NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[49 Pa.B. 4829]
[Saturday, August 24, 2019]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). 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).

Location	Permit Authority	Application Type or Category
Section I	NPDES	Renewals
Section II	NPDES	New or Amendment
Section III	WQM	Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV	NPDES	MS4 Individual Permit
Section V	NPDES	MS4 Permit Waiver
Section VI	NPDES	Individual Permit Stormwater Construction
Section VII	NPDES	NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be 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 the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. 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. The Department will postpone its final determination until after a public hearing is held.

 Persons with a disability who require an auxiliary aid, service, including TDD users, or other accommodations to seek additional information should contact the Department through the Pennsylvania AT&T Relay Service at (800) 654-5984.

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I. NPDES Renewal Applications.

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 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0061310 (Sewage)	Marian High School STP 166 Marian Avenue (Hometown Section) Tamaqua, PA 18252-9789	Schuylkill County Rush Township	Little Schuylkill River (CWF) (3-A)	Yes
PA0060186 (Sewage)	Elk Meadows Homeowners Association STP 160 Lake Drive Union Dale, PA 18470-7294	Susquehanna County Herrick Township	Unnamed Tributary of East Branch Tunkhannock Creek (HQ-CWF (existing use)) (4-F)	Yes
PA0062006 (Sewage)	Camp Kresge 382 Senator Raphael Musto Drive White Haven, PA 18661	Luzerne County Dennison Township	Nescopeck Creek (HQ-CWF, MF) (5-D)	Yes
PA0051896 (Stormwater)	Georgia-Pacific— Dixie Lehigh Valley 605 Kuebler Road Easton, PA 18040-9281	Northampton County Forks Township	Bushkill Creek (HQ-CWF, MF) (1-F)	Yes

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 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA00265900 (SEW)	Larry & Jennifer Messner 1954 Bowmansville Road Adamstown, PA 19501	Lancaster County/ Adamstown Borough	Little Muddy Creek (7-J)	Y
PA0265942 (SW)	Schreiber Foods Inc. 208 Dykeman Rd Shippensburg, PA 17257-8700	Cumberland County/ Shippensburg Borough	UNT Middle Spring Creek (7-B)	Y

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 Northcentral Regional Office: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3636.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0115291 (Sewage)	Snydertown Borough Sewer System 61 S Main Street Sunbury, PA 17801-5675	Northumberland County Snydertown Borough	Shamokin Creek (WWF) (6-B)	Yes
PA0115215 (Industrial)	Lucas Trucking 9657 N. Route 220 Highway Jersey Shore, PA 17740-7897	Lycoming County Piatt Township	West Branch Susquehanna River (WWF) (10-A)	Yes

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 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0094544 (Sewage)	Somerfield South Recreation Area 151 Tent Church Road Uniontown, PA 15401-6801	Somerset County Addison Township	Youghiogheny River (WWF) (19-E)	Yes
PA0035483 (Sewage)	Camp Albryoca 2801 Greenville Road Meyersdale, PA 15552-8409	Somerset County Greenville Township	Unnamed Tributary to Little Piney Creek (CWF) (19-F)	Yes
PA0217387 (Industrial)	Messer, LLC Braddock Plant 1000 Washington Avenue Braddock, PA 15104	Allegheny County Braddock Borough	Monongahela River (WWF) (19-A)	Yes
PA0002593 (Industrial)	Summerill Tube Corp 220 Franklin Street Scottdale, PA 15683	Westmoreland County Scottdale Borough	Stauffer Run (WWF) (19-D)	No

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 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA0103047 (Sewage)	Laughlin Builders SFTF 8333 Edinboro Road Erie, PA 16509	Erie County McKean Township	Unnamed Tributary to the Elk Creek (CWF, MF) (15-A)	Yes
PA0240150 (Sewage)	Norwich Township STP 3853 West Valley Road Smethport, PA 16749	McKean County Norwich Township	Potato Creek (TSF) (16-C)	Yes
PA0210030 (Industrial)	Knox Township WTP P.O. Box 130 Knox Dale, PA 15847-0130	Jefferson County Knox Township	Indiancamp Run (17-C)	Yes
PA0221091 (Industrial)	ELCAM Tool & Die 479 Buena Vista Highway Wilcox, PA 15870-2715	Elk County Jones Township	Unnamed Tributary to West Branch Clarion River (CWF) (17-A)	Yes

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II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

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 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5970.

 PA0244686, Sewage, SIC Code 8811, Horvath Andrea, 1021 Copeland School Road, West Chester, PA 19380-1829. Facility Name: Horvath SRSTP. This existing facility is located in East Bradford Township, Chester County.

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

 The receiving stream(s), Broad Run (HQ-CWF, MF), is located in State Water Plan watershed 3-H and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 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	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	Report
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	40.0	XXX	80
Ammonia-Nitrogen	XXX	XXX	XXX	30.0	XXX	60
Total Phosphorus	XXX	XXX	XXX	10.0	XXX	20

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

 A. AMR Submission

 B. DMR submission

 C. Septage and Scum Measurement

 D. Septic Tank Pumping

 E. Chlorine Optimization

 F. No Stormwater

 G. Acquire Necessary Property Rights

 H. Proper Sludge Disposal

 I. Phase Out When Municipal Sewers Available

 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.

 PA0244210 A-1, Storm Water, SIC Code 2841, Crystal Inc., 601 W 8th Street, Lansdale, PA 19446-1809. Facility Name: Crystal Inc. PMC. This existing facility is located in Lansdale Borough, Montgomery County.

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

 The receiving stream, Unnamed Tributary to West Branch Neshaminy Creek (WWF, MF), is located in State Water Plan watershed 2-F and is classified for Migratory Fishes and 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 003 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	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	30	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfite	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
MBAS	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	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	30	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfite	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
MBAS	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 104 are based on an average flow of stormwater.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	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	30	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Sulfite	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
MBAS	XXX	XXX	XXX	XXX	Report	XXX

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

 A. Stormwater Outfalls

 B. Best Management Practices

 C. Routine Inspections

 D. PPC Plan

 E. Stormwater Monitoring

 F. Chemical Additives Requirements

 G. Acquire Necessary Property Rights

 H. Proper Sludge Disposal

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

 The EPA Waiver is in effect.

 PA0036897, Sewage, SIC Code 4952, South Coatesville Borough, 136 Modena Road, Coatesville, PA 19320-4035. Facility Name: South Coatesville STP. This existing facility is located in South Coatesville Borough, Chester 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), West Branch Brandywine Creek (WWF, MF), is located in State Water Plan watershed 3-H and is classified for Migratory Fishes and 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	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	79	127	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	95	143	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000
Total Nitrogen	79	XXX	XXX	25	XXX	50
Ammonia-Nitrogen
Nov 1 - Apr 30	67	XXX	XXX	21.0	XXX	42
May 1 - Oct 31	22	XXX	XXX	7.0	XXX	14
Total Phosphorus	6.4	XXX	XXX	2.0	XXX	4

 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	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Dissolved Solids	XXX	XXX	XXX	1,000 Avg Qrtly	2,000 Daily Max	2,500

 Sludge use and disposal description and location(s): Sludge is transported by McGovern, Inc. to the DELCORE WWTP (NPDES Permit No. PA0027103).

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

 I. Other Requirements

 A. No Stormwater to Sanitary Sewer

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Minimization

 E. Responsible Operator

 F. DRBC Limits May be More Stringent

 G. DRBC Docket

 H. Fecal Coliform 10 Percent Rule

 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 not in effect.

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 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PA0276227, Sewage, SIC Code 4952, Hegins Hubley Authority, 915 West Maple Street, Valley View, PA 17983-0144. Facility Name: Hegins Hubley Authority WWTP.

 This proposed facility is located in Hubley Township, Schuylkill County.

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

 The receiving stream, Deep Creek (CWF, MF), is located in State Water Plan watershed 6-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.6 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.35	XXX	1.16
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	125	200	XXX	25.0	40.0	50.0
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	150	225	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
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen (lbs)	Report Total Annual	XXX	XXX	XXX	XXX	XXX
Net Total Nitrogen (lbs)	0 Total Annual	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	50	XXX	XXX	10.0	XXX	20.0
Ammonia Nitrogen (lbs)	Report Total Annual	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus (lbs)	Report Total Annual	XXX	XXX	XXX	XXX	XXX
Net Total Phosphorus (lbs)	0 Total Annual	XXX	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 Sludge use and disposal description and location(s): Unknown at this time.

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

 • Chesapeake Bay Nutrient Requirements

 • Solids Management

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

 The EPA Waiver is in effect.

 PA0029289, Sewage, SIC Code 4952, Brodhead Creek Region Authority, 410 Mill Creek Road, East Stroudsburg, PA 18301-1126. Facility Name: Brodhead Creek Regional Authority STP. This existing facility is located in Stroudsburg Borough, Monroe 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), McMichael Creek (TSF, MF), is located in State Water Plan watershed 1-E and is classified for Migratory Fishes and 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 4.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Mercury, Total (ug/L)	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.5 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Mercury, Total (ug/L)	XXX	XXX	XXX	0.211	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	375	563	XXX	10.0	15.0	20
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	375	563	XXX	10.0	15.0	20
Total Dissolved Solids	37,530	XXX	XXX	1,000	XXX	2,000
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	169	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	56.3	XXX	XXX	1.5	XXX	3
Nitrate as N
May 1 - Oct 31	150	XXX	XXX	4.0	XXX	8
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	37.5	XXX	XXX	1.0	XXX	2

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 Sludge use and disposal description and location(s): Landfilled at Grand Central Landfill.

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

 • Annual Wet testing, Solids Management, 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.

 PA0276235, Sewage, SIC Code 4952, Bendel Daniel And Mary, 1590 Canary Road, Quakertown, PA 18951. Facility Name: 6917 Old Grange Road. This proposed facility is located in Washington Township, Lehigh County.

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

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

 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.

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 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 PA0081833, Sewage, SIC Code 4952, Sk Part Ii Ltd, 6085 Delta Road, Delta, PA 17314-9209. Facility Name: Peach Bottom Inn Motel. This existing facility is located in Peach Bottom Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Scott Creek (CWF (existing use)), is located in State Water Plan watershed 7-I 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 .013 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .013 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	Report
May 1 - Oct 31	Report	XXX	XXX	20.0	XXX	40.0

 Sludge use and disposal description and location(s): Offsite disposal at another treatment facility.

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

 • N/A

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

 The EPA Waiver is in effect.

 PA0266477, Storm Water, SIC Code 5169, American Rock Salt Company LLC, 5520 Rt 63, Mt Morris, NY 14510. Facility Name: American Rock Salt Company LLC—Reading Salt Storage Facility. This facility is located in Reading City, Berks County.

 Description of Activity: The application is for a new NPDES permit for an existing discharge of Stormwater Associated with Industrial Activity (and will replace existing coverage under the PAG-03 General Permit, NPDES Permit No. PAR323513).

 The receiving stream(s), Schuylkill River (WWF, MF), is located in State Water Plan watershed 3-C and is classified for Migratory Fishes and 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:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	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	Report	Report	XXX
Cyanide, Available	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX

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

 • Part C. I. Stormwater outfalls and authorized non-stormwater discharges (standard)

 • Part C. II. Best Management Practices (BMPs)

 A. Pollution Prevention and Exposure Minimization (standard)

 B. Good Housekeeping (standard)

 C. Erosion and Sedimentation Controls (standard)

 D. Spill Prevention and Responses (standard)

 E. Sector—Specific BMPs (see PAG-03 NPDES General Permit Appendix K)

 F. Site Specific BMPs

 1. Baseline BMPs

 a. Good Housekeeping

 Good housekeeping procedures are designed to maintain a clean and orderly environment. Often common sense housekeeping procedures are the most effective tool in preventing stormwater impacts. A clean and orderly work area will reduce the potential for impacts from the facility operations to stormwater.

 The following is a list of ARSC practices:

 (1) All places of employment, passageways, storerooms, and service rooms are kept clean, orderly and in sanitary condition.

 (2) The site manager is responsible for proper housekeeping practices, and the site is subject to unannounced inspections from a member or ARSC management.

 (3) Means of egress are kept clear of tools, materials, and debris.

 (4) Equipment is visually checked and maintained on a daily basis.

 (5) Wherever possible, materials are stored inside to prevent exposure to weather conditions so as to avoid impacts to the extent possible.

 (6) Trash and rubbish are removed to dumpster on an as-needed basis.

 (7) Drip pans, absorbent pads, and/or other means are used under hose connections and in other situations where minor drips or spills are likely. This is done to maintain safe working conditions and to prevent the release of oil to the environment.

 Incidental drips and spills of regulated substances will be cleaned up immediately using materials and supplies that are maintained on site.

 b. Preventative Maintenance

 The preventative maintenance program identifies areas and equipment that needs to be maintained to prevent as much as possible the possibility of stormwater impacts. Maintenance activities applicable to this facility include the following:

 (1) Replace or repair waste collection bins if damaged or leaking.

 (2) If indications of leaks, spills, or drips are evident anywhere in the facility, identify and correct the problem.

 c. Visual Inspections

 Routine facility inspections shall be conducted by facility personnel. If conditions are discovered which could impact stormwater quality, the Emergency Coordinator shall arrange for corrective action or designate an individual to make such arrangements. Records of corrective actions will be maintained by maintenance personnel.

 d. Spill Prevention and Response

 All employees should receive initial and refresher training in spill response and related environmental issues. All employees are responsible for the cleanup of any spill. Small, routine drips and spills may be cleaned by applying loose absorbent to the spill and then disposing of the absorbent properly.

 If a discharge of a regulated substance occurs, the spill must be reported immediately to the Emergency Coordinator, who will implement appropriate measures to prevent adverse environmental impacts.

 e. Runoff Management Practices

 Runoff management practices prevent runoff from becoming impacted or treat stormwater runoff prior to off-site discharge. Runoff management practices in use at this facility include:

 (1) Grading and paving in operating areas to divert stormwater away from areas that could potentially impact stormwater and prevent mixing with runoff.

 (2) Parking areas are gravel, which allows stormwater to absorb into the ground and also minimizes erosion.

 f. Employee Training

 Environmental Awareness Training is provided to all ARSC employees on an annual basis. The training includes many environmental topics with focus on identification of the environmental impact that can be caused by improper management (i.e., storage, handling, and/or usage) of regulated substances. This training is intended to familiarize employees with requirements related to RCRA, DOT, SPCC, and PPC regulations.

 g. Additional BMPs

 The applicable BMPs and stormwater controls from the ''Salt Institute Voluntary Salt Storage Guidelines for Distribution Stockpiles'' have been incorporated into the facility's PPC Plan.

 2. Stormwater Monitoring and Reporting

 Stormwater monitoring and reporting will be conducted as required by NPDES Permit No. PA0266477 Part A.I. and Part C.V.

 3. Implementation

 The site is expected to maintain compliance with the BMPs discussed earlier by conducting periodic inspections and implementing actions to improve BMPs and preventative maintenance practices. A summary of the schedule for BMPs, such as inspections and training, is provided in Summary of BMP Scheduled table below.

Summary of BMP Schedule

Task/Activity	Frequency
BMP Implementation	Ongoing
Inspections	Quarterly
Good Housekeeping	Daily
Preventive Maintenance	Quarterly
Spill Prevention and Response	Quarterly
Sedimentation and Erosion Control	Quarterly
Runoff Management Practices	Quarterly
Employee Training	Annually
New Employees	When Hired
All Employees	Initial and Annual Refresher

 Modifications to the current BMPs will be evaluated on a quarterly basis. Based on the findings and recommendations identified from the quarterly inspections, a schedule will be developed to implement maintenance activities. BMPs and maintenance activities proposed based on quarterly inspections are anticipated to be scheduled for implementation during the next quarter, weather permitting.

 4. Stormwater Management

 The goal of the Stormwater Management Program is to minimize the contact between the salt and rainwater, and contain and control all water from the stockpile area with the confines of the pad.

 To minimize contact with precipitation, the stockpile is covered in sections by a waterproof tarp as salt is added to the pile. The seams are watertight and ballast bags are attached to the tarp from the top of the pile to the toe of the pile for resistance to high winds. The covering is properly maintained to prevent precipitation from contacting the salt.

 At a minimum, the cover should be checked on a daily basis to ensure that it is in good condition, that there are no tears, that the seams are watertight, and that the pile is properly covered to prevent exposure of salt to precipitation.

 The perimeter of the stockpile cover is sealed to the pad with ballast where needed to prevent washout of salt from the toe of the stockpile. The perimeter cover ballast is maintained until the stockpile is exhausted.

 At a minimum, the perimeter of the stock pile should be checked on a daily basis to ensure the perimeter of the stockpile cover is sealed to the pad with ballast and that the perimeter is contained within the asphalt berm.

 Dust emissions are curtailed at all points in the unloading system by controlling flow and drop and having the rock salt fall a minimum distance by adjusting the height of the radial stacker during unloading.

 Trucks leaving the unloading area must be tarped by the drivers before departure.

 5. Best Management Practices

 a. Salt Handling

 The facility was designed to minimize and control the generation of dust. The facility operates in a manner that is sensitive to other industrial, commercial, public, and government facilities and residential areas.

 (1) The permittee will avoid handling salt during winds.

 (2) The permittee will minimize the distance the salt must fall from stackers and front end loaders.

 (3) Roadways will be kept clean.

 (4) Salt will be contained with the confining berms of the site.

 (5) The stockpile will be covered to prevent precipitation contact except when receiving salt or loading out to customers.

 (6) Salt spilled by trucks, railcars or other vehicles will be cleaned up promptly.

 (7) Salt will be loaded into trucks within the pad area and loads will not exceed the legal or physical capacity of the truck.

 (8) All trucks must be tarped before leaving the site.

 (9) Salt deliveries to the site and shipments to customers will be scheduled when an employee is onsite to oversee the activities.

 (10) During loadout, the permittee will remove the covering just high enough to load out the day's shipment. This will minimize the moisture absorption by the salt and provide security to the cover if the wind direction shifts toward the working face.

 (11) The working face will be maintained perpendicular to the long axis of the pile by loading alternately left/right and right/left.

 (12) The permittee will avoid creating a horseshoe shaped working face that results from removing the center of the pile and leaving extended edges or aprons.

 (13) Chunks of salt that form as the crust of the pile breaks up will be crushed and blended into the pile and not allowed to accumulate.

 b. General Maintenance.

 General maintenance is very important to the environmental health of the facility.

 (1) On site equipment, as well as trucks picking up salt loads, will be checked regularly for oil leaks. Oil spills will be cleaned up and reported to DEP per regulations.

 (2) The asphalt pad will be inspected for settlement and cracks. Repairs will be made before stockpiling more salt on the area. We will reseal the pad periodically to ensure non-degradation of the low permeability of the pad and base. Expansion joints will be resealed when necessary.

 (3) Visual inspections will be made of the storm water ditches and repaired promptly.

 (4) Housekeeping is very important throughout the site.

 • Part C III. Routine Inspections (standard)

 • Part C IV. Preparedness, Prevention and Contingency (PPC) plan (standard)

 • Part C V. Stormwater Monitoring Requirements (standard)

 • Part C VI. Potential Pollution Reporting

 In addition to the Potential Pollution Reporting required by Part A.III.C.3. of this permit, the permittee shall immediately notify the Department whenever a salt storage stockpile cover is not properly maintained to prevent precipitation from contacting the salt and the permittee observes that stormwater runoff from the pile is causing or threatening pollution to a waterway of the Commonwealth, the permittee shall immediately notify the Department.

 Oral notification to the Department is required as soon as possible, but no later than 4 hours after the permittee becomes aware of the discharge causing or threatening pollution.

 • Part C VII. Other Requirements (standard)

 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.

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 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

 PA0255599, Sewage, SIC Code 8800, Ihrig Jeffrey, 320 Ross Road, Eighty Four, PA 15330. Facility Name: Jeffery Ihrig SRSTP. This proposed facility is located in North Strabane Township, Washington County.

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

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

 Sludge use and disposal description and location(s): Other Sewage Treatment Plant.

 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.

 PA0203963, Industrial, SIC Code 3087, Washington Penn Plastic Company, Inc., P.O. Box 236, Washington, PA 15301-0236. Facility Name: Washington Penn Plastic Performance Products Division. This existing facility is located in South Strabane Township, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated sanitary wastewaters, contact cooling water, and storm water.

 The receiving streams, Unnamed tributary of Chartiers Creek (HQ-WWF) and Unnamed tributary to Chartiers Creek (HQ-WWF), are located in State Water Plan watershed 20-F and are classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0021 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	5.0	XXX	XXX	Report
Total Residual Chlorine (TRC)  (Interim)	XXX	XXX	XXX	0.5	XXX	1.25
Total Residual Chlorine (TRC)  (Final)	XXX	XXX	XXX	0.043	XXX	0.139
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	20.0	XXX	40.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000       Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200     Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	5.7	XXX	11.4
May 1 - Oct 31	XXX	XXX	XXX	1.9	XXX	3.8
Total Phosphorus	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 002 are for storm water discharges and in-stream monitoring.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX
Temperature (°F)
Downstream Monitoring
Jan 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Feb 1 - 28	XXX	XXX	XXX	Report	Report	XXX
Mar 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Apr 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Apr 16 - 30	XXX	XXX	XXX	Report	Report	XXX
May 1 - 15	XXX	XXX	XXX	Report	Report	XXX
May 16 - 31	XXX	XXX	XXX	Report	Report	XXX
Jun 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Jun 16 - 30	XXX	XXX	XXX	Report	Report	XXX
Jul 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Aug 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Aug 16 - 31	XXX	XXX	XXX	Report	Report	XXX
Sep 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Sep 16 - 30	XXX	XXX	XXX	Report	Report	XXX
Oct 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Oct 16 - 31	XXX	XXX	XXX	Report	Report	XXX
Nov 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Nov 16 - 30	XXX	XXX	XXX	Report	Report	XXX
Dec 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Jan 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Feb 1 - 28	XXX	XXX	XXX	Report	Report	XXX
Mar 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Apr 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Apr 16 - 30	XXX	XXX	XXX	Report	Report	XXX
May 1 - 15	XXX	XXX	XXX	Report	Report	XXX
May 16 - 31	XXX	XXX	XXX	Report	Report	XXX
Jun 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Jun 16 - 30	XXX	XXX	XXX	Report	Report	XXX
Jul 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Aug 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Aug 16 - 31	XXX	XXX	XXX	Report	Report	XXX
Sep 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Sep 16 - 30	XXX	XXX	XXX	Report	Report	XXX
Oct 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Oct 16 - 31	XXX	XXX	XXX	Report	Report	XXX
Nov 1 - 15	XXX	XXX	XXX	Report	Report	XXX
Nov 16 - 30	XXX	XXX	XXX	Report	Report	XXX
Dec 1 - 31	XXX	XXX	XXX	Report	Report	XXX
Hourly Temperature Change (°F/hr)
Instream Monitoring	XXX	XXX	XXX	XXX	XXX	2.0

 The proposed effluent limits for Internal Monitoring Point 102 are based on a design flow of 0.013 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (GPM)	Report	Report	XXX	XXX	XXX	XXX
Duration of Discharge (minutes)	XXX	XXX	XXX	XXX	XXX	Report
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Biochemical Oxygen Demand  (BOD5)	XXX	2.82	XXX	Report	Report	XXX
Total Suspended Solids	XXX	2.06	XXX	Report	Report	XXX
Oil and Grease	XXX	3.15	XXX	Report	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (Interim)	XXX	XXX	XXX	Report	Report	XXX
Copper, Total (Final)	XXX	XXX	XXX	0.040	0.063	XXX
Iron, Dissolved (Interim)	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved (Final)	XXX	XXX	XXX	0.344	0.536	XXX
Zinc, Total (Interim)	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total (Final)	XXX	XXX	XXX	0.336	0.524	XXX
Acrolein (Interim)	XXX	XXX	XXX	Report	Report	XXX
Acrolein (Final)	XXX	XXX	XXX	0.003	0.003	XXX

 Outfall 003 is authorized to discharge storm water that is not exposed to industrial activities.

 Sludge use and disposal description and location(s): Contract hauling and disposal in Washington, PA.

 In addition, the permit contains the following major special conditions: 1) a two-year compliance schedule for TRC at Outfall 001; 2) a three-year compliance schedule for total copper, dissolved iron, total zinc, and acrolein at Internal Monitoring Point 102; 3) requirements for storm water discharges associated with industrial activities; and 4) requirements for the approval and use of chemical additives.

 NOTE: Effluent limits for acrolein are imposed because Washington Penn Plastic did not achieve the Department's minimum quantitation limits for the permit application's required analyses. The Department will allow Washington Penn Plastic to analyze new samples for acrolein during the 30-day draft permit comment period. If Washington Penn Plastic verifies that acrolein is not present in its wastewater discharges at the Department's quantitation limit, effluent limitations for acrolein may be removed prior to final permit issuance.

 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.

 PA0043729, Sewage, SIC Code 4952, Hampton Township, 3101 McCully Road, Allison Park, PA 15101-1331. Facility Name: Allison Park STP. This existing facility is located in Hampton Township, Allegheny 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, Pine Creek (TSF), is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	0.93
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	667.6	1,014.8	XXX	25	38	50
May 1 - Oct 31	400.6	614.2	XXX	15	23	30
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report	XXX
Total Suspended Solids	801.1	1,201.7	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	1000
Ammonia-Nitrogen
Dec 1 - Feb 28	120.2	181.5	XXX	4.5	6.8	9
Mar 1 - Nov 30	40.1	61.4	XXX	1.5	2.3	3
Ammonia-Nitrogen
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 Sludge use and disposal description and location(s): All sludge is disposed of at a Municipal Landfill.

 In addition, the permit contains the following special conditions:

 • The Permittee is authorized to discharge uncontaminated storm water from the treatment plant site through Outfalls 101 and 102.

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

 The EPA Waiver is not in effect.

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 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

 PA0272442, Sewage, SIC Code 4952, 8800, Anna D Clifton Estate, 116 Allegheny Center Mall, Pittsburgh, PA 15212-5333. Facility Name: Anna D Clifton Estate SRSTP. This proposed facility is located in Conewango Township, Warren County.

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

 The receiving stream is an Unnamed Tributary to the Allegheny River, located in State Water Plan watershed 16-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 Sewage sludge is anaerobically stored for offsite disposal.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

 PA0272400, Sewage, SIC Code 8800, Frank R Palmiero, 145 Cressingham Lane, Powell, PA 16351. Facility Name: Frank R Palmiero SRSTP located at 149 Farley Lane, Tidioute, PA. This proposed facility is located in Hickory Township, Forest 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), Allegheny River (WWF), is located in State Water Plan watershed 16-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

 PA0272451, Sewage, SIC Code 4952, 8800, Jonathan Crumbacher, 816 Hamburg Road, Fredonia, PA 16124-1818. Facility Name: Jonathan Crumbacher SRSTP. This proposed facility is located in Delaware Township, Mercer County.

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

 The receiving stream is an unnamed tributary to Lawango Run, located in State Water Plan watershed 20-A and classified for Warm Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD.

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

 Off-site sludge disposal.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

 PA0272388, Sewage, SIC Code 8800, Charles T Johnson, 4297 Fox Hill Road, Russell, PA 16345-5515. Facility Name: Charles Johnson SRSTP. This proposed facility is located in Pine Grove Township, Warren 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), Sulphur Spring Run (CWF), is located in State Water Plan watershed 16-B and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by DEP or disposal at an STP.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

 PA0272418, Sewage, SIC Code 4952, 8800, Austin Binkert, 430 Meadville Road, Titusville, PA 16354. Facility Name: Austin Binkert SRSTP. This proposed facility is located in Plum Township, Venango County.

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

 The receiving stream is an Unnamed Tributary to Sugar Creek, located in State Water Plan watershed 16-D and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 No sewage sludge treatment is proposed.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6340.

 The EPA Waiver is in effect.

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III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law.

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 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401, 484.250.5900.

 WQM Permit No. 2397407, Sewage, Amendment, Concord Township, 43 Thornton Road, Glen Mills, PA 19342.

 This proposed facility is located in Concord Township, Delaware County.

 Description of Action/Activity: Upgrades to Cheyney Road Pump Station.

 WQM Permit No, 0919404, Sewage, Hilltown Township Water & Sewer Authority, 316 Highland Park Road, Sellersville, PA 18960.

 This proposed facility is located in Hilltown Township, Bucks County.

 Description of Action/Activity: Low pressure sewer system.

 WQM Permit No. WQG02461911, Sewage, Applewood Partners Inc., 123 Oxford Road, Lansdale, PA 19446.

 This proposed facility is located in Lower Salford Township, Montgomery County.

 Description of Action/Activity: Low pressure force main system.

 WQM Permit No. WQG02461912, Sewage, Lower Salford Township Authority, 57 Main Street, Harleysville, PA 19438-2515.

 This proposed facility is located in Lower Salford Township, Montgomery County.

 Description of Action/Activity: 3" force main for Lower Salford Township Authority Jacob's Crossing.

 WQM Permit No. 1509411, Sewage, Amendment, West Vincent Township, 729 St. Matthews Road, Chester Springs, PA 19425-3301.

 This proposed facility is located in West Vincent Township, Chester County.

 Description of Action/Activity: Reducing permitted capacity from 49,963 gpd to 47,130 gpd.

 WQM Permit No. 0919405, Sewage, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976.

 This proposed facility is located in Plumstead Township, Bucks County.

 Description of Action/Activity: Installation of approximately 1,350 feet of 10" diameter PVC sewer main by open trench excavation.

 WQM Permit No. 4693203, Sewage, Amendment, Campania International Inc., 2452 Quakertown Road, Suite 100, Pennsburg, PA 18073.

 This proposed facility is located in Upper Hanover Township, Montgomery County.

 Description of Action/Activity: Modifications to the wastewater treatment plant.

 WQM Permit No. 0919406, Sewage, Yardley Borough Sewer Authority, 56 South Main Street, Yardley, PA 19067.

 This proposed facility is located in Yardley Borough, Bucks County.

 Description of Action/Activity: Construction of approximately 6,350 LF of gravity sanitary sewer.

 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.

 WQM Permit No. WQG01671902, Sewerage, Ryan Renard, 350 Mt. Zion Road, Dillsburg, PA 17019.

 This proposed facility is located in Franklin Township, York County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction of a single residence sewage treatment plant to serve residence on Franklin Church Road, York, PA 17019.

 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

 WQM Permit No. 3281205 A-18, Industrial, Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748.

 This existing facility is located in Center Township, Indiana County.

 Description of Proposed Action/Activity: Coal desilting pond modifications to improve the management of excess runoff.

 WQM Permit No. 3098405-A1, Sewage, Rices Landing Borough, 137 Main Street, Rices Landing, PA 15357.

 This proposed facility is located in Rices Landing, Greene County.

 Description of Proposed Action/Activity: Proposed construction of new mechanical screen and replacement of influent sewage pumps for existing Rices Landing Sewage Treatment Plant.

 WQM Permit No. 0291406 A-1, Sewage, PA American Water Co., 100 Atlantic Avenue, McKeesport, PA 15132-3807.

 This existing facility is located in McKeesport City, Allegheny County.

 Description of Proposed Action/Activity: rehabilitation of an existing sanitary sewage pumping station.

 WQM Permit No. 6319409, Sewage, Ihrig Jeffrey, 320 Ross Road, Eighty Four, PA 15330.

 This proposed facility is located in North Strabane Township, Washington County.

 Description of Proposed Action/Activity: Installation of a small flow sewage treatment plant to abate an existing on-lot malfunction.

 WQM Permit No. WQG02651801-A1, Sewage, Derry Township Municipal Authority, P.O. Box 250, 5760 Route 982, New Derry, PA 15671.

 This proposed facility is located in Derry Township, Westmoreland County.

 Description of Proposed Action/Activity: Proposed construction of Pump Station, Force Main, and Sanitary Sewers to serve Keystone State Park and some existing residences with on-lot septic systems. Treatment to be provided at the existing New Alexandria STP.

 The Pennsylvania Infrastructure Investment Authority (PENNVEST) which administers Pennsylvania's State Revolving Fund has been identified as a potential funding source.

 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

 WQM Permit No. 3796401 A-6, Sewage, New Castle City Sanitary Authority Lawrence County, 110 E Washington Street, New Castle, PA 16101-3815.

 This existing facility is located in New Castle City, Lawrence County.

 Description of Proposed Action/Activity: Renovation of headworks, clarifiers, anaerobic digesters; modification of activated sludge system; and construction of new anoxic tank at existing waste water treatment plant.

 WQM Permit No. 4319410, Sewage, Edward Turose, 253 Oregon Road, Volant, PA 16156.

 This proposed facility is located in Springfield Township, Mercer County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant.

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IV. NPDES Individual Permit Applications for Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4s).

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 Northeast Regional Office: Regional Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915, Telephone: 570.826.2511.

 PAI132209, MS4, Salisbury Township, 2900 South Pike Avenue, Allentown, PA 18103. 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 Salisbury Township, Lehigh County. The receiving streams, Trout Creek (HQ-CWF, MF), Black River (CWF, MF), Cedar Creek (HQ-CWF, MF), Lehigh River (WWF, MF), Little Lehigh Creek (HQ-CWF, MF), Tributary 3423 to Trout Creek (HQ-CWF, MF), Tributary 3573 to Little Lehigh Creek (HQ-CWF, MF), and Tributary 3574 to Little Lehigh Creek (HQ-CWF, MF), are located in State Water Plan watershed 2-C and are classified as indicated above, as well as for aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Pollutant Reduction Plan (PRP)

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

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

 PAI132202, MS4, Moore Township Northampton County, 2491 Community Drive, Bath, PA 18014-8841. 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 Moore Township, Northampton County. The receiving streams, Monocacy Creek (HQ-CWF, MF), East Branch Monocacy Creek (HQ-CWF, MF), and Hokendauqua Creek (CWF, MF), are located in State Water Plan watershed 2-C and is classified for Cold Water Fishes, Migratory Fishes, High Quality—Cold Water, and Migratory Fish, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

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

 • A Pollutant Reduction Plan (PRP)

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

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

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VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities.

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 Northeast Region: Waterways and Wetlands Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Monroe County Conservation District, 8050 Running Valley Road, Stroudsburg, PA 18347.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD450097	The Shoppes At Turtle Walk LP 116 Turtle Walk Ln Bartonsville, PA 18321	Monroe	Hamilton Twp	UNT to Pocono Creek (HQ-CWF, MF)

 Northampton County Conservation District, 14 Gracedale Ave., Greystone Building, Nazareth, PA 18064-9211.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD480092	Bernard Brown MNB Properties LLC P.O. Box 1888 Bethlehem, PA 18016	Northampton	Bethlehem Twp	Monocacy Creek (HQ-CWF, MF)

 Southcentral Region: Waterways & Wetlands Program, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, Nathan Phillips, Section Chief, 717.705.4802.

Permit #	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD210023 Renewal	Westgate Development, LLC 10 Hidden Meadow Drive Mechanicsburg, PA 17050	Cumberland	South Middleton Township	Yellow Breeches Creek (HQ-CWF)
PAD670035	Pennsylvania Department of Transportation, District 8-0 2140 Herr Street Harrisburg, PA 17103	York	Manchester Township	UNT Codorus Creek (WWF, MF)

 Southwest Region: Waterways & Wetlands Program, 400 Waterfront Drive, Pittsburgh, PA 15222, Dana Drake, Waterways and Wetlands Program Manager, 412-442-4000.

Permit No.	Applicant & Address	County	Municipality	Stream Name
PAD020025	Lucknow Highspire Terminals 900 South Eisenhower Boulevard Harrisburg, PA 17057	Allegheny County	Neville Township	Ohio River (WWF)
PAD020026	River Materials, Inc. 103 Yost Boulevard Suite 200 Pittsburgh, PA 15221	Allegheny County	City of McKeesport	Monongahela River (WWF)

 Northwest Region: Waterways and Wetlands Program, 230 Chestnut Street, Meadville, PA 16335-3481.

 Erie County Conservation District, 1927 Wager Road, Erie, PA 16509, 814-825-6403.

 Butler County Conservation District, 120 Hollywood Drive, Suite 201, Butler, PA 16001, 724-284-5270.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD250004 Major Modification and Renewal	Scott's Development Company 2225 Downs Drive Erie, PA 16509	Erie	City of Erie	Lake Erie CWF, Presque Isle Bay WWF
PAD100006	PA DCNR P.O. Box 8551 Harrisburg, PA 17105	Butler	Worth Township, Muddy Creek Township	Muddy Creek WWF, Lake Arthur HQ-CWF

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VII. List of NOIs for NPDES and/or Other General Permit Types.

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PAG-12

CAFOs

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CAFO Notices of Intent Received.

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 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Telephone: 717-705-4707.

 NPDES Permit No. PAG123891, CAFO, S & J Farms LLC, 6470 Park Road, Orrstown, PA 17244.

 This proposed facility is located in Lurgan Township, Franklin County.

 Description of size and scope of proposed operation/activity: Poultry (Layers), Beef (Cows, Finishing, Calves): 707.00 AEUs.

 The receiving stream, Unnamed Tributary to Paxton Run (WWF, MF), is in watershed 7-B and classified for: Migratory Fishes and Warm Water Fishes.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the state narrative water quality standards.

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MS4 PAG-13 Notices of Intent Received.

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 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.

NPDES Permit No.	Applicant Name & Address	Municipality, County	Waiver Application Submitted (Y/N)	Pollutant Reduction Plan Submitted (Y/N)
PAG136118	Pitcairn Borough 582 6th Street Pitcairn, PA 15140-1200	Pitcairn Borough Allegheny County	Y	N

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