NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[49 Pa.B. 713]
[Saturday, February 16, 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?
PA0063517 (Sewage)	Bonham's Nursing and Rehab Center 477 Bonnieville Road Stillwater, PA 17878	Luzerne County Huntington Township	Pine Creek (5-C)	Yes
PA0013650 (Industrial)	General Dynamics OTS Inc. 156 Cedar Avenue Scranton, PA 18505-1138	Lackawanna County Scranton City	Roaring Brook (5-A)	Yes
PA0061913 (Sewage)	Elk Mountain Ski Resort, Inc. Wastewater Treatment Plant Vauter Road Herrick, PA 18470	Susquehanna County Herrick Township	East Branch Tunkhannock Creek (4-F)	Yes
PA0061115 (Sewage)	SC Stream PA LLC Wastewater Treatment Plant Paradise Stream Resort Mount Pocono, PA 18344-0099	Monroe County Paradise Township	Paradise Creek (1-E)	Yes
PAS802209 (Stormwater)	Werner Transportation 5422 Oakview Drive Allentown, PA 18104	Lehigh County Upper Macungie Township	Unnamed Tributary to Cedar Creek (02C)	Yes

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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?
PA0114308 (Sewage)	Sandburr Creekside Development Sanitary Sewer STP 2028 State Route 487 Orangeville, PA 17859-9029	Columbia County Orange Township	Fishing Creek (5-C)	Yes
PA0009385 (Industrial)	ConAgra Milton Plant 30 Marr Street Milton, PA 17847-1519	Northumberland County Milton Borough	West Branch Susquehanna River (10-D)	Yes
PA0111635 (Industrial)	Spring Township Municipal Authority Water System P.O. Box 133 Beaver Springs, PA 17812-0133	Snyder County Beaver Township	Kern Run (6-A)	Yes
PAS204803 (Storm Water)	Catalus Corporation 1251 Route 6 W Galeton, PA 16922-9125	Potter County Pike Township	Pine Creek (9-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?
PA0253430 (Sewage)	PBS Coals Shade Prep Plant STP 688 Cook Road Central City, PA 15926	Somerset County Shade Township	Coal Run (18-E)	Yes
PA0217824 (Sewage)	Camp Kon O Kwee Spencer 126 Nagel Road Fombell, PA 16123-1198	Beaver County Marion Township	Connoquenessing Creek (20-C)	Yes
PA0205664 (Sewage)	Forest Brook MHP STP Big Knob Road Rochester, PA 15074	Beaver County New Sewickley Township	Pine Run (20-G)	Yes
PA0094013 (Sewage)	Mutual MHP 1605 East Laurel Circle Mt Pleasant, PA 15666-2181	Westmoreland County Unity Township	Unnamed Tributary to Brinker Run (19-D)	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 Regional Office: Regional Clean Water Program Manager, 2 E Main Street, Norristown, PA 19401, Telephone: 484.250.5970.

 PA0052272, Industrial, SIC Code 2952, Henry Company, P.O. Box 368, Kimberton, PA 19442. Facility Name: Henry Company Kimberton Facility. This existing facility is located in East Pikeland 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(s), Unnamed Tributary to French Creek, is located in State Water Plan watershed 3-D 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 .009 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Trichloroethylene	XXX	XXX	XXX	0.001	0.002	0.0025
Trichloroethylene
Industrial Influent	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	Report
Phenol	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 010 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	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	Report
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	Report

 PA0244228, Storm Water, SIC Code 3272, 3273, Rahns Construction Material Company, 430 Bridge Road, Collegeville, PA 19426. Facility Name: Rahns Concrete Batch Plant. This existing facility is located in Skippack Township, Montgomery County.

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

 The receiving stream(s), Perkiomen Creek, is located in State Water Plan watershed 3-E 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 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50.0	100.0	100
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. Best Management Practices (BMPs)

 III. Routine Inspections

 IV. Preparedness, Prevention and Contingency (PPC) Plan

 V. Stormwater Monitoring Requirements

 A. Acquire Necessary Property Rights

 B. Sludge Disposal Requirement

 C. BMPs to Control TSS and pH

 D. Remedial Measures if Public Nuisance

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

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

 The EPA Waiver is in effect.

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

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

 The receiving stream(s), Unnamed Tributary of Pennypack Creek, is located in State Water Plan watershed 3-J 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 0 MGD.—Limits.

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

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

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

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

 I. Stormwater Outfalls and Authorized Non-Stormwater Discharges

 II. Best Management Practices (BMPs)

 III. Routine Inspections

 IV. Preparedness, Prevention and Contingency (PPC) Plan

 V. Stormwater Monitoring Requirements

 A. Acquire Necessary Property Rights

 B. Sludge Disposal Requirement

 C. Remedial Measures if Public Nuisance

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

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

 The EPA Waiver is in effect.

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

 PA0045985, Sewage, SIC Code 4952, Mountaintop Area Joint Sanitary Authority Luzerne County, 290 Morio Drive, Mountain Top, PA 18707. Facility Name: Mountaintop Area Joint Sanitary Authority WWTP. This existing facility is located in Dorrance Township, Luzerne 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), Big Wapwallopen Creek and Unnamed Tributary to Big Wapwallopen Creek, are located in State Water Plan watershed 5-B and are 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 4.16 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	857.3	1,387.7	XXX	25.0	40.0	50.0
Total Suspended Solids	1,040.8	1,561.2	XXX	30.0	45.0	60.0
Zinc, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.16 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	346.9	520.4	XXX	10.0	15.0	20.0
Total Suspended Solids	346.9	520.4	XXX	10.0	15.0 Daily Max	20.0
Zinc, Total	7.14	Report Daily Max	XXX	0.206	0.321 Daily Max	0.412

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.16 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.06	XXX	0.14
Biochemical Oxygen Demand  (BOD5)
Influent	Report	Report	XXX	Report	Report	XXX
CBOD5 Minimum % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids
Influent	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids Minimum  % Removal (%)	85 Min Mo Avg	XXX	XXX	XXX	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000       Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200      Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	Report	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
Nov 1 - Apr 30	260.2	XXX	XXX	7.5	Report	15.0
May 1 - Oct 31	87.7	XXX	XXX	2.5	Report	5.0
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	Report	XXX
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
Cadmium, Total	Report	Report	XXX	Report	Report	XXX
Chromium, Total	Report	Report	XXX	Report	Report	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX
Nickel, Total	Report	Report	XXX	Report	Report	XXX
Silver, Total	Report	Report	XXX	Report	Report	XXX
Total Toxic Organics	Report	Report	XXX	Report	Report	XXX
Total Organic Carbon	Report	Report	XXX	Report	Report	XXX
UV Intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.16 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Toxicity, Chronic - Ceriodaphnia  Survival (TUc)	XXX	XXX	XXX	XXX	1.3	XXX
Reproduction (TUc)	XXX	XXX	XXX	XXX	1.3	XXX

 The proposed effluent limits for Outfall 002 and 003 (Stormwater Outfalls) 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	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	100.0
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Iron, Total	XXX	XXX	XXX	XXX	XXX	Report

 Sludge use and disposal description and location(s): Landfilled at the Wayne Township Landfill (MSW ID # 100995, Wayne Township, Clinton County).

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

 • Chesapeake Bay Conditions; Schedule of Compliance (CBOD5 and TSS); Solids Management conditions; Water Quality-Based Effluent Limitations for Toxic Pollutants (Zinc); Whole Effluent Toxicity (WET) Conditions; Stormwater conditions; Stormwater prohibition; Necessary property rights; Residuals management; Chlorine minimization; Dry stream; Changes in existing stream/discharge

 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.

 PA0026492A-2, Sewage, SIC Code 4952, Pennsylvania American Water Company, 800 West Hershey Park Drive, Hershey, PA 17033. Facility Name: Scranton WWTP. This existing facility is located in Scranton City, Lackawanna County.

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

 The receiving stream, the Lackawanna River, is located in State Water Plan watershed 5-A and is classified for Cold Water and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed concentration effluent limits for Outfall 001 are based on an annual average flow of 20 MGD. The proposed mass effluent limits for Outfall 001 are based on a design hydraulic capacity of 25 MGD.

 (From Permit Amendment Effective Date to November 30, 2021).

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.37	XXX	1.34
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	3,750	5,600	XXX	18.0	27.0	36.0
Total Suspended Solids	6,255	9,380	XXX	30.0	45.0	60.0
Ammonia-Nitrogen
May 1 - Oct 31	625	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	1,875	XXX	XXX	9.0	XXX	18.0
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Bromide	XXX	XXX	XXX	Report	XXX	XXX
Chloride	XXX	XXX	XXX	Report	XXX	XXX
Sulfate, Total	XXX	XXX	XXX	Report	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	XXX
Manganese, Total	XXX	XXX	XXX	Report	XXX	XXX
Iron, Total	XXX	XXX	XXX	Report	XXX	XXX
Cadmium, Total (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
Acrolein (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
1,4-Dioxane (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
Chlorodibromomethane (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
Chloroform (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
Dichlorobromomethane (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
Arsenic, Total (µg/L)	XXX	XXX	XXX	Report	XXX	XXX
Influent Biochemical Oxygen  Demand (BOD5)	XXX	XXX	XXX	Report	Report	XXX
Influent Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX

 The proposed concentration effluent limits for Outfall 001 are based on an annual average flow of 20 MGD. The proposed mass effluent limits for Outfall 001 are based on a design hydraulic capacity of 25 MGD.

 (From Permit Amendment Effective Date to November 30, 2020).

	Mass Units (lbs/day)		Concentrations (g/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	Report

 The proposed concentration effluent limits for Outfall 001 are based on an annual average flow of 20 MGD. The proposed mass effluent limits for Outfall 001 are based on a design hydraulic capacity of 25 MGD.

 (From December 1, 2020 to November 30, 2021).

	Mass Units (lbs/day)		Concentrations (g/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

 (From Permit Amendment Effective Date to November 30, 2021).

	Mass Units (lbs)		Concentrations (mg/L)
Parameters	Monthly	Annual	Minimum	Monthly Average	Maximum	Instant. Maximum
Ammonia-Nitrogen
May 1 - Oct 31	Report	Report	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	Report	Report	XXX	9.0	XXX	18.0
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	365,292	XXX	XXX	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Phosphorus	Report	48,706	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.

 The NPDES Permit also includes 80 combined sewage overflow outfalls that may discharge under wet weather conditions to the following waters of the Commonwealth: Lackawanna River (CWF-MF), Roaring Brook (CWF-MF), Stafford Meadow Brook (WWF-MF), Little Roaring Brook (CWF-MF), Keyser Creek (CWF-MF), Leggetts Creek (TSF-MF), and Meadow Brook (CWF-MF).

 Sludge use and disposal description and location(s): As per the most recently submitted DMR supplemental report, sludge is hauled to Keystone Sanitary Landfill by Pennsylvania American Water Company.

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

 • Chesapeake Bay Nutrient Requirements

 • Operating and Monitoring Protocols for Outfall 003

 • Combined Sewer Overflows

 • Industrial Pretreatment Program

 • Solids Management

 • Toxics Reduction Evaluation (TRE)

 • Whole Effluent Toxicity (WET)

 • Requirements for Facilities with Built-In Excess Hydraulic Capacity

 • Chapter 94 Reporting

 • Effluent Limits Compliance Schedule

 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.

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

 PA0266469, Sewage, SIC Code 4952, Weaverland Valley Authority, 4610 Division Highway, East Earl, PA 17519. Facility Name: Weaverland Valley Authority Region WWTP. This proposed facility is located in East Earl Township, Lancaster County.

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

 The receiving stream(s), Conestoga River, is located in State Water Plan watershed 7-J 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 .41 MGD. The following are limits from the permit effective date through the permit expiration date.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	85	136	XXX	25	40	50
Total Suspended Solids	102	153	XXX	30	45	60
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
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	71	XXX	XXX	21	XXX	42
May 1 - Oct 31	23	XXX	XXX	7.0	XXX	14
Total Phosphorus	6.0	XXX	XXX	2.0	XXX	4.0

 The following are limits from the permit effective date through September 30, 2021:

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

 The following are limits from October 1, 2021 through the permit expiration date:

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

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

 The EPA Waiver is not in effect.

 Application No. PA0246603 A-1, Concentrated Animal Feeding Operation (CAFO), Hoffman Chris (Lazy Hog Farm CAFO), 201 S Homestead Road, McAlisterville, PA 17049-8332.

 Hoffman Chris has submitted an application for an Individual NPDES permit for an amendment of an CAFO known as Lazy Hog Farm CAFO, located in Fayette Township, Juniata County.

 The CAFO is situated near Unnamed Tributary of Cocolamus Creek in Watershed 12-B, which is classified for Trout Stocking. The CAFO is designed to maintain an animal population of approximately 839.4 animal equivalent units (AEUs) consisting of 1,264 sows, 11 boars, 165 sows with litters, 3,300 nursery pigs, and 440 grow to finish pigs. Manure is stored in several underbarn deep pits. 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.

 PA0260151, Sewage, SIC Code 4952, Maxatawny Township Municipal Authority, 127 Quarry Road, Suite 1, Kutztown, PA 19530-9697. Facility Name: Maxatawny Township Municipal Authority WWTP. This existing facility is located in Maxatawny 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), Sacony Creek, 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 .14 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .14 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Suspended Solids (Total Load,  lbs) (lbs)	XXX	12,785 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	426 Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .14 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
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	29	46	XXX	25.0	40.0	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	35	52	XXX	30.0	45.0	60
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report Daily Max	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 transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	23	XXX	XXX	20.0	XXX	40
Total Phosphorus	2.3	XXX	XXX	2.0	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Sludge is hauled off site via a local septage hauler to another WWTP.

 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.

 PA0070122, Sewage, SIC Code 6515, UMH Properties Inc., 3499 Route 9, Suite 3C, Freehold, NJ 07728-3277. Facility Name: Highland Estates MHP. This existing facility is located in Greenwich 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 Mill Creek, 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 .08325 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Suspended Solids (Total Load,  lbs) (lbs)	XXX	7,583 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	253.4 Total Annual	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .08325 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Dissolved Solids	XXX	Report Daily Max	XXX	XXX	Report Daily Max	XXX
Total 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 .08325 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.25	XXX	0.81
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	25.0	XXX	50
May 1 - Oct 31	XXX	XXX	XXX	20.0	XXX	40
Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60
Total Suspended Solids (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000      Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200     Geo Mean	XXX	1,000
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	5.0	XXX	10
May 1 - Oct 31	XXX	XXX	XXX	15.0	XXX	30
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 Sludge use and disposal description and location(s): Sludge is hauled off site via a local hauler to another WWTP for ultimate treatment/disposal.

 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.

 PA0080314, Sewage, SIC Code 4952, Hampden Township, 230 S Sporting Hill Road, Mechanicsburg, PA 17050-3097. Facility Name: Hampden Township Roth Lane STP. This existing facility is located in Hampden Township, Cumberland County.

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

 The receiving stream(s), Sears Run, 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 5.69 MGD.—Interim 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	711	1,044 Wkly Avg	XXX	15	22	40
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	1,423	2,135 Wkly Avg	XXX	30	45	81
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light intensity (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	213	XXX	XXX	4.5	XXX	12
May 1 - Oct 31	71	XXX	XXX	1.5	XXX	4
Total Phosphorus	70.7	XXX	XXX	2.0	XXX	5.4
Cyanide, Free (ug/L)	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX
Thallium, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 5.69 MGD.—Final 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	711	1,044 Wkly Avg	XXX	15	22	40
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	1,423	2,135 Wkly Avg	XXX	30	45	81
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light intensity (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	213	XXX	XXX	4.5	XXX	12
May 1 - Oct 31	71	XXX	XXX	1.5	XXX	4
Total Phosphorus	70.7	XXX	XXX	2.0	XXX	5.4
Cyanide, Free (ug/L)	0.237	0.379 Daily Max	XXX	5.5	8.6 Daily Max	XXX
Thallium, Total	Report	Report Daily Max	XXX	Report	Report Daily Max	XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	117,696	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	14,441	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.

 Sludge use and disposal description and location(s): Sludge is treated and then land applied under the NPDES permit No. PAG083568.

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

 • Chesapeake Bay Nutrient Requirements

 • Whole Effluent Toxicity Testing

 • Toxic Reduction Evaluation

 • Stormwater Requirements

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

 The EPA Waiver is not in effect.

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

 PA0232653, Industrial, SIC Code 4953, PA Waste LLC, 175 Bustleton Pike, Feasterville, PA 19053. Facility Name: Camp Hope Run Landfill (Fmrly Kauffman North Mine).

 This proposed facility is located in Boggs Township, Clearfield County.

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

 The receiving stream(s), Unidentified Tributary to Sanborn Run, is located in State Water Plan watershed 8-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 002 are based on a design flow of 0.04 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH	XXX	XXX	6.0	XXX	XXX	9.0
Acidity, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX
Alkalinity, Total (as CaCO3)
Effluent Net	XXX	XXX	0	XXX	XXX	XXX
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	0.70	0.70	XXX	2.10	2.10	2.10
Total Iron	1.50	1.50	XXX	4.50	4.50	4.50
Total Manganese	0.70	0.70	XXX	2.10	2.10	2.10

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.14 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH	XXX	XXX	6.0	XXX	XXX	9.0
Acidity, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX
Alkalinity, Total (as CaCO3)
Effluent Net	XXX	XXX	0	XXX	XXX	XXX
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	1.33	1.33	XXX	1.14	1.14	1.14
Total Iron	2.75	2.75	XXX	2.36	2.36	2.36
Total Manganese	1.53	1.53	XXX	1.31	1.31	1.31

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.04 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH	XXX	XXX	6.0	XXX	XXX	9.0
Acidity, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX
Alkalinity, Total (as CaCO3)
Effluent Net	XXX	XXX	0	XXX	XXX	XXX
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	0.70	0.70	XXX	2.10	2.10	2.10
Total Iron	1.50	1.50	XXX	4.50	4.50	4.50
Total Manganese	0.70	0.70	XXX	2.10	2.10	2.10

 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.

 PA0232343, Industrial, SIC Code 4953, PA Waste LLC, 175 Bustleton Pike, Trevose, PA 19053-6456. Facility Name: Camp Hope Run Landfill. This proposed facility is located in Boggs Township, Clearfield County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated Industrial Waste and Industrial Stormwater.

 The receiving stream(s), Clearfield Creek, Sanborn Run, and Unnamed Tributaries to Sanborn Run, are located in State Water Plan watershed 8-C and is classified for Migratory Fishes, Cold Water 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 0.049 MGD for industrial wastewater and 0.001 for sewage.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	Report	Report	XXX	36.0	138.0	170
Total Suspended Solids	Report	Report	XXX	27.0	85.0	105
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	Report	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ammonia-Nitrogen	Report	Report	XXX	4.8	9.8	12
Aluminum, Total	0.31	0.62	XXX	0.75	1.5	1.87
Antimony, Total	Report	Report	XXX	Report	Report	XXX
Chromium, Hexavalent	Report	Report	XXX	Report	Report	XXX
Copper, Total	Report	Report	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	XXX	6.86
Iron, Total	0.62	1.25	XXX	1.50	3.00	3.75
Lead, Total	Report	Report	XXX	Report	Report	XXX
Manganese, Total	0.41	0.83	XXX	1.00	2.00	2.5
Sulfate, Total	Report	Report	XXX	Report	Report	XXX
Thallium, Total	0.04	0.07	XXX	0.10	0.17	0.25
Zinc, Total	Report	Report	XXX	0.10	0.19	0.25
Phenol	Report	Report	XXX	0.014	0.025	0.035
a-Terpineol	Report	Report	XXX	0.015	0.032	0.037
1,4-Dichlorobenzene	13.51	15.87	XXX	32.41	38.06	81
Benzoic Acid	Report	Report	XXX	0.069	0.11	0.17
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX
p-Cresol	Report	Report	XXX	0.013	0.024	0.03

 The proposed monitoring requirements for Outfalls 003, 004, 005, 006, 007, 008 and 009 are as follows.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	2.0	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)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen	Report	0	XXX	XXX	XXX	XXX
Net Total Phosphorus	Report	0	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

---

 Northwest Regional Office: Regional Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Telephone: 814.332.6942.

 PA0271829, Sewage, SIC Code 4952, 7033, Shelby and William Knight, 321 Peaceful Valley Road, West Sunbury, PA 16061. Facility Name: Peaceful Valley Campground. This proposed facility is located in Washington Township, Butler County.

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

 The receiving stream is Christy Run, located in State Water Plan watershed 20-C 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 0.0017 MGD.

	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 Daily Min	XXX	9.0 Daily Max	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
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    Geo Mean	XXX	1,000

 Sludge is stored is septic tanks for off-site 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.

 PA0271861, Sewage, SIC Code 8800, Robert Mallery, 945 Margaretta Avenue, Pittsburgh, PA 15234. Facility Name: Robert Mallery SRSTP. This proposed facility is located in Freehold 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), Unnamed Tributary to Mill Creek, 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 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 Daily Min	XXX	9.0 Daily Max	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

 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 PADEP 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.

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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. 1518413, Sewage, Borough of Downingtown, 4-10 West Lancaster Avenue, Downingtown, PA 19335.

 This proposed facility is located in Downingtown Borough, Chester County.

 Description of Action/Activity: Relocation of sanitary main and abandonment of existing sanitary sewer main in place.

 WQM Permit No. 1518414, Sewage, Upper Uwchlan Municipal Authority, 140 Pottstown Pike, Chester Springs, PA 19425.

 This proposed facility is located in Upper Uwchlan Township, Chester County.

 Description of Action/Activity; Reuse of existing school structures to create 18 residential units.

 WQM Permit No. 1571407, Sewage, Amendment, Tredyffrin Township Municipal Authority, 1100 Duportail Road, Berwyn, PA 19312.

 This proposed facility is located in Tredyffrin Township, Chester County.

 Description of Action/Activity: To separate Glenn Avenue and Lancaster Avenue from the rest of the permit.

 WQM Permit No. 1518415, Sewage, Tredyffrin Township Municipal Authority, 1100 Duportail Road, Berwyn, PA 19312.

 This proposed facility is located in Tredyffrin Township, Chester County.

 Description of Action/Activity: Construction and operation of a new pump station.

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

 WQM Permit No. 3619402, Sewerage, Elizabethtown Regional Sewer Authority, 235 ERSA Drive, Elizabethtown, PA 17022.

 This proposed facility is located in West Donegal Township, Lancaster County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of an upgrade of 200 gpm buried package pumping station to 230 gpm above ground pumping station. Existing 200 gpm station to be demolished.

 WQM Permit No. 6791408, Amen # 2, Sewerage, New Freedom Borough, 49 East Main Street, New Freedom, PA 17349.

 This proposed facility is located in Railroad Borough, York County.

 Description of Proposed Action/Activity: Seeking permit approval for Sludge Dewatering Upgrade Project.

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

 WQM Permit No. 4918401, Sewage, Upper Augusta Township, 2087 Snydertown Road, Sunbury, PA 17801-5141.

 This proposed facility will located in Upper Augusta Township, Northumberland County.

 Description of Proposed Action/Activity: The Mount Pleasant Sewer Extension Project will consist of the replacement of the existing WWTP with two pump stations and low-pressure force mains which will convey domestic wastewater to the Sunbury Municipal Authority.

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

 WQM Permit No. 2513402, Sewage, Youngstown YMCA, 17 N Champion Street, Youngstown, OH 44501-1287.

 This existing facility is located in Springfield Township, Erie County.

 Description of Proposed Action/Activity: Renewal application for Camp Fitch sewage treatment.

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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.

 PAI132261, MS4, Fairview Township, 65 Shady Tree Drive, Mountain Top, PA 18707. 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 Fairview Township, Luzerne County. The receiving streams, Big Wapwallopen Creek, Bow Creek, and Tributary 28250 to Bow Creek, are located in State Water Plan watershed 5-B and are classified for Cold Water and Migratory Fishes, aquatic life, water supply and recreation. The receiving stream, Solomon Creek, is located in State Water Plan watershed 5-B and is classified for High Quality—Cold Water and Migratory Fishes, aquatic life, water supply and recreation. The 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.

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

 PAI133533, MS4, Topton Borough Berks County, 205 S Callowhill Street, Topton, PA 19562. The application is for a new individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Topton Borough, Berks County. The receiving stream(s), Unnamed Tributary to Little Lehigh Creek, is located in State Water Plan watershed 2-C and is classified for 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(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 717-705-4732.

 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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 Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD150099	Lancaster Home Builders 2760 Charlestown Road Lancaster, PA 17603	Chester	Oxford Borough	Little Elk Creek HQ-TSF-MF
PAD150117	Vince and Mary Canzanese 572 South Heilbron Drive Media, PA 19063-4500	Chester	Willistown Township	Barr Run to Crum Creek HQ-CWF-MF
PAD150119	West Vincent Township 729 St. Matthews Road Chester Springs, PA 19425	Chester	West Vincent Township	Unnamed Tributary to Pickering Creek HQ-TSF-MF
PAD460033	Pennsylvania Department of Transportation 7000 Geerdes Boulevard King of Prussia, PA 19406	Montgomery	Montgomery Township	Neshaminy Creek WWF-MF Little Neshaminy Creek WWF-MF Wissahickon Creek TSF-MF
PAD510040	Delaware River Port Authority One Port Center 2 Riverside Drive Camden, NJ 08101	Philadelphia	City of Philadelphia	Schuylkill River WWF Delaware River Estuary WWF

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD480009	Rick Koze, Kay Trio, LLC 5930 Hamilton Blvd Allentown, PA 18106	Northampton	Lower Nazareth Twp Upper Nazareth Twp	Monocacy Creek (HQ-CWF, MF)

 Schuylkill Conservation District, 1206 AG Center Drive, Pottsville, PA 17901-9733.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD540010	Aqua Pennsylvania Inc Joshua Shoff 1 Aqua Way White Have, PA 18661	Schuylkill	N Union Twp	Sugarloaf Creek (CWF, MF) Tomhicken Creek (CWF, MF) EV Wetlands

 Northcentral Region: Waterways & Wetlands Program Manager, 208 West Third Street, Williamsport, PA 17701, 570.327.3574.

 Centre County Conservation District: 414 Holmes Avenue, Suite 4, Bellefonte, PA 16823, (814) 355-6817.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD140042	1275 East Pennsylvania Ave 1 LP 356 Laurents Road Montoursville, PA 17754	Centre	College Twp	Thompson Run 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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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)
PAG136287	City of Clairton 551 Ravensburg Boulevard Clairton, PA 15025-1243	Clairton City Allegheny County	Y	N

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