NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 3637]
[Saturday, June 29, 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 previously discussed.

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

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

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

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

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

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

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

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

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

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

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

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

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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
1515822	Joint DEP/PFBC Pesticides Permit	Renewal	Waynesborough CC 440 Darby Paoli Road Paoli, PA 19301-2006	Easttown Township Chester County	SERO
1519810	Joint DEP/PFBC Pesticides Permit	Renewal	Anderson Eric 19 Treemont Drive Malvern, PA 19355	East Goshen Township Chester County	SERO
6524803	Joint DEP/PFBC Pesticides Permit	New	Ligonier CC Inc. P.O. Box 597 Ligonier, PA 15658-0597	Ligonier Township Westmoreland County	SWRO
5082402	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Saville Township Perry County 3954 Veterans Way Elliotsburg, PA 17024	Saville Township Perry County	SCRO
0995429	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Warminster Municipal Authority Bucks County 415 Gibson Avenue P.O. Box 2279 Warminster, PA 18974-4163	Warminster Township Bucks County	SERO
PA0096903	Minor Sewage Facility >= 0.05 MGD and < 1 MGD Individual NPDES Permit	Amendment, Minor	CP Portfolio I LP 75 Penn Adamsburg Road Jeannette, PA 15644-2900	Robinson Township Washington County	SWRO
4311401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Scenic View MHP LLC 340 Murray Drive Jackson, NJ 08527-1179	Pymatuning Township Mercer County	NWRO
5810401	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Montrose Municipal Authority Susquehanna County P.O. Box 306 237 Ritzek Road Montrose, PA 18801-0306	Montrose Borough Susquehanna County	NERO
6371418	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	CP Portfolio I LP 75 Penn Adamsburg Road Jeannette, PA 15644-2900	Robinson Township Washington County	SWRO
6377404	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	CP Portfolio I LP 75 Penn Adamsburg Road Jeannette, PA 15644-2900	North Strabane Township Washington County	SWRO
6774422	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Transfer	Foote Properties Management LLC 2678 Mt Rose Avenue York, PA 17402	Lower Windsor Township York County	SCRO
NOEXNW122	No Exposure Certification	Renewal	AAH Acquisition LLC 6424 W Ridge Road Erie, PA 16506-1023	Union City Borough Erie County	NWRO
NOEXSE252	No Exposure Certification	Renewal	ABF Freight System Inc. 3801 Old Greenwood Road P.O. Box 10048 Fort Smith, AR 72903-5937	Upper Chichester Township Delaware County	SERO
PAG030027	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Reworld Metals LLC 445 South Street Morristown, NJ 07960	Falls Township Bucks County	SERO
PAG030188	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Reworld Delaware Valley LP 10 Highland Avenue Chester, PA 19013-2231	Chester City Delaware County	SERO
PAG030286	PAG-03 NPDES General Permit for Industrial Stormwater	New	PEL Healthcare LLC 650 Cathill Road Sellersville, PA 18960-1512	West Rockhill Township Bucks County	SERO
PAG032220	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Great Metal Recycling 324 Riverview Drive Walnutport, PA 18088-9693	Lehigh Township Northampton County	NERO
PAG032426	PAG-03 NPDES General Permit for Industrial Stormwater	New	UFP Structural Pkg LLC 2801 E Beltline Avenue NE Grand Rapids, MI 49525-9680	Delano Township Schuylkill County	NERO
PAG033732	PAG-03 NPDES General Permit for Industrial Stormwater	Transfer	Mission Critical Solutions LLC 271 Industrial Lane Alum Bank, PA 15521-8306	Bedford Township Bedford County	SCRO
PAG036584	PAG-03 NPDES General Permit for Industrial Stormwater	New	Gavco Materials Inc. P.O. Box 45 Uniontown, PA 15401-0045	North Union Township Fayette County	SWRO
PAG038364	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Superior Tire & Rubber Corp 40 Scientific Road Warren, PA 16365	Warren City Warren County	NWRO
PAG041344	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Daniel and Melody Winkelbauer 702 Conneauttee Road Waterford, PA 16441-3522	Le Boeuf Township Erie County	NWRO
PAG041357	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Curry Sarah 439 District Road Fredonia, PA 16124-1505	Delaware Township Mercer County	NWRO
PAG041359	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Braun James 1450 Fisherman's Cove Road Polk, PA 16342	Victory Township Venango County	NWRO
PAG123577	PAG-12 NPDES General Permit for CAFOs	Renewal	Tuscarora Farms LLC P.O. Box 154 Roxbury, PA 17251-0154	Metal Township Franklin County	SCRO
PAG123626	PAG-12 NPDES General Permit for CAFOs	Renewal	Hershey Farms LLC 338 Sunny Burn Road Elizabethtown, PA 17022-9664	Mount Joy Township Lancaster County	SCRO
PAG123725	PAG-12 NPDES General Permit for CAFOs	Renewal	Junk Inn Farms LLC P.O. Box 229 14492 Path Valley Road Willow Hill, PA 17271-0229	Metal Township Franklin County	SCRO
PAG123739	PAG-12 NPDES General Permit for CAFOs	Renewal	Hidden Acres Farms LLC 2115 Rohrer Road Manheim, PA 17545-9136	Rapho Township Lancaster County	SCRO
PAG123769	PAG-12 NPDES General Permit for CAFOs	Renewal	Hetrickdale Farms 69 Hetrick Road Bernville, PA 19506-8909	Jefferson Township Berks County	SCRO
PAG123787	PAG-12 NPDES General Permit for CAFOs	Renewal	Kready Jevin M 1113 N Colebrook Road Manheim, PA 17545-8122	Rapho Township Lancaster County	SCRO
PAG123789	PAG-12 NPDES General Permit for CAFOs	Renewal	Noah W Kreider & Sons LLP 1461 Lancaster Road Manheim, PA 17545-9768	Penn Township Lancaster County	SCRO
PAG123790	PAG-12 NPDES General Permit for CAFOs	Renewal	Carl G & John G Myer 292 Elm Road Lititz, PA 17543-9450	Penn Township Lancaster County	SCRO
PAG123827	PAG-12 NPDES General Permit for CAFOs	Renewal	Doutrich Brian 750 Whitman Road Lebanon, PA 17042-8816	South Lebanon Township Lebanon County	SCRO
PAG123848	PAG-12 NPDES General Permit for CAFOs	Renewal	Johnson Drew 20522 Hammond Road Spring Run, PA 17262-9718	Fannett Township Franklin County	SCRO
PAG123852	PAG-12 NPDES General Permit for CAFOs	Renewal	JSR Management LLC 275 Naftzingertown Road Mohrsville, PA 19541-9700	Upper Bern Township Berks County	SCRO
PAG123884	PAG-12 NPDES General Permit for CAFOs	Renewal	Troutman Connie and Troutman Scott 638 Railroad Road Mohrsville, PA 19541-8868	Centre Township Berks County	SCRO
PAG123898	PAG-12 NPDES General Permit for CAFOs	Renewal	Mountain View Swine Farms 411 Chestnut Street Lebanon, PA 17042-6142	Bethel Township Berks County	SCRO
PAG123909	PAG-12 NPDES General Permit for CAFOs	Renewal	Nolt Glendon 222 Long Road Lenhartsville, PA 19534-9407	Greenwich Township Berks County	SCRO
PAG124801	PAG-12 NPDES General Permit for CAFOs	Renewal	Erdley Samuel R 847 Smith Road Mifflinburg, PA 17844-7352	Kelly Township Union County	SCRO
6224403	Pump Stations Individual WQM Permit	New	Pleasant Township Warren County 318 W 3rd Avenue Warren, PA 16365-2388	Warren City Warren County	NWRO
0224402	Sewer Extensions Individual WQM Permit	New	Allegheny County Sanitary Authority ALCOSAN 3300 Preble Avenue Pittsburgh, PA 15233-1025	Pittsburgh City Allegheny County	SWRO
WQG02482401	Sewer Extensions WQM General Permit	New	Forks Township 1606 Sullivan Trial Easton, PA 18040-8332	Forks Township Northampton County	NERO
PA0290360	Single Residence STP Individual NPDES Permit	Transfer	Ditonto Patrick 1185 Fox Hill Road Russell, PA 16345-4723	Pine Grove Township Warren County	NWRO
0618405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Becker John 14 Petsch Road Reading, PA 19606-9300	Alsace Township Berks County	SCRO
0424402	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Koon Meredith L 2921 Knowlson Avenue Pittsburgh, PA 15226-2029	Independence Township Beaver County	SWRO
0724401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	St. Johns Evang Lutheran Church 3877 Kettle Road Altoona, PA 16601	Tyrone Township Blair County	SCRO
0724404	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Noemie Eardley 1244 Ferncliff Road Altoona, PA 16601	Logan Township Blair County	SCRO
6222402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Ditonto Patrick 1185 Fox Hill Road Russell, PA 16345-4723	Pine Grove Township Warren County	NWRO
1524406	Small Flow Treatment Facility Individual WQM Permit	New	Turkey Hill Minit Market Inc. 165 Flanders Road Westborough, MA 01851	Coatesville City Chester County	SERO
3024400	Small Flow Treatment Facility Individual WQM Permit	New	Stainbrook Rachel 210 E George Street Carmichaels, PA 15320-1204	Morris Township Greene 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

 PA0110485, Sewage, SIC Code 4952, Veolia Water PA, Inc., 6310 Allentown Boulevard, Suite 104, Harrisburg, PA 17112-2739. Facility Name: Columbia County Industrial Park WWTP. 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 Sewage.

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 5-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.035 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.5
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	10,000.0
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000.0
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
E. Coli (No./100 ml)	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 570-327-3693.

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0111937, Sewage, SIC Code 4952, Patriot Treatment Plant, Inc., 6009 Columbia Boulevard, Bloomsburg, PA 17815-8800. Facility Name: Patriot Treatment 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 Sewage.

 The receiving stream(s), Unnamed Tributary of Susquehanna River (CWF), is located in State Water Plan watershed 5-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.27	XXX	0.88
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  Nov 1 - Apr 30	Report	XXX	XXX	5	XXX	10
May 1 - Oct 31	Report	XXX	XXX	3.0	XXX	6
E. Coli (No./100 ml)	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 570-327-3693.

 The EPA Waiver is in effect.

 Northcentral Regional Office

 PA0234010, Industrial, SIC Code 4953, PA DOT, Engineering District 2-0, 70 PennDOT Drive, Clearfield, PA 16830-6051. Facility Name: I-99 ERPA Leachate Treatment Facility. This existing facility is located in Worth Township, Centre 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, Bald Eagle Creek, is located in State Water Plan watershed 9-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0045 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	IMIN	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	1.0	2.0	XXX	27.0	54.0	65
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Aluminum, Total	0.03	0.03	XXX	0.75	0.75	0.75
Iron, Total	0.06	0.11	XXX	1.5	3.0	3.7
Manganese, Total	0.04	0.08	XXX	1.0	2.0	2.5
Mercury, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Zinc, Total	0.004	0.008	XXX	0.11	0.20	0.25

 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.

 Northeast Regional Office

 PA0012149, Industrial, SIC Code 3951, Dixon Ticonderoga, 2525 N. Casaloma Drive, Appleton, WI 54913. Facility Name: Dixon Ticonderoga. This existing facility is located in West Brunswick Township, Schuylkill County.

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

 The receiving stream, Pine Creek (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.040 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Manganese, Total	Report	XXX	XXX	Report	XXX	Report
1,1,1-Trichloroethane	Report	XXX	XXX	Report	XXX	Report
1,1-Dichloroethane (ug/L)	Report	XXX	XXX	Report	XXX	Report
1,2-Dichloroethane (ug/L)	Report	XXX	XXX	Report	XXX	Report
1,1-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
cis-1,2-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
trans-1,2-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
Trichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	4.0
Vinyl Chloride (ug/L)	Report	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.040 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Average Weekly	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report Avg Mo	Report Daily Max	XXX	XXX	XXX	XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.040 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Manganese, Total	Report	XXX	XXX	Report	XXX	Report
1,1,1-Trichloroethane	Report	XXX	XXX	Report	XXX	Report
1,1-Dichloroethane (ug/L)	Report	XXX	XXX	Report	XXX	Report
1,2-Dichloroethane (ug/L)	Report	XXX	XXX	Report	XXX	Report
1,1-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
cis-1,2-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
trans-1,2-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
Trichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
Vinyl Chloride (ug/L)	Report	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 0.040 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Minimum	Average Quarterly	Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Manganese, Total	Report	XXX	XXX	Report	XXX	Report
1,1,1-Trichloroethane	Report	XXX	XXX	Report	XXX	Report
1,1-Dichloroethane (ug/L)	Report	XXX	XXX	Report	XXX	Report
1,2-Dichloroethane (ug/L)	Report	XXX	XXX	Report	XXX	Report
1,1-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
cis-1,2-Dichloroethylene	Report	XXX	XXX	Report	XXX	Report
trans-1,2-Dichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
Trichloroethylene (ug/L)	Report	XXX	XXX	Report	XXX	Report
Vinyl Chloride (ug/L)	Report	XXX	XXX	Report	XXX	Report

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

 • Groundwater Cleanup—Chlorinated Organics

 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

 PA0062821, Industrial, SIC Code 4941, Schuylkill County Municipal Authority, 221 S. Centre Street, Pottsville, PA 17901. Facility Name: Indian Run WTP. This existing facility is located in Branch Township, Schuylkill 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, West Branch Schuylkill River (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.16 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Total Suspended Solids	Report	Report	XXX	30.0	60.0	XXX
Aluminum, Total	Report	Report	XXX	4.0	8.0	10.0
Iron, Total	Report	Report	XXX	2.0	4.0	5.0
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

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

 • Sedimentation Basin Cleaning

 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

 PAI132214, MS4, Bethlehem Township, Northampton County, 4225 Easton Avenue, Bethlehem, PA 18020.

 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 Bethlehem Township, Northampton County. The receiving streams, Monocacy Creek (HQ-CWF, MF), Nancy Run, Unnamed Tributary to Nancy Run (CWF, MF), Lehigh Coal And Navigation Canal, and Unnamed Tributary to Monocacy Creek (HQ-CWF, MF), are located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water, Migratory Fish, Cold Water Fishes, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plans with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP) Amendment

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

 Northwest Regional Office

 PA0205524, Sewage, SIC Code 4952, Tammie & Timothy Rabbitt, 297 Ford City Road, Freeport, PA 16229-2000. Facility Name: Tammie & Timothy Rabbitt SRSTP. This existing facility is located in South Buffalo Township, Armstrong 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 Hill Run (WWF), is located in State Water Plan watershed 18-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 0.0004 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	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.

 Southcentral Regional Office

 PA0082015, Sewage, SIC Code 6515, Meadows Sewer Co., P.O. Box 604, Exton, PA 19341-0604. Facility Name: Country Manor West MHP. This existing facility is located in Middlesex Township, Cumberland County.

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

 The receiving stream(s), Conodoguinet Creek (WWF), 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 .17 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 Daily Min	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily 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 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
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4

 The proposed effluent limits for Outfall 001 are based on a design flow of .17 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0084751, Sewage, SIC Code 7033, Doubling Gap Center Inc., 1550 Doubling Gap Road, Newville, PA 17241-9758. Facility Name: Doubling Gap Convention Center. This existing facility is located in Lower Mifflin Township, Cumberland County.

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

 The receiving stream(s), Doubling Gap Creek (HQ-CWF), is located in State Water Plan watershed 7-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily 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
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
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	XXX	XXX	XXX	1.0	XXX	2.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .025 MGD.—Limits.

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

 PA0085022, Sewage, SIC Code 4952, Conoy Township, 211 Falmouth Road, Bainbridge, PA 17502. Facility Name: Conoy Township Falmouth WWTP. This existing facility is located in Conoy 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, Unnamed Tributary to Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-G 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 .025 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 .025 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)	5.2	8.3	XXX	25	40	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	6.3	9.4	XXX	30	45	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	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	4.3	XXX	XXX	21.0	XXX	42
May 1 - Oct 31	1.4	XXX	XXX	7.0	XXX	21
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
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

 PA0087173, Sewage, SIC Code 8661, High Point Baptist Chapel, P.O. Box 188, Geigertown, PA 19523-0188. Facility Name: High Point Baptist WWTP. This existing facility is located in Robeson 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), Hay Creek (HQ-CWF, MF), is located in State Water Plan watershed 3-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0265 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily Minimum	Average Monthly	Maximum	IMAX
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 001 are based on a design flow of .0265 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Daily 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
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
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	20.0	XXX	40

 The proposed effluent limits for Outfall 001 are based on a design flow of .0265 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0088552, Sewage, SIC Code 6514, Oakbrook Homeowners Association of Elizabethtown, 7 Oakbrook Lane, Elizabethtown, PA 17022-1150. Facility Name: Oakbrook Homeowners Subdivision. This existing facility is located in West Donegal 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, Unnamed Tributary of Conewago 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 .0032 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	0.43	XXX	1.4
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
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	22.5	XXX	45
May 1 - Oct 31	XXX	XXX	XXX	7.5	XXX	15
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Total Phosphorus	Report	XXX	XXX	8.0	XXX	16
Net Total Phosphorus (lbs/yr)	XXX	78	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0032 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

 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

 PA0247103, Sewage, SIC Code 4952, Northeastern York County Sewer Authority, 200 N Main Street, Mount Wolf, PA 17347-0516. Facility Name: Northeastern York County STP Saginaw. This existing facility is located in East Manchester 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(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-G 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 .3 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .3 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 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.1	XXX	0.3
Carbonaceous Biochemical Oxygen Demand (CBOD5)	62.5	100	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	75	112.5	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	15.0	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	5.0	XXX	XXX	2.0	XXX	4
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	5.0	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	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/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
Ammonia-Nitrogen (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX

 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

 PA0261912, Sewage, SIC Code 5812, Split Shots Bar & Grill, 4587 Chambersburg Road, Biglerville, PA 17307-9531. Facility Name: Split Shots Bar & Grill. This existing facility is located in Franklin Township, Adams 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), Dry Swale to Marsh Creek (CWF, MF), is located in State Water Plan watershed 13-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 0.0015 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
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 Geo Mean	XXX	1,000

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0266469, Sewage, SIC Code 4952, Weaverland Valley Authority, 4610 Division Highway, East Earl, PA 17519. Facility Name: Weaverland Valley Authority Regional WWTP. This existing facility is located in East 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, MF), is located in State Water Plan watershed 7-J 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 .82 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 .82 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)	85	136	XXX	25.0	40.0	50
Biochemical Oxygen Demand (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	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Ammonia-Nitrogen  Nov 1 - Apr 30	71	XXX	XXX	21.0	XXX	42
May 1 - Oct 31	23	XXX	XXX	7.0	XXX	14
Total Phosphorus	6.0	XXX	XXX	2.0	XXX	4.0
Ultraviolet light dosage  (mWsec/cm2)	XXX	XXX	Report	XXX	XXX	XXX

	Effluent Limitations
	Mass Units (lbs)(1)		Concentrations (mg/L)
Parameter	Monthly	Annual	Minimum	Monthly Average	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrate-Nitrite 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	13,064	XXX	XXX	XXX
Net Total Phosphorus	XXX	1,531	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

 PA0266795, Sewage, SIC Code 4952, Christopher P. Scott, 914 Lime Valley Road, Willow Street, PA 17584. Facility Name: Scott SRSTP. This existing facility is located in West Lampeter Township, Lancaster 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, Pequea Creek (WWF, MF), is located in State Water Plan watershed 7-K 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 (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0110744, Industrial, SIC Code 4941, Evitts Creek Water Co., 1032 Lake Gordon Road, Bedford, PA 15522-5243. Facility Name: Evitts Creek Water. This existing facility is located in Cumberland Valley Township, Bedford County.

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

 The receiving stream(s), Evitts Creek (HQ-CWF), is located in State Water Plan watershed 13-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .4297 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
May 1 - Oct 31	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .4297 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 Min Mo Avg	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.01	XXX	0.05
Total Suspended Solids	Report	Report	XXX	30	60	75
Aluminum, Total	Report	Report	XXX	0.750	0.820	0.82
Iron, Total	Report	Report	XXX	1.5	3.0	3.7
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

 The proposed effluent limits for Outfall 001 are based on a design flow of .4297 MGD.—Limits.

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

 PA0294012, Storm Water, SIC Code 2951, Russell Standard Corporation, 285 Kappa Drive, Pittsburgh, PA 15238-2814. Facility Name: Russell Standard—Reading. This facility is located in Muhlenberg Township, Berks County.

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

 The receiving stream(s), Laurel Run (WWF, MF), is located in State Water Plan watershed 3-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:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Average Monthly	IMAX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	23.0	15.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	10.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), including applicable BMPs from Appendix M from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0294446, Storm Water, SIC Code 4226, Gelest Inc., 281 Industrial Road, Glen Rock, PA 17327-8601. Facility Name: Gelest Inc. Glen Rock Plant. This proposed facility is located in Springfield Township, York County.

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

 The receiving stream(s), Seaks Run (HQ-CWF, MF), is located in State Water Plan watershed 7-H 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:

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs), including applicable BMPs from Appendix L from the PAG-03 (effective 3/24/2023)

 • Routine Inspections

 • Preparedness, Prevention, and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements (including Benchmarks for TSS and Oil and Grease)

 • Other Requirements

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0023949, Sewage, SIC Code 4952, Brookhaven Borough, 2 Cambridge Road, Brookhaven, PA 19015-1712. Facility Name: Brookhaven Borough STP and Sewer System. This existing facility is located in Brookhaven Borough, Delaware 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), Chester Creek (WWF, MF), is located in State Water Plan watershed 3-G 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 .192 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
TRC	XXX	XXX	XXX	0.5	XXX	1.0
CBOD5  Nov 1 - Apr 30	40	60	XXX	25	40	50
May 1 - Oct 31	32	48	XXX	20	30	40
CBOD5  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
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	48	72	XXX	30	45	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
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	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	24	XXX	XXX	15.0	XXX	30
May 1 - Oct 31	8	XXX	XXX	5.0	XXX	10
Total Phosphorus  Nov 1 - Apr 30	3.2	XXX	XXX	2.0	XXX	4
May 1 - Oct 31	1.6	XXX	XXX	1.0	XXX	2
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • No Stormwater

 • Acquire Necessary Property Rights

 • Proper Sludge Disposal

 • Chlorine Minimization

 • Operator Notification

 • TMDL/WLA Analysis

 • Fecal Coliform Requirement

 • Operations and Maintenance Plan

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

 The EPA Waiver is in effect.

 Southeast Regional Office

 PA0031178, Sewage, SIC Code 6515, Melody Lakes Management LLC, 1045 N West End Boulevard, Quakertown, PA 18951-4111. Facility Name: Melody Lakes Management LLC WWTP. This existing facility is located in Richland Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Tohickon Creek (TSF, MF), is located in State Water Plan watershed 2-D and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.03	XXX	0.1
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	12.0	XXX	XXX	20	XXX	40
May 1 - Oct 31	6.0	XXX	XXX	10	XXX	20
Total Suspended Solids	18.0	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	3.6	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	1.2	XXX	XXX	2.0	XXX	4
Total Phosphorus	0.3	XXX	XXX	0.5	XXX	1

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

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

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

 • Proper disposal of sludge and solids

 • No stormwater into sewage

 • TRC minimization in effluent

 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

 PA0052094, Sewage, SIC Code 4952, Montgomery Sewer Co. Inc., P.O. Box 851, Montgomeryville, PA 18936-0851. Facility Name: The Orchard Development STP. This existing facility is located in Montgomery Township, Montgomery 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 Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .15 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 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.07	XXX	0.22
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	25	XXX	XXX	20	XXX	40
May 1 - Oct 31	12.5	XXX	XXX	10	XXX	20
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	37.5	XXX	XXX	30	XXX	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N  Jul 1 - Oct 31	11.0	XXX	XXX	9.0	XXX	18
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	7.5	XXX	XXX	6.0	XXX	12
May 1 - Oct 31	2.5	XXX	XXX	2.0	XXX	4
Total Phosphorus  Nov 1 - Mar 31	2.0	XXX	XXX	1.6	XXX	3.2
Apr 1 - Oct 31	1.0	XXX	XXX	0.8	XXX	1.6

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

 I. Other Requirements

 A. No stormwater

 B. Property Rights

 C. Sludge Disposal

 D. Abandoning Facility due to Act 537

 E. Chlorine Minimization

 F. Notification of Designation of Operator

 G. Small stream

 H. Seasonal Fecal Coliform Effluent Limitations

 I. O&M plan

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0024490, Sewage, SIC Code 4952, Rockwood Borough Municipal Authority, Somerset County, 410 Market Street, Rockwood, PA 15557-1127. Facility Name: Rockwood Borough STP. This existing facility is located in Rockwood Borough, Somerset 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), Coxes Creek (WWF) and Casselman River (WWF), is located in State Water Plan watershed 19-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.30 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	62	95	XXX	25.0	38.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	75	112	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
Ammonia-Nitrogen	XXX	XXX	XXX	25.0	XXX	50

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.30 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.30 MGD.—Limits.

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

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

 • Part C.II.C.3 of the permit contains a modified LTCP compliance schedule.

 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

 PA0097012, Sewage, SIC Code 4952, Stonebridge Gardens Inc., P.O. Box 117, Friedens, PA 15541-0117. Facility Name: Stonebridge Gardens MHP STP. This existing facility is located in Quemahoning Township, Somerset 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 Higgins Run, is located in State Water Plan watershed 18-E 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 .008 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.8	XXX	2.0

 The proposed effluent limits for Outfall 001 are based on a design flow of .008 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.245	XXX	0.8

 The proposed effluent limits for Outfall 001 are based on a design flow of .008 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	Report Daily Max	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Daily Max	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .008 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	0.008	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	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  Nov 1 - Apr 30	XXX	XXX	XXX	22.5	XXX	45.0
May 1 - Oct 31	XXX	XXX	XXX	7.5	XXX	15.0

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

 • Chlorine Minimization

 • Notification of designation of responsible operator

 • Solids management for non-lagoon system

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0219207, Sewage, SIC Code 4952, Lincoln Township Municipal Authority, P.O. Box 162, Sipesville, PA 15561-0162. Facility Name: Sipesville Quecreek STP. This proposed facility is located in Lincoln Township, Somerset County.

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

 The receiving streams, Quemahoning Creek (CWF), is located in State Water Plan watershed 18-E 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 0.1 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	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	20.9	31.3	XXX	25.0	37.5	50.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	25.0	37.6	XXX	30.0	45.0	60.0
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	Report Daily Max	XXX
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	Report Daily Max	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	20.8	XXX	XXX	25.0	XXX	50.0
May 1 - Oct 31	13.3	XXX	XXX	16.0	XXX	32.0
Total Phosphorus	XXX	XXX	XXX	Report	Report Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	0.75 Annl Avg	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	1.5 Annl Avg	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	1.0 Annl Avg	2.0 Daily Max	XXX

 In addition, the permit contains the following major special conditions: requirements for solids management and requirements relating to the use of chlorine for disinfection.

 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

 PA0001228, Industrial, SIC Code 3621, Curtiss Wright Corp, 1000 Wright Way, Cheswick, PA 15024-1008. Facility Name: Curtiss Wright Electro-Mechanical Corp. This existing facility is located in Harmar Township, Allegheny 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), Allegheny River (WWF) and Unnamed Tributary to Allegheny River (WWF), located in State Water Plan watershed 18-A and 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 .249 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .249 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 901 are based on a design flow of 0.001 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX

 The proposed effluent limits for IMP 911 are based on a design flow of 0.000012 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX

 The proposed effluent limits for IMP 921 are based on a design flow of 0.00002 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .248 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .248 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.011	0.027	XXX
Temperature (°F)  Jan 1 - 31	XXX	XXX	XXX	XXX	XXX	40.0
Feb 1 - 28	XXX	XXX	XXX	XXX	XXX	40.0
Mar 1 - 31	XXX	XXX	XXX	XXX	XXX	46.1
Apr 1 - 15	XXX	XXX	XXX	XXX	XXX	52.1
Apr 16 - 30	XXX	XXX	XXX	XXX	XXX	58.1
May 1 - 15	XXX	XXX	XXX	XXX	XXX	64.0
May 16 - 31	XXX	XXX	XXX	XXX	XXX	72.1
Jun 1 - 15	XXX	XXX	XXX	XXX	XXX	80.0
Jun 16 - 30	XXX	XXX	XXX	XXX	XXX	84.0
Jul 1 - 31	XXX	XXX	XXX	XXX	XXX	87.0
Aug 1 - 31	XXX	XXX	XXX	XXX	XXX	87.0
Sep 1 - 15	XXX	XXX	XXX	XXX	XXX	84.0
Sep 16 - 30	XXX	XXX	XXX	XXX	XXX	78.0
Oct 1 - 15	XXX	XXX	XXX	XXX	XXX	72.0
Oct 16 - 31	XXX	XXX	XXX	XXX	XXX	66.0
Nov 1 - 15	XXX	XXX	XXX	XXX	XXX	58.0
Nov 16 - 30	XXX	XXX	XXX	XXX	XXX	50.0
Dec 1 - 31	XXX	XXX	XXX	XXX	XXX	42.0
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFOS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
PFBS (ng/L)	XXX	XXX	XXX	XXX	Report	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for IMP 113 are based on a design flow of 0.0025 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 113 are based on a design flow of 0.0025 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.14	0.22	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	40.4	63.1	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	11.7	18.3	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	4.21	5.76	XXX
Iron, Dissolved	XXX	XXX	XXX	0.338	0.527	XXX
Iron, Total	XXX	XXX	XXX	1.69	2.64	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	0.92	1.43	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	0.27	0.42	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	0.0003	0.0004	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	0.003	0.005	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	0.0003	0.0005	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	0.035	0.054	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	0.003	0.005	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	1.11	1.73	XXX
Chrysene (ug/L)	XXX	XXX	XXX	0.42	0.65	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	0.0003	0.0005	XXX

 The proposed effluent limits for IMP 123 are based on a design flow of 0.002 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 123 are based on a design flow of 0.002 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.15	0.23	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	43.4	67.6	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	12.0	18.85	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	4.53	6.21	XXX
Iron, Dissolved	XXX	XXX	XXX	348	542	XXX
Iron, Total	XXX	XXX	XXX	1,738	2,711	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	1.01	1.57	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	0.28	0.43	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	0.0003	0.0005	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	0.004	0.003	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	0.0004	0.0006	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	0.041	0.064	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	0.004	0.006	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	1.3	2.03	XXX
Chrysene (ug/L)	XXX	XXX	XXX	0.49	0.76	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	0.0004	0.0006	XXX

 The proposed effluent limits for IMP 133 are based on a design flow of 0.0288 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX

 The proposed effluent limits for IMP 303 are based on a design flow of 0.004 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 303 are based on a design flow of 0.004 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.12	0.19	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	36.0	56.2	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	11.2	17.5	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	3.74	5.08	XXX
Iron, Dissolved	XXX	XXX	XXX	0.324	0.505	XXX
Iron, Total	XXX	XXX	XXX	1.619	2.526	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	0.79	1.23	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	0.52	0.56	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	0.26	0.4	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	0.0002	0.0003	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	0.003	0.004	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	0.0003	0.0004	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	0.025	0.04	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	0.003	0.004	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	0.81	1.27	XXX
Chrysene (ug/L)	XXX	XXX	XXX	0.3	0.47	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	0.0003	0.0004	XXX

 The proposed effluent limits for IMP 403 are based on a design flow of 0.0023 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 403 are based on a design flow of 0.0023 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	1.95	2.46	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	0.29	0.45	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	11.1	17.3	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	22.3t	25.4	XXX
Bis(2-Ethylhexyl) Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 603 are based on a design flow of 0.0002 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 603 are based on a design flow of 0.0002 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	14.8	23.1	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	90.0	140	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 903 are based on a design flow of 0.005 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	7.0	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Chrysene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for IMP 903 are based on a design flow of 0.005 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.12	0.19	XXX
Chromium III, Total (ug/L)	XXX	XXX	XXX	34.6	53.9	XXX
Chromium, Hexavalent (ug/L)	XXX	XXX	XXX	11.1	17.2	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	3.59	4.85	XXX
Iron, Dissolved	XXX	XXX	XXX	0.319	0.498	XXX
Iron, Total	XXX	XXX	XXX	1.595	2.488	XXX
Lead, Total (ug/L)	XXX	XXX	XXX	0.74	1.16	XXX
Manganese, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Silver, Total (ug/L)	XXX	XXX	XXX	0.49	0.52	XXX
Thallium, Total (ug/L)	XXX	XXX	XXX	0.26	0.4	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Hexachlorobenzene (ug/L)	XXX	XXX	XXX	0.0002	0.0003	XXX
Benzo(a)Anthracene (ug/L)	XXX	XXX	XXX	0.002	0.003	XXX
Benzo(a)Pyrene (ug/L)	XXX	XXX	XXX	0.0002	0.0003	XXX
Benzo(k)Fluoranthene (ug/L)	XXX	XXX	XXX	0.022	0.035	XXX
3,4-Benzofluoranthene (ug/L)	XXX	XXX	XXX	0.002	0.003	XXX
Bis(2-Ethylhexyl)Phthalate (ug/L)	XXX	XXX	XXX	0.71	1.11	XXX
Chrysene (ug/L)	XXX	XXX	XXX	0.27	0.42	XXX
Dibenzo(a,h)Anthracene (ug/L)	XXX	XXX	XXX	0.0002	0.0003	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of .35 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 004 are based on a design flow of .35 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)  Jan 1 - 31	XXX	XXX	XXX	XXX	XXX	40.3
Feb 1 - 28	XXX	XXX	XXX	XXX	XXX	40.3
Mar 1 - 31	XXX	XXX	XXX	XXX	XXX	46.8
Apr 1 - 15	XXX	XXX	XXX	XXX	XXX	52.9
Apr 16 - 30	XXX	XXX	XXX	XXX	XXX	58.9
May 1 - 15	XXX	XXX	XXX	XXX	XXX	64.6
May 16 - 31	XXX	XXX	XXX	XXX	XXX	73.0
Jun 1 - 15	XXX	XXX	XXX	XXX	XXX	80.8
Jun 16 - 30	XXX	XXX	XXX	XXX	XXX	84.8
Jul 1 - 31	XXX	XXX	XXX	XXX	XXX	87.4
Aug 1 - 31	XXX	XXX	XXX	XXX	XXX	87.4
Sep 1 - 15	XXX	XXX	XXX	XXX	XXX	84.3
Sep 16 - 30	XXX	XXX	XXX	XXX	XXX	78.3
Oct 1 - 15	XXX	XXX	XXX	XXX	XXX	72.3
Oct 16 - 31	XXX	XXX	XXX	XXX	XXX	66.3
Nov 1 - 15	XXX	XXX	XXX	XXX	XXX	58.3
Nov 16 - 30	XXX	XXX	XXX	XXX	XXX	50.2
Dec 1 - 31	XXX	XXX	XXX	XXX	XXX	42.2
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX

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

 TRC EFFLUENT LIMITATIONS BELOW QUANTITATION LIMITS

 A. The calculated limits for Total Residual Chlorine (TRC) as specified in Part A of this permit are the limits necessary to comply with State water quality standards. These effluent limits are lower than the Quantitation Limit (QL), as defined in 25 Pa. Code § 252.1, of the most sensitive existing EPA-approved (40 CFR Part 136) test method or other DEP-approved method. If the sensitivity of the specified method improves or a more sensitive test method becomes available, DEP may modify the permit to require use of the more sensitive method.

 B. TRC shall be analyzed using one of the following test methods below, or an approved equivalent, to achieve a QL of 0.02 mg/l or less:

 • EPA 330.5 Spectrophotometric, DPD (SM 4500-Cl G, DPD Colorimetric Method)

 • EPA 330.4 Titrimetric, DPD-FAS (SM 4500-Cl F, DPD Ferrous Titrimetric Method)

 For the purpose of compliance, a statistical value reported on the DMR that is less than the QL (i.e., ''non-detect'') will be considered to be in compliance.

 C. The permittee may develop a site-specific alternate MDL pursuant to the procedure contained in 40 CFR Part 136 Appendix B. DEP should be contacted for guidance before initiating this procedure.

 • The permittee shall manage non-detect values and report statistical results to DEP in accordance with published DMR guidance (3800-BK-DEP3047). Where a mixed data set exists containing non-detect results and ''detected'' values (i.e., results greater than or equal to the QL), the QL shall be used for non-detect results to compute average statistical results.

 WQBELs BELOW QUANTITATION LIMITS

 A. The parameter(s) listed as follows are subject to water quality-based effluent limits (WQBELs) in Part A of this permit that are necessary to comply with State water quality standards, but may be less than quantitation limits (QLs), as defined in 25 Pa. Code § 252.1, that are generally achievable by conventional analytical technology. The permittee shall analyze the parameter(s) using methods that will achieve the QL(s) as listed as follows. For the purpose of compliance, a statistical value reported on the DMR that is less than the QL(s) (i.e., ''non-detect'') will be considered to be in compliance.

Parameter Name	Quantitation Limit
Total Cadmium	0.2 µg/L
Total Copper	4.0 µg/L
Total Lead	1.0 µg/L
Total Thallium	2.0 µg/L
Benzo(a)Anthracene	2.5 µg/L
Benzo(a)Pyrene	2.5 µg/L
3,4-Benxofluoranthene	2.5 µg/L
Benzo(k)Fluoranthene	2.5 µg/L
Bis(2-Ethylhexyl)Phthalate	5.0 µg/L
Chrysene	2.5 µg/L
Dibenzo (a, h) Anthracene	2.5 µg/L
Hexachlorobenzene	5.0 µg/L

 B. The permittee shall, where determined to be feasible by the permittee, achieve a QL less than the QL previously identified to improve the level of confidence that State water quality standards are being met in the receiving waters.

 C. The permittee shall manage non-detect values and report statistical results to DEP in accordance with published DMR guidance (3800-BK-DEP3047). Where a mixed data set exists containing non-detect results and ''detected'' values (i.e., results greater than or equal to the QL), the QL shall be used for non-detect results to compute average statistical results.

 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.

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

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 Northeast Regional Office

 Applicant: Muhlenberg College, c/o Richard Waligora

 Applicant Address: 2400 Chew Street, Allentown, PA 18104-5586.

 Application Number: PAD390311

 Application Type: New

 Municipality/County: City of Allentown, Lehigh County.

 Project Site Name: Muhlenberg College Seegars Union Building Expansion

 Total Earth Disturbance Area (acres): 2.03 acres

 Surface Waters Receiving Stormwater Discharges: Tributary to Little Lehigh Creek (aka 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: The project involves the expansion of the existing Muhlenberg College Seegers Union Student Center, parking lot reconstruction, and stormwater management facilities.

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

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

 Northeast Regional Office

 Applicant: Northern Lehigh School District, c/o Christopher Mann

 Applicant Address: 1201 Shadow Oaks Lane, Slatington, PA 18080-1237.

 Application Number: PAD390297

 Application Type: New

 Municipality/County: Slatington Borough, Lehigh County.

 Project Site Name: Baseball and Softball Field Renovations

 Total Earth Disturbance Area (acres): 7.62 acres

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

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

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

 Project Description: The proposed improvements involve renovations to the existing baseball and softball fields to include: re-grading and drainage improvements, synthetic turf bull pens, outfield fencing and warning tracks, dugouts/shade structures, access improvements, (2) +/- 1,500 sf manufactured sheds and stormwater management BMPs.

 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: Elk County Conservation District

 Applicant Address: 850 Washington Street, Saint Mary's, PA 16857.

 Application Number: PAD240009

 Application Type: Major Amendment

 Municipality/County: City of Saint Mary's, Elk County.

 Project Site Name: West Creek AMD

 Total Earth Disturbance Area (acres): 25.7 acres

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

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

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

 Project Description: To collect and treat multiple abandoned mine drainage discharges that flow into West Creek. Additionally, coal spoil piles on site will be graded and acid neutralization amendments will be added. Major modification of permit issued on 2/4/2021 with original disturbance area of 12.3 acres. Modification expands area of disturbance to 25.7 acres.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Pond View at Jefferson Twp., LLC

 Applicant Address: 4136 Bethman Road, Easton, PA 18045.

 Application Number: PAD350050

 Application Type: New

 Municipality/County: Jefferson Township, Lackawanna County.

 Project Site Name: Pond View at Jefferson Twp., LLC

 Total Earth Disturbance Area (acres): 8.55 acres

 Surface Waters Receiving Stormwater Discharges: UNT to West Branch Wallenpaupack 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: Garden apartments with associated amenities

 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: Bethlehem Manor Village, LLC

 Applicant Address: 1177 N. Sixth Street, Whitehall, PA 18052-5212.

 Application Number: PAD480098

 Application Type: Renewal

 Municipality/County: City of Bethlehem, Northampton County.

 Project Site Name: Bethlehem Hospital (Renewal)

 Total Earth Disturbance Area (acres): 4.95 acres

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

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

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

 Project Description: Construction of 29,452 square foot hospital building with 80 beds and 71 parking spaces.

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

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

 Northcentral Regional Office

 Applicant: Geisinger Clinic

 Applicant Address: 100 N. Academy Ave, Danville, PA 17822.

 Application Number: PAD140112

 Application Type: New

 Municipality/County: Patton Township, Centre County.

 Project Site Name: Geisinger Grays Woods

 Total Earth Disturbance Area (acres): 2.78 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Buffalo Run (HQ-CWF, MF)

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

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

 Project Description: Construction of a 10,750 SF building addition, off-street parking, and traffic improvements.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: Flexopack USA, Inc.

 Applicant Address: 1313 N. Market Street, Suite 5100, Wilmington, DE 19801.

 Application Number: PAD380041

 Application Type: New

 Municipality/County: North Lebanon Township, Lebanon County.

 Project Site Name: Flexopack Manufacturing Facility

 Total Earth Disturbance Area (acres): 19.11 acres

 Surface Waters Receiving Stormwater Discharges: Quittapahilla Creek (TSF)

 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: Flexopack USA is proposing the construction of a 212,000 square foot manufacturing building with associated access drives onto Hanford Drive, parking areas, truck loading areas, railroad spur extension, connection to public sewer and water and stormwater management facilities.

 Special Conditions: N/A

 You may review the permit application file by contacting DEP's File Review Coordinator at 717-772-5987.

 Southwest Regional Office

 Applicant: Waste Management of Pennsylvania, Inc.

 Applicant Address: 260 Laurel Ridge Road, Johnstown, PA 15909.

 Application Number: PAD110019

 Application Type: Renewal

 Municipality/County: Jackson Township, Cambria County.

 Project Site Name: Laurel Highlands Company and CNG Fueling

 Total Earth Disturbance Area (acres): 21.49 acres

 Surface Waters Receiving Stormwater Discharges: UNT to Laurel Run (HQ-CWF) & Shuman 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: Development of Lot 6 to include a 2 story administrative building, a truck repair shop, parking/driveway and container repair/storage facilities.

 Special Conditions: Earth disturbance may not commence until all authorizations necessary to complete construction have been obtained including, but not limited to Act 537 Sanitary Planning approval. This permit does not authorize any obstructions or encroachments to any regulated watercourse or floodway. All permitting required for impacts to regulated watercourses or their floodway are subject to 25 Pa. Code Chapter 105. Appropriate authorization for impacts which require permitting under Chapter 105 must be obtained prior to beginning earth disturbance.

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

 Southcentral Regional Office

 Applicant: O55MV LLC

 Applicant Address: 2620 Egypt Road, Norristown, PA 19403-2302.

 Application Number: PAD060090

 Application Type: New

 Municipality/County: Longswamp Township, Berks County.

 Project Site Name: Mountain Village

 Total Earth Disturbance Area (acres): 29.45 acres

 Surface Waters Receiving Stormwater Discharges: West Branch Perkiomen Creek (CWF, MF), Perkiomen Creek (HQ-CWF, MF) and 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 105 additional units with related improvements which include new roadways, public water and sanitary sewer, lighting, landscaping, storm sewer, and stormwater management facilities.

 Special Conditions: Wetland Monitoring

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

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