NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[54 Pa.B. 2354]
[Saturday, May 4, 2024]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412-442-4286. Email: RA-EPNPDES_SWRO@pa.gov for permits in Sections I & II; 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
2518804	Joint DEP/PFBC Pesticides Permit	Amendment	Jim Welka 2260 Strong Road Waterford, PA 16441	Waterford Township Erie County	NWRO
2522803	Joint DEP/PFBC Pesticides Permit	Amendment	Paul Lorei 1429 S Hill Road Erie, PA 16509-4835	Summit Township Erie County	NWRO
4821801	Joint DEP/PFBC Pesticides Permit	Amendment	Thomas H Gulick 441 Bierys Bridge Road Bethlehem, PA 18017-1101	Bethlehem City Northampton County	NERO
5813806	Joint DEP/PFBC Pesticides Permit	Renewal	Caruso Anthony 4971 Chestnut Hill Road Center Valley, PA 18034-8666	Clifford Township Susquehanna County	NERO
6424804	Joint DEP/PFBC Pesticides Permit	New	Krahnert-Cantin Family Trust 37 Minebrook Road Colts Neck, NJ 07722	Buckingham Township Wayne County	NERO
6724803	Joint DEP/PFBC Pesticides Permit	New	Silver Lk Comm Association P.O. Box 438 Cardinal Lk Lewisberry, PA 17339-0438	Lewisberry Borough York County	SCRO
2513402	Land Application and Reuse of Sewage Individual WQM Permit	Renewal	Youngstown YMCA 17 N Champion Street Youngstown, OH 44503-1602	Springfield Township Erie County	NWRO
3696408	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Lancaster Area Sewer Authority Lancaster County 130 Centerville Road Lancaster, PA 17603-4007	Manor Township Lancaster County	SCRO
PA0054089	Minor Industrial Waste Facility without ELG Individual NPDES Permit	DEP- Initiated Minor Amendment	Limerick Aviation LP 3310 W Ridge Pike Pottstown, PA 19464-3450	Limerick Township Montgomery County	SERO
PA0290106	Minor Industrial Waste Facility without ELG Individual NPDES Permit	Transfer	St Marys Piper Rd LLC 286 Piper Road St Marys, PA 15857	Saint Marys City Elk County	NWRO
PA0100315	Minor Sewage Facility < 0.05 MGD Individual NPDES Permit	Transfer	Cozy Oaks RV Resort LLC 87 Hughey Road Greenville, PA 16125-9617	Perry Township Mercer County	SWRO
NOEXSC275	No Exposure Certification	Renewal	Menasha Packaging Co. LLC 3301 Board Road York, PA 17406	Manchester Township York County	SCRO
NOEXSC422	No Exposure Certification	New	United Parcel Service Inc. 55 Glenlake Parkway Atlanta, GA 30328-3474	Chambersburg Borough Franklin County	SCRO
PAG032328	PAG-03 NPDES General Permit for Industrial Stormwater	Amendment	Air Products & Chemicals Inc. 2136 City Line Road Bethlehem, PA 18017-2128	Bethlehem City Lehigh County	NERO
PAG036580	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	District Tech Inc. 4366 Mount Pleasant Street NW North Canton, OH 44720-5446	Neville Township Allegheny County	SWRO
PAG038479	PAG-03 NPDES General Permit for Industrial Stormwater	Renewal	Lincoln Foundry Inc. 1600 Industrial Drive Erie, PA 16505-4351	Millcreek Township Erie County	NWRO
PAG041325	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Gizdic Joseph 179 N Summit Road Greenville, PA 16125-9227	West Salem Township Mercer County	NWRO
PAG041327	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Eric Barton & Maria Carmen Barton 8494 Gulf Road North East, PA 16428-4310	North East Township Erie County	NWRO
PAG041328	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Deangelis Judith 2419 Kelly Road Hermitage, PA 16148	Hermitage City Mercer County	NWRO
PAG043989	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Trayer Gabrielle 431 Trayer Lane Carlisle, PA 17013-9612	North Middleton Township Cumberland County	SCRO
PAG043990	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Nori Catherine A 21 Loree Lane Shippensburg, PA 17257-9762	Lower Frankford Township Cumberland County	SCRO
PAG046481	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Scs Development Inc. 4614 Bakerstown Culmerville Road Gibsonia, PA 15044-7709	West Deer Township Allegheny County	SWRO
PAG046482	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Tarley Jake 381 Barnard Road Fredericktown, PA 15333-2232	Somerset Township Washington County	SWRO
PAG046483	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	New	Fleegle Harland & Patricia 2934 Penn Avenue Boswell, PA 15531-2005	Jenner Township Somerset County	SWRO
PAG058329	PAG-05 NPDES General Permit for Groundwater Cleanup	Renewal	Guttman Oil Co. 200 Speers Road Belle Vernon, PA 15012-1017	Union Township Lawrence County	NWRO
PAG123514	PAG-12 NPDES General Permit for CAFOs	Renewal	Chiou Hog Farm 312 Hammonton Place Silver Spring, MD 20904	Belfast Township Fulton County	SCRO
PAG123649	PAG-12 NPDES General Permit for CAFOs	Renewal	Joe Jurgielewicz & Son Ltd 189 Cheese Lane Hamburg, PA 19526-8057	Upper Tulpehocken Township Berks County	SCRO
PAG123733	PAG-12 NPDES General Permit for CAFOs	Renewal	Leshers Poultry Farm Inc. 1153 Swamp Fox Road Chambersburg, PA 17202-8865	Guilford Township Franklin County	SCRO
PAG123879	PAG-12 NPDES General Permit for CAFOs	Renewal	Zuck Jeffrey H 135 Fox Road Lebanon, PA 17042-8842	South Lebanon Township Lebanon County	SCRO
PAG123908	PAG-12 NPDES General Permit for CAFOs	Renewal	Martin Leonard R 221 Deep Run Road Myerstown, PA 17067-3311	Bethel Township Berks County	SCRO
PAG123932	PAG-12 NPDES General Permit for CAFOs	Renewal	Martin Matthew 1830 Kenbrook Road Lebanon, PA 17046-1607	Swatara Township Lebanon County	SCRO
PAG124831	PAG-12 NPDES General Permit for CAFOs	Renewal	Montour Farms 3899 Mountain Road Beamsville, ON LOR 1B1	Derry Township Montour County	SCRO
3924401	Sewer Extensions WQM Individual Permit	New	Lower Macungie Township Lehigh County 3400 Brookside Road Macungie, PA 18062-1427	Lower Macungie Township Lehigh County	NERO
4211401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Dickerson Keith 276 McCrea Brk Eldred, PA 16731-5216	Ceres Township McKean County	NWRO
4318408	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Paluh Thomas 881 Mercer Road Greenville, PA 16125-8416	Delaware Township Mercer County	NWRO
4924401	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Karycki Kailee N 792 Brush Valley Road Sunbury, PA 17801-7500	Rockefeller Township Northumberland County	NCRO
WQG01212402	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Gabrielle Trayer 431 Trayer Lane Carlisle, PA 17013	North Middleton Township Cumberland County	SCRO
WQG01212403	WQG-01 Single Residence Sewage Treatment Plant WQM General Permit	New	Catherine Nori 21 Loree Lane Shippensburg, PA 17257	Lower Frankford Township Cumberland County	SCRO
WQG0125404	WQG-01 WQM General Permit	New	Eric Barton & Maria Carmen Barton 8494 Gulf Road North East, PA 16428-4310	North East Township Erie County	NWRO

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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

 PA0024406, Sewage, SIC Code 4952, Mount Carmel Municipal Authority, 137 West Fourth Street, Mount Carmel, PA 17851-2061. Facility Name: MCMA WWTF. This existing facility is located in Mount Carmel Township, Northumberland 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), Shamokin Creek (WWF, MF), is located in State Water Plan watershed 6-B and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.25 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	465	750 Wkly Avg	XXX	25.0	40.0 Wkly Avg	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	560	840 Wkly Avg	XXX	30.0	45.0 Wkly Avg	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 - May 31	280	420 Wkly Avg	XXX	15.0	22.5 Wkly Avg	33
Jun 1 - Oct 31	90	140 Wkly Avg	XXX	5.0	7.5 Wkly Avg	11
Copper, Total	0.43	0.66	XXX	0.023	0.035	0.057
Zinc, Total	3.66	5.70	XXX	0.19	0.30	0.49
4,4-DDT (ug/L)	0.000006	0.000009	XXX	0.0003	0.0005	0.0008
2,6-Dinitrotoluene (ug/L)	0.01	0.016	XXX	0.54	0.84	1.34
3,3-Dichlorobenzidine (ug/L)	0.01	0.016	XXX	0.54	0.84	1.34
Pentachlorophenol (ug/L)	0.006	0.009	XXX	0.32	0.50	0.81
1,2,4-Trichlorobenzene (ug/L)	0.003	0.005	XXX	0.18	0.29	0.46
Hexachlorobenzene (ug/L)	0.00002	0.00003	XXX	0.0009	0.001	0.002
Benzo(a)Anthracene (ug/L)	0.0002	0.0003	XXX	0.011	0.017	0.027
Benzo(a)Pyrene (ug/L)	0.00002	0.00003	XXX	0.001	0.002	0.003
Benzo(k)Fluoranthene (ug/L)	0.002	0.003	XXX	0.11	0.17	0.27
3,4-Benzofluoranthene (ug/L)	0.0002	0.0003	XXX	0.011	0.017	0.027
Butyl Benzyl Phthalate (ug/L)	0.005	0.008	XXX	0.26	0.41	0.66
Bis(2-Chloroethyl)Ether (ug/L)	0.006	0.009	XXX	0.32	0.5	0.81
Bis(2-Ethylhexyl)Phthalate (ug/L)	0.064	0.10	XXX	3.44	5.36	8.59
Chrysene (ug/L)	0.024	0.038	XXX	1.29	2.01	3.22
Dibenzo(a,h)Anthracene (ug/L)	0.00002	0.00003	XXX	0.001	0.002	0.003
Hexachlorobutadiene (ug/L)	0.002	0.003	XXX	0.11	0.17	0.27
Hexachlorocyclopentadiene (ug/L)	0.049	0.077	XXX	2.63	4.11	6.58
Hexachloroethane (ug/L)	0.02	0.031	XXX	1.07	1.68	2.69
Indeno(1,2,3-cd)Pyrene (ug/L)	0.0002	0.0003	XXX	0.011	0.017	0.027
N-Nitrosodi-N-Propylamine (ug/L)	0.001	0.002	XXX	0.054	0.084	0.13
Phenanthrene (ug/L)	0.049	0.077	XXX	2.63	4.11	6.58
Toxicity, Chronic - Ceriodaphnia Reproduction (TUc)	XXX	XXX	XXX	XXX	2.63	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Aluminum, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Iron, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
Manganese, Total	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
PFOA (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
PFOS (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
PFBS (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX
HFPO-DA (ng/L)	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	IMAX
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	XXX	41,095	XXX	XXX	XXX	XXX
Net Total Phosphorus	XXX	5,479	XXX	XXX	XXX	XXX

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

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

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

 • Whole Effluent Toxicity

 • Stormwater Requirements

 • WQBELs Below Detection Limit

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

 The EPA Waiver is not in effect.

 Northcentral Regional Office

 PA0112381, Sewage, SIC Code 4952, Columbia Investment Corp., 6009 Columbia Boulevard, Bloomsburg, PA 17815-8800. Facility Name: Madison Estates MHP. This existing facility is located in Madison 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), Little Fishing Creek (CWF), is located in State Water Plan watershed 5-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0045 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	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	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

 PA0228621, Sewage, SIC Code 4952, Smithfield Township Board of Supervisors, P.O. Box 102, East Smithfield, PA 18817-0102. Facility Name: Smithfield Township Wastewater Treatment Facility. This existing facility is located in Smithfield Township, Bradford County.

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

 The receiving stream(s), Tomjack Creek, is located in State Water Plan watershed 4-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 0.06 MGD.

	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)	12	20	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	15	22	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	4.5	6.5	XXX	9.0	13.0	18
May 1 - Oct 31	1.5	2.0	XXX	3.0	4.5	6

 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

 PA0052167, Sewage, SIC Code 4952, Wind Gap Municipal Authority, 578 Abel Colony Road, Wind Gap, PA 18091-9506. Facility Name: Wind Gap Municipal Authority WWTP. This existing facility is located in Plainfield Township, Northampton 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, Tributary 4638 to Little Bushkill Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-F and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From Permit Effective Date to 3 Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.15	XXX	0.34
Copper, Total	Report	Report	XXX	Report	Report	XXX
Zinc, Total	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From 3 Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.04	XXX	0.13
Copper, Total	0.10	0.15	XXX	0.012	0.018	XXX
Zinc, Total	1.0	1.3	XXX	0.128	0.156	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. 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	6.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	166.6	250	XXX	20.0	30.0	40.0
May 1 - Oct 31	83.3	125	XXX	10.0	15.0	20.0
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	250	375	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	45	XXX	XXX	5.4	XXX	10.8
May 1 - Oct 31	15	XXX	XXX	1.8	XXX	3.6
Chloroform	0.05	0.08 Daily Max	XXX	0.006	0.010 Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From Permit Effective Date to Permit Expiration Date)

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Cyanide, Free	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Dichlorobromomethane	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

 (From Permit Effective Date to Permit Expiration Date)

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

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

 • Solids Management

 • Water Quality-Based Effluent Limitations for Toxic Pollutants

 • Whole Effluent Toxicity (WET)

 • Requirements for Total Residual Chlorine (TRC)

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

 Northeast Regional Office

 PA0055174, Industrial, SIC Code 4613, Buckeye Pipeline Company, L.P., 5131 Buckeye Road, Emmaus, PA 18049-5350. Facility Name: Macungie Station. This existing facility is located in Lower Macungie Township, Lehigh County.

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

 The receiving stream(s), Unnamed Tributary to Swabia Creek (HQ-CWF), is located in State Water Plan watershed 2-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD (Stormwater).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Gasoline Range Organics	XXX	XXX	XXX	XXX	XXX	Report
Diesel Range Organics	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Gasoline Range Organics	XXX	XXX	XXX	XXX	XXX	Report
Diesel Range Organics	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	IMAX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	15.0	30.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Gasoline Range Organics	XXX	XXX	XXX	XXX	XXX	Report
Diesel Range Organics	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.576 MGD (Intermittent).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPM)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal) (gal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	Report	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	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Ethylbenzene	XXX	XXX	XXX	Report	XXX	Report
Benzene	XXX	XXX	XXX	Report	XXX	0.0025
BTEX, Total	XXX	XXX	XXX	Report	XXX	0.25
PCBs, Total (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Toluene	XXX	XXX	XXX	Report	XXX	Report
Xylenes, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 203 are based on a design flow of 0.576 MGD (Intermittent).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPM)	XXX	Report Daily Max	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)  (gal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	XXX	XXX	Report	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	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Ethylbenzene	XXX	XXX	XXX	Report	XXX	Report
Benzene	XXX	XXX	XXX	Report	XXX	0.0025
BTEX, Total	XXX	XXX	XXX	Report	XXX	0.25
PCBs, Total (ug/L)	XXX	XXX	XXX	Report	XXX	Report
Toluene	XXX	XXX	XXX	Report	XXX	Report
Xylenes, Total	XXX	XXX	XXX	Report	XXX	Report

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

 • Requirements Applicable to Stormwater Outfalls

 • Petroleum Marketing Terminals

 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

 PA0060526, Industrial, SIC Code 4941, PA American Water Co., 83 Aston Mtn Road, Pittston, PA 18640. Facility Name: PA American Water Forest City WTP. This existing facility is located in Forest City Borough, Susquehanna County.

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

 The receiving stream(s), Lackawanna River (HQ-CWF), is located in State Water Plan watershed 5-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 .0568 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Wkly Avg	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.2	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Aluminum, Total	XXX	XXX	XXX	1.28	2.56	XXX
Iron, Total	XXX	XXX	XXX	2.0	4.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0568 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	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 570-826-5472.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0276804, Storm Water, SIC Code 2221, 3728, 3842, 3851, Gentex Corp, 324 Main Street, Simpson, PA 18407-1182. Facility Name: Gentex Simpson Plant. This proposed facility is located in Fell Township, Lackawanna County.

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

 The receiving stream(s), Lackawanna River (HQ-CWF, MF), is located in State Water Plan watershed 5-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

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

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

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Northeast Regional Office

 PAS212221, Storm Water, SIC Code 3273, Masters Rmc Inc., 9495 Main Street, Kingsley, PA 18826. Facility Name: Masters Rmc Inc. Starlight Plant. This existing facility is located in Buckingham Township, Wayne County.

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

 The receiving stream(s), Unnamed Tributary to Shehawken Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-A and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring Requirements

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0024350, Sewage, SIC Code 4952, Dauphin Borough, 200 S Church Street, Dauphin, PA 17018-0487. Facility Name: Dauphin Borough STP. This existing facility is located in Dauphin Borough, Dauphin County.

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

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 7-C and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
CBOD5	41.7	66.7	XXX	25	40	50
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	50	75	XXX	30	45	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	Report	XXX	XXX	Report	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl 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 prohibition, Approval contingencies, Proper waste/solids management, collected screenings, slurries, sludges, and solids management, Restrictions on acceptance of hauled-in wastes under certain conditions, SBR discharge condition and Chlorine minimization requirement.

 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

 PA0026280, Sewage, SIC Code 4952, Lewistown Borough, Mifflin County, 2 E 3rd Street, Lewistown, PA 17044-1701. Facility Name: Lewistown STP. This existing facility is located in Lewistown Borough, Mifflin 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), Juniata River (WWF, MF), is located in State Water Plan watershed 12-A and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.818 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	585	940	XXX	25.0	40.0	50
BOD5  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	705	1,055	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
PFOA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFOS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
PFBS (ng/L)	XXX	XXX	XXX	XXX	XXX	Report
HFPO-DA (ng/L)	XXX	XXX	XXX	XXX	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs)  Effluent Net	XXX	51,964 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, 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)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) Effluent Net	XXX	6,942 Total Annual	XXX	XXX	XXX	XXX

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

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

 • The permittee is authorized to use 8,812.5 lbs/year as Total Nitrogen (TN) offsets toward compliance with the Annual Net TN mass load limitations (Cap Loads).

 • Stormwater prohibition, Approval contingencies, Solids management, Restriction on receipt of hauled in waste under certain conditions, WET testing requirements, High flow management plan requirement and Stormwater conditions.

 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

 PA0080519, Sewage, SIC Code 4952, Antrim Township Municipal Authority, Franklin County, P.O. Box 130, Greencastle, PA 17225-0130. Facility Name: Antrim Township STP. This existing facility is located in Antrim Township, Franklin County.

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

 The receiving stream(s), Conococheague Creek (WWF), is located in State Water Plan watershed 13-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
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 1.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	250	400	XXX	25.0	40.0 Wkly Avg	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	300	450	XXX	30.0	45.0 Wkly Avg	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	20	XXX	XXX	2.0	XXX	4
Total Phosphorus (Total Load, lbs) (lbs)  Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	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 not in effect.

 Southcentral Regional Office

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

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

 The receiving stream(s), Conodoguinet Creek (WWF), is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	8.8	14	XXX	25.0	40.0	50
Biochemical Oxygen Demand (BOD5)  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	10.5	15.7	XXX	30.0	45.0	60
Total Suspended Solids  Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	8.4	XXX	XXX	24.0	XXX	XXX
May 1 - Oct 31	2.8	XXX	XXX	8.0	XXX	16
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0083887, Sewage, SIC Code 4952, 6515, Shover Brad S, 225 Pine Hill Road, Landisburg, PA 17040. Facility Name: Brush Creek Country Estates. This existing facility is located in East Providence Township, Bedford 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), Brush Creek (WWF), is located in State Water Plan watershed 11-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0205 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	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	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	Report Annl Avg	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 .0205 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

 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

 PA0085413, Sewage, SIC Code 8661, Lower Marsh Creek Presb Church, 1865 Knoxlyn Road, Gettysburg, PA 17325-7359. Facility Name: Lower Marsh Creek Presb Church. This existing facility is located in Highland 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), Unnamed Tributary 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 .000832 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	Report Inst Min	0.50	XXX	1.63
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)	XXX	XXX	XXX	200 Geo Mean	XXX	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0088021, Sewage, SIC Code 4952, Station Pass LLC, 183 Christman Road, Lenhartsville, PA 19534-9271. Facility Name: Blue Heron Village STP. This existing facility is located in Windsor Township, Berks County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0785 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Total Suspended Solids (Total Load, lbs) (lbs)	XXX	7,168 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	XXX	239 Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .0785 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	0.32	XXX	1.05
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50
Total Suspended Solids	Report	XXX	XXX	30.0	XXX	60
Total Suspended Solids (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)  Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	14.7	XXX	29
May 1 - Oct 31	XXX	XXX	XXX	4.9	XXX	9.8
Total Phosphorus	Report	XXX	XXX	2.0	XXX	XXX
Total Phosphorus (Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

 • Proper handling of screenings, sludges, and solids

 • The discharge may be subject to effluent limitations and conditions as developed and required by the Delaware River Basin Commission (DRBC)

 

 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: the discharge is identified as a point source in a Total Maximum Daily Load (TMDL) for the receiving water.

 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	XXX	XXX	XXX	Report Daily Max	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

 PA0247936, Sewage, SIC Code 7033, RV Management Services, 104 E Fairview Avenue, Meridian, ID 83642-1733. Facility Name: Twin Grove Resort & Campground. This existing facility is located in Union Township, Lebanon 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 Swatara Creek (CWF), is located in State Water Plan watershed 7-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0292 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.25	XXX	0.80
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	XXX	XXX	XXX	16.5	XXX	33
May 1 - Oct 31	XXX	XXX	XXX	5.5	XXX	11
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Kjeldahl 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 prohibition, Approval contingencies, Management of collected screenings, slurries, sludges and other solids, Solids management and Chlorine minimization

 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

 PA0294365, Sewage, SIC Code 8811, St Johns Evang Lutheran Church, P.O. Box 222, Tyrone, PA 16686-0222. Facility Name: St Johns Evang Lutheran Church. This proposed facility is located in Tyrone Township, Blair County.

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

 The receiving stream(s), Unnamed Tributary to Sinking Run (CWF, MF), is located in State Water Plan watershed 11-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 .0004 MGD.—Limits.

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0294381, Sewage, SIC Code 8811, Noemie M Eardley, 736 Nicholson Avenue, Douglassville, PA 19518-1569. Facility Name: Eardley Residence. This proposed facility is located in Logan Township, Blair County.

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

 The receiving stream(s), Unnamed Tributary to Homer Gap Run (WWF, MF), is located in State Water Plan watershed 11-A and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0080454, Industrial, SIC Code 4941, Borough of Carlisle, 53 W South Street, Carlisle, PA 17013-3458. Facility Name: Carlisle Water Treatment Plant. This existing facility is located in North Middleton Township, Cumberland 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), 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 .30 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 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

 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

 PA0081604 A-2, Industrial, SIC Code 4953, PA DEP SCRO, 909 Elmerton Avenue, Harrisburg, PA 17110-9207. Facility Name: ADSCO Landfill. This existing facility is located in Tyrone Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary of Opossum Creek (TSF, MF) and Unnamed Tributary to Opossum Creek (TSF, MF), is located in State Water Plan watershed 7-F and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.14 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	56.0	220.0	XXX
Total Suspended Solids	XXX	XXX	XXX	27.0	88.0	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	4.9	10.0	XXX
Nitrate as N	XXX	XXX	XXX	Report	XXX	Report
Nitrite an N	XXX	XXX	XXX	Report	XXX	Report
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Total Phosphorus	XXX	XXX	XXX	Report	XXX	Report
Arsenic, Total	XXX	XXX	XXX	0.54	1.1	XXX
Chromium, Total	XXX	XXX	XXX	0.46	1.1	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	0.296	0.535	XXX
Phenol	XXX	XXX	XXX	0.029	0.048	XXX
Aniline	XXX	XXX	XXX	0.015	0.024	XXX
a-Terpineol	XXX	XXX	XXX	0.019	0.042	XXX
1,4-Dioxane	XXX	XXX	XXX	Report	Report	XXX
Benzoic Acid	XXX	XXX	XXX	0.073	0.119	XXX
Naphthalene	XXX	XXX	XXX	0.022	0.059	XXX
p-Cresol	XXX	XXX	XXX	0.015	0.024	XXX
Pyridine	XXX	XXX	XXX	0.025	0.072	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.14 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Biochemical Oxygen Demand (BOD5)	XXX	XXX	XXX	56.0	220.0	XXX
Total Suspended Solids	XXX	XXX	XXX	27.0	88.0	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	4.9	9.8	XXX
May 1 - Oct 31	XXX	XXX	XXX	2.5	5.0	XXX
Nitrate as N	XXX	XXX	XXX	Report	XXX	Report
Nitrite an N	XXX	XXX	XXX	Report	XXX	Report
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Total Phosphorus	XXX	XXX	XXX	Report	XXX	Report
Arsenic, Total	XXX	XXX	XXX	0.54	1.1	XXX
Chromium, Total	XXX	XXX	XXX	0.46	1.1	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.16	1.82	XXX
Zinc, Total	XXX	XXX	XXX	0.296	0.535	XXX
Phenol	XXX	XXX	XXX	0.029	0.048	XXX
Aniline	XXX	XXX	XXX	0.015	0.024	XXX
a-Terpineol	XXX	XXX	XXX	0.019	0.042	XXX
1,4-Dioxane	XXX	XXX	XXX	Report	Report	XXX
Benzoic Acid	XXX	XXX	XXX	0.073	0.119	XXX
Naphthalene	XXX	XXX	XXX	0.022	0.059	XXX
p-Cresol	XXX	XXX	XXX	0.015	0.024	XXX
Pyridine	XXX	XXX	XXX	0.025	0.072	XXX

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

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

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

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

 The proposed effluent limits for Stormwater utfall 005 are based on a design flow of 0 MGD.—Limits.

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

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

 • A construction compliance schedule to allow treatment to be installed to achieve final limits

 • Progress reports to DEP every six months during construction

 • Final limits for discharge at outfall 001 to take effect October 1, 2024

 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

 PA0083712, Industrial, SIC Code 4941, Bear Valley, Franklin County PA Joint Authority, 218 School House Road, Saint Thomas, PA 17252-9646. Facility Name: Broad Run WTP. This existing facility is located in Saint Thomas Township, Franklin 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), Broad Run (HQ-CWF, MF), is located in State Water Plan watershed 13-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .05 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 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.37	XXX	1.22
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Aluminum, Total	0.79	1.58	XXX	1.9	3.8	5.1
Iron, Dissolved	Report	Report	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

 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

 PA0247596, Industrial, SIC Code 4941, Ephrata Area Joint Authority, 124 S State Street, Ephrata, PA 17522-2611. Facility Name: Ephrata Well No. 4 WTP. This existing facility is located in Ephrata Township, Lancaster County.

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

 The receiving stream, Cocalico Creek (WWF), is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PAI133537, MS4, Upper Leacock Township, Lancaster County, 161 Newport Road, Leola, PA 17540-1823.

 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 Upper Leacock Township, Lancaster County. The receiving stream(s), Unnamed Tributary of Mill Creek (WWF, MF), Conestoga River (WWF, MF), and Unnamed Tributary to 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 applicant is classified as a small MS4.

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

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

 Southcentral Regional Office

 PAI133547, MS4, Warwick Township and Lititz Borough Joint Client, 315 Clay Road, Lititz, PA 17543-9019.

 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 Warwick Township MS4 and Lititz Borough MS4, Lancaster County. The receiving stream(s), Lititz Run (CWF (existing use)), Bachman Run (TSF, MF), Santo Domingo Creek (CWF (existing use)), New Haven Run (CWF (existing use)), Hubers Run (CWF (existing use)), Cocalico Creek (WWF, MF), Hammer Creek (TSF, MF), and Unnamed Tributary to Santo Domingo Creek (CWF (existing use)), is located in State Water Plan watershed 7-J and is classified for Trout Stocking, Warm Water Fishes, and Migratory Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

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

 Southcentral Regional Office

 PA0248478, Concentrated Animal Feeding Operation (CAFO), Michael Burkholder (Whispering Pines Farm CAFO), 313 Deka Road, Fleetwood, PA 19522-9068.

 Michael Burkholder has submitted an application for an Individual NPDES permit for a renewal of an CAFO known as Whispering Pines Farm CAFO, located in Richmond Township, Berks County.

 The CAFO is situated near Bieber Creek (EV, MF) in Watershed 3-D, which is classified for Exceptional Value Waters and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 396.00 animal equivalent units (AEUs) consisting of 2,400 Swine grow finish: 10—28 wk. Liquid swine manure is stored onsite in two Concrete Underbarn Storages and two Concrete Circular Storages. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

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

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

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

 Southeast Regional Office

 PA0030112, Sewage, SIC Code 8211, Methacton School District, 4001 Eagleview Road, Eagleville, PA 19403. Facility Name: Methacton HS STP. This existing facility is located in Worcester 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), Unnamed Tributary of Skippack Creek (TSF, MF), is located in State Water Plan watershed 3-E 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 .027 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (GPD)	XXX	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.2	XXX	0.5
Carbonaceous Biochemical Oxygen Demand (CBOD5)  Nov 1 - Apr 30	XXX	XXX	XXX	25	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	20	XXX	40
Total Suspended Solids	XXX	XXX	XXX	20	XXX	40
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200 Geo Mean	1,000	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	2.0	XXX	4
May 1 - Oct 31	XXX	XXX	XXX	6.0	XXX	12
Total Phosphorus	XXX	XXX	XXX	1.2	XXX	2.4

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

 I. Other Requirements

 1. No Stormwater

 • Property Rights

 • Sludge Disposal

 • Connect to Public Sewers

 • TRC Optimization

 • Responsible Operator

 • O&M Plan

 II. Solids Management

 A. Wasting Rate

 B. Supplemental Reports

 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

 PA0051616, Industrial, SIC Code 4941, PA American Water Co., 852 Wesley Drive, Mechanicsburg, PA 17055-4436. Facility Name: Shady Lane Water Treatment Plant. This existing facility is located in East Vincent Township, Chester 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, Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-D and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .07 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
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 .07 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.7	XXX	2.0
Total Suspended Solids	17.5	35	XXX	30.0	60.0	75
Aluminum, Total	2.34	4.67	XXX	4.0	8.0	10
Iron, Total	1.17	2.34	XXX	2.0	4.0	5
Manganese, Total	0.58	1.17	XXX	1.0	2.0	2.5

 The proposed effluent limits for Outfall 001 are based on a design flow of .07 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Chlorodibromomethane	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	XXX	Report	XXX
Chloroform	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .07 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Total Suspended Solids	17.5	35	XXX	30.0	60.0	75
Aluminum, Total	2.34	4.67	XXX	4.0	8.0	10
Iron, Total	1.17	2.34	XXX	2.0	4.0	5
Manganese, Total	0.58	1.17	XXX	1.0	2.0	2.5

 The proposed effluent limits for Outfall 002 are based on a design flow of .07 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Chlorodibromomethane	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	XXX	Report	XXX
Chloroform	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.07 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
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

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permits Requirement

 D. BAT/ELG Reopener

 E. Chlorine Optimization

 F. Monitoring at the Secondary Outfall

 G. Notification of Completion of Construction

 H. Sedimentation Basin Cleaning

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

 The EPA Waiver is in effect.

 Southwest Regional Office

 PA0285161, Sewage, SIC Code 8800, Gilliland Jonathan, 175 Audubon Road, Sewickley, PA 15143-9013. Facility Name: Gilliland Properties SRSTP. This proposed facility is located in Sewickley Heights Borough, Allegheny County.

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

 The receiving stream(s), Little Sewickley Creek (HQ-TSF), is located in State Water Plan watershed 20-G and is classified for High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0007 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	9.0	XXX
Carbonaceous Biochemical Oxygen Demand (CBOD5)	XXX	XXX	XXX	10.0	20.0	XXX
Total Suspended Solids	XXX	XXX	XXX	10.0	20.0	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Ammonia-Nitrogen  Nov 1 - Apr 30	XXX	XXX	XXX	15.0	30.0	XXX
May 1 - Oct 31	XXX	XXX	XXX	5.0	10.0	XXX

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

 • Ultraviolet (UV) Disinfection

 The UV disinfection contact surface must be cleaned at least monthly to ensure adequate disinfection. The AMR must include the date(s) that the UV contact surface is cleaned.

 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

 PA0090271, Industrial, SIC Code 4953, Trogon Development LLC, P.O. Box 1636, Canovanas, PR 00729. Facility Name: Fern Valley Ash Disposal Site. This existing facility is located in Jefferson Hills Borough, Allegheny County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .066 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Monthly Average	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	XXX	XXX	XXX	30.0	60.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	10.0	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
PFOA (ng/L)	XXX	XXX	XXX	Report	XXX	XXX
PFOS (ng/L)	XXX	XXX	XXX	Report	XXX	XXX
PFBS (ng/L)	XXX	XXX	XXX	Report	XXX	XXX
HFPO-DA (ng/L)	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 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 Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	10.0	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Lithium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Strontium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0 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 Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.776	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	10.3	16.1	XXX
Boron, Total	XXX	XXX	XXX	1.656	2.583	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.28	0.44	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	9.65	14.5	XXX
Iron, Total	XXX	XXX	XXX	1.552	2.422	XXX
Lithium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	1.035	1.614	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	5.16	8.05	XXX
Strontium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	120.0	124.0	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .066 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 Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	5.0	10.0	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Boron, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	3.5	7.0	XXX
Lithium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Strontium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of .066 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.776	XXX
Arsenic, Total (ug/L)	XXX	XXX	XXX	10.3	16.1	XXX
Boron, Total	XXX	XXX	XXX	1.656	2.583	XXX
Cadmium, Total (ug/L)	XXX	XXX	XXX	0.28	0.44	XXX
Copper, Total (ug/L)	XXX	XXX	XXX	9.65	14.5	XXX
Iron, Total	XXX	XXX	XXX	1.552	2.422	XXX
Lithium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	1.035	1.614	XXX
Nickel, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total (ug/L)	XXX	XXX	XXX	5.16	8.05	XXX
Strontium, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (ug/L)	XXX	XXX	XXX	120.0	124.0	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	7.0	XXX

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

 • Schedule of Compliance

 • WQBELs for Toxic Pollutants

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 • Sedimentation Basin Cleaning

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

 The EPA Waiver is in effect.

---

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

---

 Southeast Regional Office

 Applicant: R&K Family Partnership

 Applicant Address: 568A E Baltimore Pike, Avondale, PA 19311

 Application Number: PAD150334

 Application Type: New

 Municipality/County: London Grove Township, Chester County

 Project Site Name: Dillion Property—524 Gap Newport Pike

 Total Earth Disturbance Area (acres): 5.08 acres

 Surface Waters Receiving Stormwater Discharges: East Branch White Clay Creek (EV)

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

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

 Project Description: This plan proposed the construction of a combination storage and retail facility with an associated parking area and stormwater management system.

 Special Conditions: N/A

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

 Regional Permit Coordination Office

 Applicant: Hometown Alden Place, LLC

 Applicant Address: 7930 Audubon Avenue, Alexandria, VA 22306

 Application Number: PAD380037

 Application Type: New

 Municipality/County: West Cornwall Township and Cornwall Borough, Lebanon County

 Project Site Name: Alden Place

 Total Earth Disturbance Area (acres): 18.85 acres

 Surface Waters Receiving Stormwater Discharges: tributary to Snitz Creek (TSF), 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: Alden Place is a 273.75-acre retirement community. It includes 505 single family homes, a community center, a recreational lake, and a welcome center. Construction began in 2004 and has continued. All infrastructure, including utilities, streets, stormwater basins, and bulk lot grading has already been constructed. There are 57 homes remaining to be constructed, which amounts to approximately 10 percent of the original proposed area to be disturbed. Two basins remain to be converted to their final configurations (Basins A and C).

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: PPL Electric Utilities Corporation

 Applicant Address: 1639 Church Road, GENN 4, Allentown, PA 18104-9342

 Application Number: PA400006D

 Application Type: New

 Municipality/County: Kingston Township, Exeter Township, Plymouth Borough, Larksville Borough, West Wyoming Borough, Courtdale Borough, Luzerne County

 Project Site Name: Mountain-Stanton 230kV Line Rebuild Project

 Total Earth Disturbance Area (acres): 166.0 acres

 Surface Waters Receiving Stormwater Discharges: Abrahams Creek (CWF, MF), UNT to Abrahams Creek (CWF, MF), Brown Creek (CWF, MF), Coal Creek (CWF, MF), Obenbetters Creek (HQ-CWF, MF), Susquehanna River (WWF, MF), Toby Creek (TSF, MF), UNTs to Toby Creek (TSF, MF) and Wadham Creek (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 PPL EU Mountain-Stanton 230kV Line Rebuild consists of the reconstruction of an existing electric utility line, totaling approximately 12.75 miles in length. This project begins at the Mountain Substation, east of West Mountain Road, and travels southeast before turning and running northeast, ending at the Jenkin Stanton Tap. The entire project is located within Luzerne County, PA.

 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: Commonwealth Charter Academy

 Applicant Address: 1 Innovation Way, Harrisburg, PA 17110-1171

 Application Number: PAD350051

 Application Type: New

 Municipality/County: Moosic Borough, Scranton City, Lackawanna County

 Project Site Name: CCA Montage/Moosic

 Total Earth Disturbance Area (acres): 3.23 acres

 Surface Waters Receiving Stormwater Discharges: Stafford Meadow Brook (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 making improvements to an existing office building and associated parking lots to convert the property to an education center. Proposed activities include restoring and removal of paved areas.

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

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

 Southcentral Regional Office

 Applicant: Matthew/Roxanne Zook

 Applicant Address: 934 Hillcrest Avenue, Kinzers, PA 17535

 Application Number: PAD360085 A-1

 Application Type: Major Amendment

 Municipality/County: Sadsbury Township, Lancaster County

 Project Site Name: Zook Residence

 Total Earth Disturbance Area (acres): 3.375 acres

 Surface Waters Receiving Stormwater Discharges: Knott 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: Major amendment is for an extension of Swale #3 to allow for a larger backyard.

 Special Conditions: N/A

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

 Southeast Regional Office

 Applicant: Pennsylvania Department of Transportation: District 6-0

 Applicant Address: 7000 Geerdes Blvd, King of Prussia, PA 19406-1525

 Application Number: PAD460086

 Application Type: New

 Municipality/County: Lower Providence Township, Montgomery County

 Project Site Name: Sect. 431, Section PH1, Ridge Pike and Germantown Pike Intersection Re-Alignment

 Total Earth Disturbance Area (acres): 21.22 acres

 Surface Waters Receiving Stormwater Discharges: Perkiomen Creek (WWF, MF), UNT to Perkiomen Creek (TSF, MF), UNT to Perkiomen Creek (WWF, MF)

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

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

 Project Description: The proposed project includes a range of roadway and intersection improvements involving Germantown Pike (G170) and Ridge Pike (SR 4031) corridors, designed as early action in support of a future, separately programmed Second Bridge crossing over the Perkiomen Creek project south of the existing creek.

 Special Conditions: N/A

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

 Northeast Regional Office

 Applicant: Sunnyside Road Associates, LLC

 Applicant Address: 100 Front Street, Suite 560, West Conshohocken, PA 19428-2800

 Application Number: PAD350039

 Application Type: New

 Municipality/County: Jessup Borough, Lackawanna County

 Project Site Name: Proposed Sunnyside Road Warehouse

 Total Earth Disturbance Area (acres): 31.43 acres

 Surface Waters Receiving Stormwater Discharges: Grassy Island Creek (HQ-CWF, MF) and EV Wetlands

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

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

 Project Description: The project involves the construction of a proposed 334,800 square foot warehouse, parking lots, access drives and associated stormwater management facilities.

 Special Conditions: Potential Impacts to EV Wetlands. • The permittee shall monitor water table elevations daily at each monitoring well identified in the approved PCSM Plan for EV wetlands for a minimum of five years. Reports providing water table elevations shall be submitted to DEP every six months, beginning in (October of the 2nd year of coverage). These reports shall be submitted by October 31st and April 30th each year. All monitoring wells should confirm the presence of a water table no deeper than 12-inches below the ground surface for a period of at least 14 consecutive days during the growing season (April 1—October 1 annually) at a minimum frequency of 3 of the 5 monitoring years, unless a longer timeframe for monitoring is extended by DEP in writing. If a water table is not observed at the previously stated depth and/or for a duration of at least 14 consecutive days in 3 of 5 monitoring years (or in accordance with an alternate monitoring timeframe approved by DEP in writing), the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates otherwise and DEP concurs that the project did not adversely impact the wetland. • The permittee shall provide DEP with a running comparison of monitoring data for pre-construction and post-construction monitoring every six months, beginning in (October of the 3rd year after the date of coverage). These monitoring data reports shall be submitted by October 31st and April 30th each year. If the ground water table elevation is found to be lower in post-construction monitoring for the same time period, the wetland will be considered adversely impacted by the project, unless information and/or data provided to DEP demonstrates the cause is unrelated to the project and DEP concurs that the project did not adversely impact the wetland. The permittee shall delineate the boundaries of the EV wetlands in the years (5 years from date of coverage) and (7 years from the date of coverage) using the Army Corps of Engineers' 1987 Wetland Delineation Manual and Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). These wetland delineations shall be submitted to DEP on or before April 30th in the 5th year of permit coverage and on or before the permit expiration or termination date of this permit or the 7th year of permit coverage whichever is sooner, unless an alternate timeframe for submission of these delineations is approved by DEP in writing. Boundaries shall be surveyed and compared to the boundaries outlined on the approved plans. The data shall be submitted to DEP on or before April 30th of each year, beginning in (October of the 3rd year after the date of coverage). If a reduction in size of the wetland of greater than 0.05 acre is observed, the wetland will be considered adversely impacted by the project, unless a clear and unrelated cause of the reduction in size is demonstrated and DEP concurs that the project did not adversely impact the wetland. The permittee shall provide reports identifying plant species in the EV wetlands during the growing season once a year for five years beginning in (April of the 3rd year after the date of coverage). Any observed reduction in the number of different species having a wetland indicator status of (identify indicator status appropriate for the wetland in question) shall be clearly identified in the report. If a reduction is observed, the wetland will be considered adversely impacted by the project unless another clear cause of the reduction in diversity is identified and DEP concurs that the project did not adversely impact the wetland. The permittee shall inspect monitoring wells, including water level loggers, at least monthly to ensure that they are not damaged and are functioning properly. If a damaged or malfunctioning well is identified, DEP shall be contacted immediately in writing, and the well shall be restored to its design specifications within two weeks, unless weather conditions do not permit and/or is otherwise extended in writing by DEP. In the event that the water table falls below the bottom of a monitoring well and the water level logger in that well becomes inoperable, the well shall be inspected at a minimum of once every two weeks and the data logger shall be re-installed once the water table is again observed in the well. DEP may require the monitoring period to be extended to confirm or disprove potential adverse impacts to EV wetlands. DEP will review the monitoring information submitted by the permittee and if DEP determines that the EV wetlands have been adversely impacted, the permittee shall submit to DEP for review and approval a narrative identifying the cause(s) of the impact and plans to correct it within 3 months after DEP has determined that the wetlands have been adversely impacted. If the cause(s) cannot be identified or if correction of the impact is deemed infeasible, the permittee shall submit to DEP for review and approval plans and a schedule to create (identify required mitigation area) acres of (identify the wetland mitigation required) wetlands in or along the floodplain of (identify the receiving stream) or one of its tributaries within 6 months of DEP's determination of an adverse impact, unless an alternate location for wetland creation is approved and/or this deadline is extended in writing by DEP. Construction of the replacement wetlands shall begin no later than one year after DEP's determination of an adverse impact, unless an alternate deadline is established in writing by DEP.

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

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