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PA Bulletin, Doc. No. 19-1673

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[49 Pa.B. 6715]
[Saturday, November 9, 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.

I. NPDES Renewal Applications.

 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?
PA0065480 (Stormwater)
FedEx Freight, Inc.—
ALT
360 Stoke Park Road
Bethlehem, PA 18017
Northampton County
Hanover Township 		Unnamed Tributary to Monocacy Creek
(HQ-CWF, MF)
(2-C) 		Yes
PA0061719
(Sewage) 		Aqua Pennsylvania
Wastewater, Inc.
Pinecrest WWTP
Tamaqua Lake Road
Pocono Pines, PA 18350
Monroe County
Tobyhanna Township 		Beaver Creek
(HQ-CWF, MF)
(2-A) 		Yes
PA0062103
(Sewage) 		Springbrook Township
Sewer Authority WWTP
Green Run Road
Roaring Brook Twp., PA 18444
Lackawanna County Roaring Brook Township Green Run
(HQ-CWF/MF)
(5-A) 		Yes
PA0060283
(Sewage) 		Penn Estates
570 Hallet Road
East Stroudsburg, PA 18301 		Monroe County
Stroud Township 		Unnamed Tributary of Brodhead Creek
(HQ-CWF)
(1-E) 		Yes
 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?
PA0085243—
SEW 		Manns Choice
Harrison Township STP
101 Chestnut Street
Manns Choice, PA 15550
Bedford County/
Harrison Township 		Raystown Branch Juniata River
11-C 		N
PA0084522—
IW 		Allentown Refrigerated
Terminals, Inc.
125 Seneca Trl
Boyertown, PA 19512-8661 		Berks County/
Colebrookdale Township 		Manatawny—
French Creeks
03D 		N
 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?
PA0111929
(Sewage) 		Lawrenceville Borough
Wastewater Treatment Plant
6 Mechanic Street
Lawrenceville, PA 16929-9768 		Tioga County
Lawrenceville Borough 		Tioga River
(WWF)
(4-A) 		Yes
 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?
PA0216500
(Industrial) 		Beaver Groundwater Remediation
20 Stanwix Street # 10
Pittsburgh, PA 15222
Beaver County
Vanport Township 		Ohio River
(WWF)
(20-G) 		Yes
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

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

 PA0245135, Sewage, SIC Code 4952, Pinkavitvh Ed, 1448 South Old Bethlehem Pike, Quakertown, PA 18951. Facility Name: 2003 Old Bethlehem Pike. This proposed facility is located in East Rockhill Township, Bucks 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) Threemile Run (TSF, MF), is located in State Water Plan watershed 2-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 .0006 MGD.—Limits.

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
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
Total Nitrogen XXX XXX XXX Report XXX XXX

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

 The EPA Waiver is in effect.

 PA0244902 A-1. Storm Water, SIC Code 4953, Waste Management of PA Inc., 1000 New Ford Mill Road, Morrisville, PA 19067. Facility Name: Waste Management of PA—Tullytown Facility. This facility is located in Tullytown Borough, Bucks County.

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

 The NPDES permit was issued on October 26, 2017. This permit amendment replaces Other Requirement No. VII ''Seepage Management Plan'' on page 36 of the NPDES permit with language under the title ''Control and Sampling Requirements for Leachate Impacted Stormwater Basins.'' Sampling frequency for Total Tritium is revised from monthly to quarterly in the permit amendment. This permit amendment also revises language for section F under Other Requirement No. V on page 35 of the NPDES permit.

 The receiving stream(s), Martins Creek, Manor Lake, Van Sciver Lake and Delaware River, is located in State Water Plan watershed 2-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 Outfalls 001, 002, 003, 004, 005, 006, 008, 009, and 010 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX XXX Report Report XXX
Color (Pt-Co Units)
 (Pt-Co Units) 		XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (BOD5) 		XXX XXX XXX Report Report XXX
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
Oil and Grease XXX XXX XXX Report Report XXX
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Magnesium, Dissolved XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Tritium, Total (pCi/L) XXX XXX XXX Report Report XXX
1,4-Dioxane XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
Total Organic Carbon XXX XXX XXX Report Report XXX

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

 • Benchmark value for some parameters

 • BMPs requirements

 • Types of stormwater that can be discharged through outfalls

 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.

 PA0244929 A-1, Storm Water, SIC Code 4953, Waste Management of PA Inc., 1000 New Ford Mill Road, Morrisville, PA 19067. Facility Name: Waste Management of PA—Bordentown Road Facility. This existing facility is located in Falls Township, Bucks County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of Industrial Stormwater. The NPDES permit was issued on December 19, 2017. This permit amendment replaces Other Requirement No. VII ''Seepage Management Plan'' on page 22 of NPDES permit with language under the title ''Control and Sampling Requirements for Leachate Impacted Stormwater Basins.'' Also, monitoring frequency for all parameters with Benchmark Values is revised from monthly to quarterly.

 The receiving stream(s), Unnamed Tributary to Delaware River (WWF, MF) and is located in State Water Plan watershed 2-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 Outfalls 001 and 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 XXX Report Report XXX
Color (Pt-Co Units)
 (Pt-Co Units) 		XXX XXX XXX Report Report XXX
Carbonaceous Biochemical
 Oxygen Demand (BOD5) 		XXX XXX XXX Report Report XXX
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
Oil and Grease XXX XXX XXX Report Report XXX
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX Report Report XXX
Chromium, Total XXX XXX XXX Report Report XXX
Cyanide, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Magnesium, Dissolved XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Tritium, Total (pCi/L) XXX XXX XXX Report Report XXX
1,4-Dioxane XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
Total Organic Carbon XXX XXX XXX Report Report XXX

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

 • Benchmark value for some parameters

 • BMPs for Landfill

 • Types of stormwater that can be discharged from the outfalls.

 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.

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

 PA0008231, Industrial, SIC Code 2258, Guilford Mills LLC, 1 Penn Dye Street, Pine Grove, PA 17963. Facility Name: Penn Dye & Finishing Plant. This existing facility is located in Pine Grove Borough, Schuylkill County.

 Description of Existing Activity: The application is for a renewal/transfer of an NPDES permit (and transfer of WQM Permit No. 5476203-T1) for an existing discharge of treated Industrial Waste. Previous permittees were Gold Mills LLC (NPDES permit) and Penn Dye & Finishing Co. (WQM permit).

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Dissolved Oxygen XXX XXX Report
Inst Min 		XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Antimony, Total 0.30 0.46 XXX Report Report XXX
Copper, Total Report Report XXX Report Report XXX
Selenium, Total Report Report XXX Report Report XXX
Zinc, Total Report Report XXX Report Report XXX
Acrylamide (ug/L) Report Report XXX Report Report XXX
Benzo(k)Fluoranthene (ug/L) Report Report XXX Report Report XXX
Bis(2-Chloroethyl)Ether (ug/L) Report Report XXX Report Report XXX
Dibenzo(a,h)Anthracene (ug/L) Report Report XXX Report Report XXX
Phenolics, Total (ug/L) 2.83 5.67 XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Dissolved Oxygen XXX XXX 3.0
Inst Min 		XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 20.3 25.0 XXX
 May 1 - Oct 31 XXX XXX XXX 6.77 13.54 17.0
Antimony, Total 0.30 0.46 XXX 0.017 0.027 0.042
Copper, Total Report Report XXX 0.013 0.021 0.032
Selenium, Total Report Report XXX 0.015 0.024 0.037
Zinc, Total Report Report XXX 0.122 0.190 0.305
Acrylamide (ug/L) Report Report XXX 0.961 1.499 2.402
Benzo(k)Fluoranthene (ug/L) Report Report XXX 0.052 0.081 0.13
3,4-Benzofluoranthene (ug/L) Report Report XXX 0.052 0.081 0.13
Bis(2-Chloroethyl)Ether (ug/L) Report Report XXX 0.412 0.642 1.03
Dibenzo(a,h)Anthracene (ug/L) Report Report XXX 0.052 0.081 0.13
Phenolics, Total (ug/L) 2.83 5.67 XXX 49.2 76.8 123

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		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
Total Residual Chlorine (TRC) XXX XXX XXX 0.23 XXX 0.76
Color (Pt-Co Units) (Pt-Co Units) XXX XXX XXX XXX Report
Max 		XXX
Biochemical Oxygen
 Demand (BOD5) 		141.8 283.6 XXX Report Report XXX
Chemical Oxygen
 Demand (COD) 		2,269.0 4,538.0 XXX Report Report XXX
Total Suspended Solids 417.0 834.0 XXX 25.0 50.0 75.0
Total Dissolved Solids Report Report XXX Report Report XXX
Oil and Grease 250.0 500.0 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
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) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 (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) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net 		Report
Total Mo 		XXX XXX XXX XXX XXX
Aluminum, Total Report Report XXX Report 0.750 0.750
Arsenic, Total Report Report XXX Report Report XXX
Chromium, Total 2.83 5.67 XXX Report Report XXX
Iron, Dissolved Report Report XXX Report 0.300 0.300
Iron, Total Report Report XXX Report 1.500 1.500
Manganese, Total Report Report XXX Report 1.000 1.000
Nickel, Total Report Report XXX Report Report XXX
Sulfide, Total 2.83 5.67 XXX Report Report XXX
2,3,7,8-Tetrachlorodibenzo-p-dioxin  (ug/L) XXX XXX XXX Report Report XXX
Bromoform Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
Chlorodibromomethane (ug/L) Report Report XXX Report Report XXX
1,1,1-Trichloroethane (ug/L) Report Report XXX Report Report XXX
1,1-Dichloroethane (ug/L) Report Report XXX Report Report XXX
Dichlorobromomethane (ug/L) Report Report XXX Report Report XXX
Chloroform (ug/L) Report Report XXX Report Report XXX
1,1-Dichloroethylene (ug/L) Report Report XXX Report Report XXX
cis-1,2-Dichloroethylene (ug/L) Report Report XXX Report Report XXX
Tetrachloroethylene (ug/L) Report Report XX Report Report XXX
Trichloroethylene (ug/L) Report Report XXX Report Report XXX

 The proposed effluent limits for Stormwater Outfalls Nos. 002—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 6.0
Inst Min 		XXX XXX 9.0
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX XXX XXX 30.0
Chemical Oxygen
 Demand (COD) 		XXX XXX XXX XXX XXX 120.0
Total Suspended Solids XXX XXX XXX XXX XXX 100.0
Oil and Grease XXX XXX XXX XXX XXX 30.0
Fecal Coliform (No./100 ml) XXX XXX XXX XXX XXX Report
Aluminum, Total XXX XXX XXX XXX XXX 0.750
Chromium, Total XXX XXX XXX XXX XXX Report
Iron, Total XXX XXX XXX XXX XXX 1.500
Manganese, Total XXX XXX XXX XXX XXX 1.000
Sulfide, Total XXX XXX XXX XXX XXX Report
Phenolics, Total XXX XXX XXX XXX XXX Report

 The proposed effluent limits for Internal Monitor Point/Outfall 101 are based on a design flow of 0.020 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum
Monthly
Average 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (GPD) Report Report XXX XXX XXX XXX
Filter Backwash Discharges/Day  (occur/mo) XXX XXX Report Report XXX XXX
pH (S.U.) XXX XXX Report
Inst Min 		XXX XXX Report
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX Report
Total Suspended Solids Report Report XXX Report Report XXX
Total Dissolved Solids Report Report XXX Report Report XXX
Aluminum, Total Report Report XXX Report Report XXX
Antimony, Total Report Report XXX Report Report XXX
Arsenic, Total Report Report XXX Report Report XXX
Chromium, Total Report Report XXX Report Report XXX
Copper, Total Report Report XXX Report Report XXX
Iron, Dissolved Report Report XXX Report Report XXX
Iron, Total Report Report XXX Report Report XXX
Lead, Total Report Report XXX Report Report XXX
Manganese, Total Report Report XXX Report Report XXX
Nickel, Total Report Report XXX Report Report XXX
Selenium, Total Report Report XXX Report Report XXX
Zinc, Total Report Report XXX Report Report XXX
1,1,1-Trichloroethane (ug/L) Report Report XXX Report Report XXX
1,1-Dichloroethane (ug/L) Report Report XXX Report Report XXX
cis-1,2-Dichloroethylene (ug/L) Report Report XXX Report Report XXX
Tetrachloroethylene (ug/L) Report Report XXX Report Report XXX
Trichloroethylene (ug/L) Report Report XXX Report Report XXX

 Sludge use and disposal description and location(s): Sludge is stored in operating treatment impoundments until disposed offsite.

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

 • Chesapeake Bay Nutrient conditions; Necessary property rights; Residual Management; Relation to WQM permits; BAT requirements; Chlorine minimization; O&M Plan; Raw Wastewater Pump Station Octagonal Pit condition; Certified Operator condition; Clean-up WQM Permit application condition; Groundwater monitoring; Compliance Schedule (Ammonia-N, DO); WQBEL for Toxic Pollutants; WQBELs below detection limits; Chemical Additives conditions; Stormwater conditions; Basin cleaning condition; Groundwater Remediation; Solids Management Condition

 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.

 PA0087343, Sewage, SIC Code 4952, Broad Top Township Bedford County, 187 Municipal Road, Defiance, PA 16633-0057. Facility Name: Broad Top Township Langdondale STP. This existing facility is located in Broad Top Township, Bedford County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .01445 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .01445 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Weekly
Average 		Average
Monthly 		Average
Monthly 		Weekly
Average 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		3.0 4.8 XXX 25 40 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 3.6 5.4 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000  
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 
Geo Mean 		XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX

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

 The EPA Waiver is in effect.

 PA0261572, Sewage, SIC Code 8051, Mt Hope Nazarene Retirement Comm, 3026 Mount Hope Home Road, Manheim, PA 17545-9529. Facility Name: Mt Hope Nazarene Retirement Comm. This existing facility is located in Rapho Township, Lancaster County.

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

 The receiving stream(s), Brubaker Run (TSF), is located in State Water Plan watershed 7-G and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .012 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 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Nitrate-Nitrite as N
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Total Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 15.0 XXX 30
 May 1 - Oct 31 XXX XXX XXX 5.0 XXX 10
Ammonia-Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net 		Report
Total Mo 		XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Derry Township POTW.

 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.

 PA0084026, Sewage, SIC Code 4952, Northwestern Lancaster County Authority, 97 N Penryn Road, Manheim, PA 17545-9326. Facility Name: Northwestern Lancaster County STP. This existing facility is located in Penn Township, Lancaster County.

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

 The receiving stream(s), Chiques Creek (WWF, MF), is located in State Water Plan watershed 7-G 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 .65 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instantaneous
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 XXX
Ultraviolet light
 transmittance (%) 		XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		103 151
Wkly Avg 		XXX 19 28
Wkly Avg 		38
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 163 244
Wkly Avg 		XXX 30 45
Wkly Avg 		60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 73 XXX XXX 13.5 XXX 27
 May 1 - Oct 31 24 XXX XXX 4.5 XXX 9.0
Total Phosphorus 10.8 XXX XXX 2.0 XXX 4.0
Total Dissolved Solids Report Report XXX Report Report XXX
Sulfate, Total Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
Mass Units (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Instantaneous
Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen XXX 14,612 XXX XXX XXX
Net Total Phosphorus XXX 1,826.5 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.

 PA0247855, Sewage, SIC Code 4952, Belfast Township Fulton County, 121 Homestead Lane, Needmore, PA 17238-9425. Facility Name: Needmore STP. This existing facility is located in Belfast Township, Fulton 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), Tonoloway Creek (WWF), is located in State Water Plan watershed 13-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.03 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Daily
Minimum 		Average
Monthly 		Weekly
Average 		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 XXX
Ultraviolet light
 transmittance (%) 		XXX XXX Report XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		6.2 10.0
Wkly Avg 		XXX 25.0 40.0 50.0
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 7.5 11.2
Wkly Avg 		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
Total Nitrogen Report
Annl Avg 		Report
Total
Annual 		XXX Report
Annl Avg 		XXX XXX
Total Phosphorus Report
Annl Avg 		Report
Total
Annual 		XXX Report
Annl Avg 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0083691, Industrial, SIC Code 4941, West Earl Township Lancaster County, 157 W. Metzler Road, P.O. Box 787, Brownstown, PA 17508-0202. Facility Name: West Earl Township Water Authority System. This existing facility is located in West Earl Township, Lancaster County.

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

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

 The proposed effluent limits for Outfall 002 are based on a design flow of .0030 MGD.

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 6.0
Inst Min 		XXX XXX 9.0
Total Residual
 Chlorine (TRC) 		XXX XXX XXX 0.5 XXX 1.6
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Sulfate XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX 1,500 1,875
Thallium, Total XXX XXX XXX Report XXX XXX
Mass Units (lbs) Concentrations (mg/L)
Parameters Monthly Annual Minimum Average
Monthly 		Instant.
Maximum
Ammonia—N Report Report XXX XXX Report
Kjeldahl—N Report XXX XXX XXX Report
Nitrite-Nitrate as N Report XXX XXX XXX Report
Total Nitrogen Report Report XXX XXX Report
Total Phosphorus Report Report XXX XXX Report

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

 The EPA Waiver is in effect.

 PA0262129, Sewage, SIC Code 6514, Cheryl Mishler & Gerald Mishler, 1040 Manada Bottom Road, Harrisburg, PA 17112-8824. Facility Name: Mishler SFTF. This existing facility is located in East Hanover Township, Dauphin 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), Manada Creek (CWF, MF), is located in State Water Plan watershed 7-D and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .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
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 
Geo Mean 		XXX 1,000

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

 The EPA Waiver is in effect.

 PA0039551, Sewage, SIC Code 6515, Lebanon Valley MHC, 320 Parker Street, Carlisle, PA 17013-3621. Facility Name: Lebanon Valley MHC. This existing facility is located in Bethel Township, Lebanon County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .012 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
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Ultraviolet light
 intensity (mW/cm2) 		XXX XXX Report
Daily Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max 		XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		XXX

 Sludge use and disposal description and location(s): Sludge is hauled off site periodically by a license hauler.

 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.

 PA0248185, Sewage, SIC Code 4952, Jackson Township Authority Lebanon County, 60 N Ramona Road, Myerstown, PA 17067-2149. Facility Name: Jackson Township STP. This existing facility is located in Jackson Township, Lebanon County.

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

 The receiving stream(s), Unnamed Tributary to Tulpehocken Creek (CWF), is located in State Water Plan watershed 3-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .5 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
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 104 167 XXX 25 40 50
 May 1 - Oct 31 67 104 XXX 16 25 32
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 125 187 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ultraviolet light
 Transmittance (%) 		XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 21 XXX XXX 5.1 XXX 10.2
 May 1 - Oct 31 7.1 XXX XXX 1.7 XXX 3.4
Total Phosphorus 4.1 XXX XXX 1.0 XXX 2
Total Dissolved Solids 4,170 XXX XXX 1,000.0    
Avg Qrtly 		XXX 2,000
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX

 Sludge use and disposal description and location(s): Digested sludge is periodically hauled off site by a licensed hauler.

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

 Stormwater Prohibition, Approval Contingencies, Proper Waste/solids Management, Restriction on receipt of hauled in waste under certain conditions, batch discharge condition and stormwater management requirement.

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

 The EPA Waiver is in effect.

 PA0246867, Sewage, SIC Code 6514, Plaza Management Inc., 5609 Pinehurst Way, Mechanicsburg, PA 17050-8524. Facility Name: Riverside Apartments. This existing facility is located in Reed Township, Dauphin County.

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

 The receiving stream(s), Juniata River (WWF), is located in State Water Plan watershed 12-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 .0018 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
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Daily Min 		XXX XXX XXX
Total Residual
 Chlorine (TRC) 		XXX XXX XXX 0.5 XXX 1.63
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000

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

 • Annual Maintenance Report Requirement

 • Measurement requirement of depth of septage and scum in all treatment units

 • Septic & Treatment tank pumping requirement

 • Chlorine Minimization

 • Prohibition of Stormwater Discharges

 • Collected screenings and solids Handling

 • Abandonment of the treatment facility for public sewers

 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.

 PA0087572, Industrial, SIC Code 4941, Williamstown Borough Authority Dauphin County, P.O. Box 32, Williamstown, PA 17098-0032. Facility Name: Williamstown Borough Water System. This existing facility is located in Williams Township, Dauphin 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 Wiconisco 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 0.016 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
Daily Min 		XXX 9.0 XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.21 XXX 0.68
Total Suspended Solids Report Report XXX 30 60 75
Aluminum, Total 0.16 0.24 XXX 1.20 1.80 3
Iron, Total Report Report XXX 2.0 4.0 5
Manganese, Total Report Report XXX 1.0 2.0 2.5
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

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

 • Requirement for routine cleaning of sedimentation basins

 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.

 Application No. PA0233846, Concentrated Animal Feeding Operation (CAFO), Remley Drew E (Remley Hog & Beef LLC), 1170 Salt Spring Road, Roaring Branch, PA 17765-8824. Remley Drew E has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Remley Hog & Beef LLC, located in Liberty Township, Tioga County.

 The CAFO is situated near Unnamed Tributary to Salt Spring Run (EV (existing use)) in Watershed 10-A, which is classified for High Quality-Cold Water, High Quality Waters—Cold Water Fishes, and Migratory Fish. The CAFO is designed to maintain an animal population of approximately 1,583.56 animal equivalent units (AEUs) consisting of 8,720 grow—finish pigs, 9,600 nursery pigs, 25 beef cows, 8 beef finishers, and 25 beef calves. Manure is stored in several underbarn manure storages, a circular concrete tank, and stacking areas. 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 570-327-3693.

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

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

 PA0232602, Industrial, SIC Code 4911, Panda Hummel Station LLC, P.O. Box 518, 2386 N Old Trail, Shamokin Dam, PA 17876. Facility Name: Panda Hummel Station LLC. This existing facility is located in Shamokin Dam Borough, Snyder County.

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

 The receiving stream(s), Susquehanna River (WWF, MF), is located in State Water Plan watershed 6-B 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 002 are based on a design flow of 1.553 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Free Available Chlorine XXX XXX XXX 0.2 XXX 0.5
Temperature
 (deg F) (°F) 		XXX XXX XXX XXX 110 XXX
Total Suspended
 Solids (interim) 		Report Report XXX Report Report XXX
Total Suspended
 Solids (final) 		385 1,295 XXX 30.0 100.0 125
Aluminum, Total (interim) Report Report XXX Report Report XXX
Aluminum, Total (final) 28.88 44.42 XXX 2.23 3.43 5.57
Chromium, Total 2.59 2.59 XXX 0.20 0.20 0.5
Zinc, Total 12.95 12.95 XXX 1.00 1.00 2.5
PCBs, Total (ug/L) XXX XXX XXX XXX XXX Report
Priority Pollutants, Total XXX Report
IMAX 		XXX XXX XXX Report

 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.

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

 PA0235555, Industrial, SIC Code 1222, Homer City Generation LP, 1750 Power Plant Road, Homer City, PA 15748-8009. Facility Name: Dixon Run Central Treatment Facility. This existing facility is located in Cherryhill Township, Indiana County.

 Description of Proposed Activity: The application is to renew an NPDES permit for discharges of treatment mine drainage.

 The receiving streams, Allen Run (CWF) and Two Lick Creek (TSF), are located in State Water Plan watershed 18-D and are classified for Cold Water Fishes and Trout Stocking, 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 0.044 MGD.—Limits.

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
Total Suspended Solids XXX XXX XXX 35.0 70.0 90
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Acidity, Total
 (as CaCO3) 		XXX XXX XXX Report Report XXX
Net Alkalinity XXX XXX 0.0 XXX XXX XXX
Alkalinity, Total
 (as CaCO3) 		XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Mercury, Total (ug/L) XXX XXX XXX 0.2 0.2 0.2
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, Total (ug/L) XXX XXX XXX 2.0 2.0 2
Chloride XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.044 MGD.—Limits.

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
Total Suspended Solids XXX XXX XXX 35.0 70.0 90
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Acidity, Total
 (as CaCO3) 		XXX XXX XXX Report Report XXX
Net Alkalinity XXX XXX 0.0 XXX XXX XXX
Alkalinity, Total
 (as CaCO3) 		XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX

 In addition, the permit contains the following major special conditions: requirements to sample the receiving stream each quarter at locations upstream and downstream of the active outfall (currently Outfall 001) for the following parameters: flow, pH, alkalinity, acidity, aluminum, iron, manganese, sulfate, total suspended solids, total dissolved solids, osmotic pressure, chlorides, mercury (001 only), and thallium (001 only); a requirement to report the elevation of the Dixon Run Mine Pool each quarter.

 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.

 PA0027715, Industrial, SIC Code 4953, MAX Environmental Technologies Inc., Foster Plaza # 5, 651 Holiday Drive, Pittsburgh, PA 15220-2740. Facility Name: Yukon Facility. This existing facility is located in South Huntingdon Township, Westmoreland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for discharges of treated sanitary wastewater; treated landfill leachate and groundwater; and storm water.

 The receiving streams, Sewickley Creek (WWF) and unnamed tributary to Sewickley Creek (WWF), are located in State Water Plan watershed 19-D and are classified for 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 0.048 MGD.—Limits.

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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 1.25
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 37.0 140.0 175
Total Suspended Solids XXX XXX XXX 28.0 60.0 75
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX 1,000 2,000 2,500
Oil and Grease XXX XXX XXX 15.0 XXX 30.0
Ammonia-Nitrogen XXX XXX XXX 18.9 37.9 47.2
Aluminum, Total XXX 2.34 XXX 1.0 2.0 2.5
Antimony, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX 4.0 8.0 10
Cadmium, Total XXX XXX XXX 0.025 0.05 0.0625
Chromium, Hexavalent XXX XXX XXX 0.05 0.1 0.125
Chromium, Total XXX XXX XXX 0.5 1.0 1.25
Copper, Total XXX XXX XXX 0.1 0.2 0.25
Cyanide, Free XXX XXX XXX 0.1 0.2 0.25
Iron, Total XXX 8.17 XXX 3.5 7.0 8.75
Lead, Total XXX XXX XXX 0.12 0.24 0.3
Molybdenum, Total XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX 1.0 2.0 2.5
Silver, Total XXX XXX XXX 0.005 0.01 0.0125
Sulfate, Total XXX XXX XXX XXX Report XXX
Tin, Total XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX 0.35 0.7 XXX
4,4-DDD (µg/L) XXX XXX XXX Report Report XXX
4,4-DDT (µg/L) XXX XXX XXX Report Report XXX
4,4-DDE (µg/L) XXX XXX XXX Report Report XXX
3,3-Dichlorobenzidine (ug/L) XXX XXX XXX Report Report XXX
Phenol XXX XXX XXX 0.015 0.026 0.0375
a-Terpineol XXX XXX XXX 0.016 0.033 0.04
Benzoic Acid XXX XXX XXX 0.071 0.12 0.177
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
p-Cresol XXX XXX XXX 0.014 0.025 0.035
Phenolics, Total XXX XXX XXX 0.1 0.2 0.25
Benzidine (µg/L) (Interim) XXX XXX XXX Report Report XXX
Benzidine (µg/L) (Final) XXX XXX XXX 0.118 0.184 XXX
Dieldrin (µg/L) (Interim) XXX XXX XXX Report Report XXX
Dieldrin (µg/L) (Final) XXX XXX XXX 0.071 0.111 0.177
Toxaphene (µg/L) (Interim) XXX XXX XXX Report Report XXX
Toxaphene (µg/L) (Final) XXX XXX XXX 0.002 0.002 XXX

 The proposed effluent limits for Outfalls 002 and 003 are for storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0032 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Specific Conductance (µmhos/cm) XXX XXX XXX XXX Report XXX
Chemical Oxygen
 Demand (COD) 		XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Turbidity (NTU) XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Nitrate as N XXX XXX XXX XXX Report XXX
Alkalinity, Total (as CaCO3) XXX XXX XXX XXX Report XXX
Fluoride, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total (ug/L) XXX XXX XXX XXX Report XXX
Magnesium, Dissolved XXX XXX XXX XXX Report XXX
Magnesium, Total XXX XXX XXX XXX Report XXX
Calcium, Total XXX XXX XXX XXX Report XXX
Potassium, Total XXX XXX XXX XXX Report XXX
Sodium, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Bicarbonate XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Total Organic Carbon XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0015 MGD.—Limits.

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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0
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

 The proposed monitoring requirements for Internal Monitoring Point 201 are for influent landfill leachate.

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

 Outfall 004 is authorized to discharge storm water.

 In addition, the permit contains the following major special conditions: a schedule of compliance for water quality limits; requirements applicable to storm water, chemical additives, and emergency overflows.

 Note: Effluent limits or reporting requirements are proposed for benzidine, 3,3-dichlorobenzidine, 4,4-DDD, 4,4-DDT, 4,4-DDE, dieldrin, and toxaphene because MAX Environmental Technologies (MAX) did not achieve the Department's target quantitation limits for the permit application's required analyses. The Department will allow MAX to analyze new samples for these pollutants during the 30-day draft permit comment period. If MAX verifies that the pollutants are not present in its wastewater discharges at the Department's quantitation limits, monitoring requirements or effluent limitations for those pollutants may be eliminated 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 not in effect.

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

 PA0029122, Sewage, SIC Code 4952, Saxonburg Borough Area Authority, 420 West Main Street, Saxonburg, PA 16056-9517. Facility Name: Saxonburg Area Authority STP. This existing facility is located in Saxonburg Borough, Butler County.

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

 The receiving stream, the Connoquenessing Creek (WWF), is located in State Water Plan watershed 20-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.05 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 XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Nov 1 - Apr 30 427 684 XXX 25.0 40.0 50
 May 1 - Oct 31 256 427 XXX 15.0 25.0 30
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 513 769 XXX 30 45 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 231 XXX XXX 13.5 XXX 27
 May 1 - Oct 31 77 XXX XXX 4.5 XXX 9
Total Phosphorus 34.2 XXX XXX 2.0 XXX 4

 Sludge use and disposal description and location(s): Sludge is not used, any generated is disposed of at the Seneca Landfill.

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

 • Solids Management

 • Whole Effluent Toxicity (WET)

 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 not in effect.

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

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

 WQM Permit No. WQG02391901, Sewage, Upper Saucon Township Municipal Authority Lehigh County, 5500 Camp Meeting Road, Center Valley, PA 18034-9444.

 This proposed facility is located in Upper Saucon Township, Lehigh County.

 Description of Proposed Action/Activity: The project is for the construction of a pump station to serve the proposed Locust Valley Development. Sewage from the Development will be collected by a gravity collection system. The proposed pump station will have a concrete below grade wet well with two submersible pumps, a precast concrete below grade valve vault, and an above ground control building.

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

 WQM Permit No. 3886403, Amendment # 3, Sewerage, Summit International School of Ministry, 74 Harrison School Road, Grantville, PA 17028-8222.

 This proposed facility is located in East Hanover Township, Dauphin County.

 Description of Proposed Action/Activity: Seeking permit approval to abandon the existing tertiary filtration system; flow meter to remain within chamber.

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

 WQM Permit No. 6319402, Sewage, North Strabane Township Municipal Authority Washington County, 68 E Pike Street, Canonsburg, PA 15317-1375.

 This proposed facility is located in Cecil Township, Washington County.

 Description of Proposed Action/Activity: Construction of a submersible pump station and approximately 1,700 feet of six inch diameter force main to serve the proposed Greenwood Village development.

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

 WQM Permit No. 1619406, Sewage, John Godlesky, 74 Cedar Lane, Leeper, PA 16233-2324.

 This proposed facility is located in Farmington Township, Clarion County.

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

 WQM Permit No. 1019407, Sewage, Thomas Rabbitt, 299 Rabbitt Road, Chicora, PA 16025.

 This proposed facility is located in Donegal Township, Butler County.

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

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

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

 PAI132231, MS4, Alburtis Borough, 260 Franklin Street, P.O. Box 435, Alburtis, PA 18011-5008. 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 Alburtis Borough, Lehigh County. The receiving streams, Swabia Creek (HQ-CWF, MF) and Little Lehigh Creek (HQ-CWF, MF), are located in State Water Plan watershed 2-C and are 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 570-826-5472.

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

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

 PAI136113, MS4, Leetsdale Borough, 373 Beaver Street, Leetsdale, PA 15056. 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 Leetsdale Borough, Allegheny County. The receiving streams, Little Sewickley Creek (HQ-TSF), Ohio River (WWF), and Big Sewickley Creek (TSF), are located in State Water Plan watershed 20-G and are classified for Warm Water Fishes, Trout Stocking, and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 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 412-442-4000.

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

 PAI136108, MS4, Leet Township, 198 Ambridge Avenue, Ambridge, PA 15003-1278. 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 Leet Township, Allegheny County. The receiving streams, Big Sewickley Creek (TSF), and Little Sewickley Creek (HQ-TSF), are located in State Water Plan watershed 20-G and are classified for Trout Stocking and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 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 412-442-4000.

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

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

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

 Luzerne Conservation District, 325 Smiths Pond Road, Shavertown, PA 18708.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD400031 PennDOT District 4-0
Susan Hazleton
55 Keystone Industrial Park
Dunmore, PA 18512
Luzerne Hazle Twp Cross Run
(CWF, MF)
UNT to Cross Run
(CWF, MF)
Cranberry Creek
(CWF, MF) Tomhicken Creek
(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
PAD480111 Gail Putvinski
Washington Twp
1021 Washington Blvd
Bangor, PA 18013
Northampton Washington Twp Waltz Creek
(HQ-CWF, MF)
EV Wetlands

 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
PAD380009 Landmark Homes at 897, Inc.
1737 West Main Street
Ephrata, PA 17522
Lebanon Heidelberg Township UNT Hammer Creek CWF
EV and
Other Wetlands

 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
PAD650021 Redevelopment Authority of
Westmoreland County
40 North Pennsylvania Avenue
Greensburg, PA 15601
Westmoreland County Derry Borough UNT to McGee Run
(CWF)
VII. List of NOIs for NPDES and/or Other General Permit Types.
PAG-12 CAFOs
PAG-13 Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)
CAFO Notices of Intent Received.

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

 NPDES Permit No. PAG123699 A-1, CAFO, Blue Berry Hill Farm Inc., 2950 Centennial Road, Hanover, PA 17331-8759.

 This existing facility is located in Mount Pleasant Township, Adams County.

 Description of size and scope of existing operation/activity: Swine (Grow—Finish), Horses: 594.23 AEUs.

 The receiving stream, South Branch Conewago Creek (WWF, MF), is in watershed 7-F 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.

 NPDES Permit No. PAG124824 A-1, CAFO, Rodney E Lane, 1982 Harrison Fox Hill Road, Harrison Valley, PA 16927-9426.

 This existing facility is located in Harrison Township, Potter County.

 Description of size and scope of existing operation/activity: Swine (Grow—Finish), Beef (Bulls, Cows, Steers, Calves): 791.91 AEUs.

 The receiving stream, Unnamed Tributary to North Branch Cowanesque River (CWF, MF) and Unnamed Tributary to North Branch Cowanesque River (CWF), is in watershed 4-A and classified for: Cold Water Fishes and Migratory 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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