WWF, MF)

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

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

 Project Description: The proposed project is for the installation of approximately 14,200` of 6" steel pipeline between the proposed WMRE Fairless RNG Facility (by others) and an existing surface site in support of Williams' pipeline operations.

 Special Conditions: N/A

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

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