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PA Bulletin, Doc. No. 14-1042

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[44 Pa.B. 2875]
[Saturday, May 17, 2014]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTION 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?
PA0060879
(Sewage) 		Country Club Estates
Condominium Association
324 Country Club Road
Lehighton, PA 18235
Carbon County
Mahoning Township 		Unnamed Tributary to Mahoning Creek (2-B) Y
 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?
PA0034754—
SEW 		Frank T. Perano
GSP Management Company
(Alex Acres MHP)
PO Box 677)
Morgantown, PA 19543 		Dauphin County /
Halifax Township 		Gurdy Run / 6C Y
PA0084085—
SEW 		John D. Walter
Country View Estates Mobile Home Park
PO Box 175
Newville, PA 17241 		Cumberland County
Upper Frankford Township 		UNT of Bloser Creek / 7-B Y
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed#) 		EPA Waived
Y/N?
PA0222844 (Industrial Waste) Ellwood Industrial Facilities Oxygen Generation Plant
700 Moravia Street
New Castle, PA 16101 		Lawrence County
New Castle City 		Shenango River
(20-A) 		Y
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

 PA0055689, SIC Code 4952, Clemens Andrew S & Clemens Elaine R, 485 Camp Rock Hill Road, Quakertown, PA 18951. Facility Name: Clelmens SRSTP. This existing facility is located in Richland Township, Bucks County.

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

 The receiving stream(s), Butler Creek, is located in State Water Plan watershed 2D and is classified for High Quality Waters—Trout Stocking and Mi, 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 0.00005 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX Report Report XXX Report
CBOD5
 May 1 - Oct 31 XXX XXX XXX 10 XXX 20
 Nov 1 - Apr 30 XXX XXX XXX 20 XXX 40
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200#/100 ml Geo Mean XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3 XXX 6
 Nov 1 - Apr 30 XXX XXX XXX 9 XXX 18

 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.

 PA0039004, Sewage, SIC Code 4952, Upper Gwynedd—Towamencin Municipal Authority, 2225 Kriebel Road, Lansdale, PA 19446. Facility Name: Upper Gwynedd-Towamencin STP. This existing facility is located in Towamencin Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage from Upper Gwynedd—Towamencin STP.

 The receiving stream(s), Towamencin Creek, is located in State Water Plan watershed 3-E and is classified for Trout Stocking, Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The nearest public water supply intake is for Aqua PA—Perkiomen Creek Intake

 The proposed effluent limits for Outfalls 001, 002, and 003 are based on a design flow of 6.5 MGD.

 PA0058564, Sewage, SIC Code 4952, 7032, Girl Scouts Of Freedom Valley, P O Box 814, Valley Forge, PA 19482. Facility Name: Camp Tohikanee STP. This existing facility is located in Haycock Township, Bucks County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Instant.
Maximum
Flow (GPD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 0.9
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Total Dissolved Solids XXX XXX XXX Report
Daily Max 		XXX XXX
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 50 
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 50 
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX 10 XXX 20
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 XXX XXX XXX 3.0 XXX 6.0
Total Phosphorus XXX XXX XXX 0.5 XXX 1.0

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

 • Designation of Responsible Operator

 • Remedial Measures

 • No Stormwater

 • Change in Ownership

 • TRC Minimization

 • Sludge Disposal

 • Special Protection Waters

 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.

Mass (lb/day) Concentration (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 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.014 XXX 0.047
CBOD5
 Influent Report XXX XXX Report XXX XXX
 May 1 - Oct 31 540  815
Wkly Avg 		XXX 10  15
Wkly Avg 		20
 Nov 1 - Apr 30 1,085 1,625
Wkly Avg 		XXX 20  30
Wkly Avg 		40
BOD5
 Influent Report XXX XXX Report XXX XXX
Total Suspended Solids
 Influent Report XXX XXX Report XXX XXX
Total Suspended Solids 1,625 2,440
Wkly Avg 		XXX 30   45
Wkly Avg 		60
Total Dissolved Solids
 (Interim) XXX XXX XXX Report Report XXX
 (Final) Report Report XXX 1,000 2,000 2500
Osmotic Pressure (mOs/kg) XXX XXX XXX Report XXX XXX
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean 		XXX 1,000
UV Transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 54 XXX XXX 1.0 XXX 2.0
 Nov 1 - Apr 30 108 XXX XXX 2.0 XXX 4.0
Total Phosphorus
 Apr 1 - Oct 31 51 XXX XXX 1.0 XXX 2.0
 Nov 1 - Mar 31 102 XXX XXX 2.0 XXX 4.0
Total Aluminum Report Report XXX Report Report XXX
Total Copper 1.14 1.73 XXX 0.021 0.032 0.042
Total Iron 84.5 132 XXX 1.56 2.44 3.12
Sulfate Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report XXX
Chronic Toxicity
 Ceriodaphnia Survival
 (TUc) 		XXX XXX XXX Report
Daily Max 		XXX XXX
 Ceriodaphnia Reproduction
 (TUc) 		XXX XXX XXX Report
Daily Max 		XXX XXX
 Pimephales Survival (TUc) XXX XXX XXX Report
Daily Max 		XXX XXX
 Pimephales Growth (TUc) XXX XXX XXX Report
Daily Max 		XXX XXX

 The proposed effluent limits for Outfalls 004, 005, 006 and 007 are based on a stormwater event.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Annual
Average 		Instant.
Maximum
pH (S.U.) XXX XXX XXX Report XXX Report
CBOD5 XXX XXX XXX Report XXX Report
Chemical Oxygen Demand XXX XXX XXX Report XXX Report
Total Suspended Solids XXX XXX XXX Report XXX Report
Oil and Grease XXX XXX XXX Report XXX Report
Fecal Coliform (CFU/100 ml) XXX XXX XXX Report XXX Report
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX Report
Total Phosphorus XXX XXX XXX Report XXX Report
Dissolved Iron XXX XXX XXX Report XXX Report

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

 • No Stormwater in Sewers

 • Obtain Necessary Property Rights

 • Proper Sludge Disposal

 • Chlorine Minimization

 • Small Stream Discharge

 • Notification of Responsible Owner

 • O&M Plan

 • High Flow Management Plan

 • Definition Osmotic Pressure

 • Total Dissolved Solids Limits

 • Fecal Limits

 • TRC Limits Below Detection Limits

 • Stormwater Requirements

 • Site Specific Copper Criteria

 The copper limits contained in this permit are based on site-specific copper criteria recommended in a Biotic Ligand Model (BLM) study by Tichler/Kocurek (August 2011). The BLM method for developing site-specific copper criteria is recommended by the federal EPA's in their updated aquatic life criteria for copper. The BLM study recommended site-specific total copper criteria of 30.6 ug/l (CMC) and 19 mg/l (CCC). Copper limits were developed based on the recommended criteria using the Department's PENTOXSD model. Based on a design stream flow (Q7-10) of 0.43-cfs, the site-specific water-quality based effluent limit (WQBEL) for total copper was calculated as 21 mg/l (average monthly) and 32 mg/l (daily maximum).

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

 The EPA Waiver is not in effect.

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

 PA0060097, Sewage, SIC Code 4952, PA American Water Co., 100 North Pennsylvania Avenue, Wilkes-Barre, PA 18701. Facility Name: Pocono Country Place. This existing facility is located in Coolbaugh Township, Monroe County.

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

 The receiving stream(s), Dresser Run, is located in State Water Plan watershed 2-A and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.25 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Dissolved Oxygen XXX XXX 7.0 XXX XXX XXX
CBOD5 104 XXX XXX 10.0 15.0 20.0
Total Suspended Solids 208 XXX XXX 20.0 30.0 40.0
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N 114 XXX XXX 11.0 XXX 22.0
Total Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 24 XXX XXX 2.3 XXX 4.6
 Nov 1 - Apr 30 72 XXX XXX 7.0 XXX 14.0
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Phosphorus 10.4 XXX XXX 1.0 XXX 2.0
Total Aluminum Report XXX XXX Report XXX XXX
Total Copper (Interim) Report XXX XXX XXX Report XXX
Total Copper (Final) Report XXX XXX XXX 0.010 XXX
Total Iron XXX XXX XXX Report XXX XXX
Total Manganese XXX XXX XXX Report XXX XXX
Total Zinc 0.9 XXX XXX 0.088 XXX XXX

 The proposed effluent limits for Stormwater Outfalls 002 & 003 are based on a design flow of 0.000000 MGD (stormwater only).

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

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

 • Standard Sewage Conditions (stormwater prohibition for sewerage system; necessary property rights; residuals management; Planning), emergency disinfection, discharge/stream changes, schedule for compliance (copper), Whole Effluent Testing conditions, and Stormwater conditions.

 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.

 PAS322203, Storm Water, SIC Code 2297, Monadnock Non-Wovens LLC, 5110 Park Court, Mount Pocono, PA 18344. Facility Name: Monadnock Non-Wovens LLC. This proposed facility is located in Coolbaugh Township, Monroe County.

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

 The receiving stream(s), Red Run (Pocono Summit Lake), is located in State Water Plan watershed 02A and is classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 & 002* are based on a design flow of 0.000000 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX Report XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 *Outfall 002 will only require sampling in event of industrial materials or industrial activities in that drainage area.

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

 • Necessary property rights; and standard stormwater conditions. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-826-5472.

 The EPA Waiver is in effect.

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

 PA0080349, Sewage, SIC Code 6515, Chesapeake Estates of Thomasville (Martin W. Clarence & Cleve D. Sherrill), 585 Martin Road, Gettysburg, PA 17325. Facility Name: Chesapeake Estates of Thomasville. This proposed facility is located in Jackson Township, York County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.058 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.22 XXX 0.77
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 3.0 XXX 6.0
 Nov 1 - Apr 30 XXX XXX XXX 9.0 XXX 18
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0
Total Phosphorus (lbs/year) XXX Report
Annual Avg. 		XXX Report
Annual Avg 		XXX XXX
Total Nitrogen (lbs/year) XXX Report
Annual Avg. 		XXX Report
Annual 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.

 PA0262072, Industrial Waste, SIC Code 2033, Knouse Foods Cooperative, Inc., 800 Peach Glen—Idaville Road, Peach Glen, PA 17375. Facility Name: Knouse Food Peach Glen Fruit Processing Facility. This proposed facility is located in Tyrone & Huntington Townships, Adams County.

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

 The receiving stream, Unnamed Tributary to Bermudian Creek, is located in State Water Plan watershed 7-F and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.400 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 Min XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 Min XXX XXX XXX
Color (Pt-Co Units)
 (Interim) XXX XXX Report Report XXX XXX (
 (Final) XXX XXX Report 91 XXX XXX
BOD5 18.1 36.2 10 20 XXX 25
Total Suspended Solids 18.1 36.2 10 20 XXX 25
Total Dissolved Solids 3620 7239 2000 4000 XXX XXX
Oil and Grease 27.1 XXX 15 XXX XXX 30
Ammonia-Nitrogen
 May 1 - Oct 31 3.6 7.2 2.0 4.0 XXX 5.0
 Nov 1 - Apr 30 10.9 21.7 6.0 12.0 XXX 15.0
Total Nitrogen 21.7 43.4 12 24 XXX 2.5
Total Phosphorus
 (Interim) 1.8 3.6 1.0 2.0 XXX 2.5
 (Final) 0.9 1.8 0.5 1.0 XXX 1.25
Total Aluminum 1.053 1.643 0.582 0.908 XXX 1.455
Total Copper Report Report Report Report XXX Report
Dissolved Iron 0.657 1.024 0.363 0.566 XXX 0.908
Total Iron 3.285 5.125 1.815 2.832 XXX 4.538
Total Lead Report Report Report Report XXX Report
Total Manganese Report Report Report Report XXX Report
Total Zinc 0.168 0.262 0.0929 0.1450 XXX 0.2322

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.005 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Geometric
Mean 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 Min XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 Min XXX XXX XXX
CBOD5 XXX XXX 25  XXX XXX 50
Total Suspended Solids XXX XXX 30  XXX XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000 XXX 10000
UV Transmittance (%) XXX XXX Report Min Report
Avg Mo 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX 25.0     XXX XXX 50.0
 Nov 1 - Apr 30 XXX XXX Report XXX XXX Report

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Daily
Maximum 		Instant.
Maximum
pH (S.U.)
 Other Stormwater XXX XXX XXX Report XXX XXX
Dissolved Oxygen
 Other Stormwater XXX XXX XXX Report XXX XXX
CBOD5
 Other Stormwater XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Other Stormwater XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Daily
Maximum 		Instant.
Maximum
pH (S.U.)
 Other Stormwater XXX XXX XXX Report XXX XXX
Dissolved Oxygen
 Other Stormwater XXX XXX XXX Report XXX XXX
CBOD5
 Other Stormwater XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Other Stormwater XXX XXX XXX Report XXX 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 (lbs) Concentration (mg/l)
Parameters 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 0 XXX XXX XXX
Net Total Phosphorus Report 0 XXX XXX XXX

 The proposed monitoring requirements and, where appropriate, effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 002.

Mass (lbs) Concentration (mg/l)
Parameters 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 0 XXX XXX XXX
Net Total Phosphorus Report 0 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.

 PA0009326, Industrial Waste, SIC Code 2033, 2037, Motts LLP, 45 Aspers North Road, Aspers, PA 17304. Facility Name: Motts LLP. This existing facility is located in Menallen Township, Adams 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), Opossum Creek, is located in State Water Plan watershed 7-F 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 1.04 MGD.

Mass (lb/day) Concentration (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 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
CBOD5
 May 1 - Oct 31 104 208 XXX 12 24 30
 Nov 1 - Apr 30 217 434 XXX 25 50 62.5
Total Suspended Solids 260 520 XXX 30 60 75
Ammonia-Nitrogen
 May 1 - Oct 31 13 26 XXX 1.5 3.0 3.75
 Nov 1 - Apr 30 22 43 XXX 2.5 5.0 6.25
Total Phosphorus XXX XXX XXX 2.0 4.0 5.0
Total Dissolved Solids Report Report XXX Report Report XXX
Sulfate Report Report XXX Report Report XXX
Chloride Report Report XXX Report Report XXX
Bromide Report Report XXX Report Report 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 (lbs) Concentration (mg/l)
Parameters 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 18645 XXX XXX XXX
Net Total Phosphorus Report 729 XXX XXX XXX

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

 • Chesapeake Bay Requirements

 • Chemical Additives

 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.

 PA0248088 A-1, Sewage, SIC Code 4952, Pennsylvania American Water Company, 800 West Hersheypark Drive, Hershey, PA 17033. Facility Name: Cashtown-Mcknightstown STP. This existing facility is located in Franklin Township, Adams County.

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

 The receiving stream, Unnamed Tributary to Marsh Creek, is located in State Water Plan watershed 13-D and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.200 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		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
Total Residual Chlorine XXX XXX XXX 0.051 XXX 0.166
CBOD5 41.7 66.7
Wkly Avg 		XXX 25 40 50
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 50.0 75.1
Wkly Avg 		XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 4.2 XXX XXX 2.5 XXX 5.0
 Nov 1 - Apr 30 12.5 XXX XXX 7.5 XXX 15
Total Phosphorus Report XXX XXX Report XXX 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 (lbs) Concentration (mg/l)
Parameters 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

 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.

 PA0021644, Sewage, SIC Code 4952, Dover Borough, 46 Butter Road, Dover, PA 17315. Facility Name: Dover Borough Wastewater Treatment Plant. This existing facility is located in Dover Borough, York County.

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

 The receiving stream, Fox Run, is located in State Water Plan watershed 7-F and is classified for Trout Stocking and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.

Mass (lb/day) Concentration (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
CBOD5
 May 1 - Oct 31 96 142 XXX 23 34 46
 Nov 1 - Apr 30 104 154 XXX 25 37 50
BOD5
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 125 188 XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean 		XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000  
Geo Mean 		XXX 10000
UV Intensity (mW/cm2) XXX XXX ReportReport XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 6.3 XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 18.8 XXX XXX4.5 XXX 9.0
Total Phosphorus 8.3 XXX XXX 2.0 XXX 4.0

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

Mass (lbs) Concentration (mg/l)
ParametersMonthly 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 7306 XXX XXX XXX
Net Total Phosphorus Report 974 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 717-705-4732.

 The EPA Waiver is not in effect.

 PA0033774, Sewage, SIC Code 6515, York Regent Acres LP, 4775 N Sherman Street, Mt Wolf, PA 17347. Facility Name: Regent Acres MHP. This existing facility is located in Newberry Township, York County.

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

 The receiving stream(s), UNT of Fishing Creek, is located in State Water Plan watershed 7-E and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (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 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.037 XXX 0.12
CBOD5 XXX XXX XXX 15.0 XXX 30.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3.0
 Nov 1 - Apr 30 XXX XXX XXX 4.5 XXX 9.0
Total Phosphorus XXX XXX XXX 2.0 XXX 4.0

 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.

 PA0008281, SIC Code 4911, PPL Brunner Island LLC, 2 N. 9th Street, Allentown, PA 18101-1139. Facility Name: PPL Brunner Island Power Station. This existing facility is located in East Manchester Township, York County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial effluents and non-contact cooling water.

 The receiving streams, Susquehanna River, Conewago Creek and Hartman Run, are located in State Water Plan watershed 7-F, 7-G and 7-H and are 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 (non-contact cooling water) are based on a design flow of 795 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX 6.0 Min XXX 9.0
Total Residual Oxidants XXX XXX 0.2    XXX 0.2
Temperature (°F)
 Intake XXX XXX Report Report XXX
Temperature (°F) XXX XXX Report Report 110
Hourly Temperature Change (°F)
 Instream Monitoring XXX XXX XXX XXX 2.0
Heat Rejection Rate (MBTUs/day)
 Dec 1 - Feb 28 XXX 167,040 XXX XXX XXX
 Mar 1 - Apr 30, Nov 1-30 XXX 91,870 XXX XXX XXX
 May 1-31, Oct 1-31 XXX 83,520 XXX XXX XXX
 Jun 1 - Sep 30 XXX 75,170 XXX XXX XXX
Trihalomethanes XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 002 (coal pile runoff and low volume wastes) are based on a design flow of 2.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX 6.0 Min XXX 9.0
Oil and Grease XXX XXX 15      20 30
Total Suspended Solids XXX XXX 30      50 50
Total Aluminum XXX XXX XXX Report XXX
Total Arsenic XXX XXX XXX Report XXX
Total Boron XXX XXX XXX Report XXX
Total Cadmium XXX XXX XXX Report XXX
Total Chromium XXX XXX XXX Report XXX
Total Copper XXX XXX XXX Report XXX
Total Iron XXX XXX XXX Report XXX
Total Lead XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX Report XXX
Total Molybdenum XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX Report XXX
Total Selenium XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 (sewage effluent) are based on a design flow of 0.032 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 1.0
BOD5 XXX XXX XXX 25 50
Total Suspended Solids XXX XXX XXX 30 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000 10,000
Ammonia-Nitrogen XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX 2.0 XXX

 The proposed effluent limits for Outfall 004 (bottom ash transport water and low volume wastes) are based on a design flow of 4.8 MGD. These limits will remain in effect until closure of the Ash Basin No. 6.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX     6.0 Min XXX 9.0
Total Suspended Solids XXX XXX 30 50 50
Oil and Grease XXX XXX 15 20 30
Total Aluminum XXX XXX XXX Report XXX
Total Arsenic XXX XXX XXX Report XXX
Total Boron XXX XXX XXX Report XXX
Total Cadmium XXX XXX XXX Report XXX
Total Chromium XXX XXX XXX Report XXX
Total Copper XXX XXX XXX Report XXX
Total Iron XXX XXX XXX Report XXX
Total Lead XXX XXX XXX Report XXX
Total Manganese XXX XXX XXX Report XXX
Total Mercury XXX XXX XXX Report XXX
Total Molybdenum XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX Report XXX
Total Selenium XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 005 (bottom ash transport water, low volume wastes and landfill leachate) are based on a design flow of 5.5 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX 6.0 Min  XXX 9.0
Oil and Grease 688 917 15 20 30
Total Suspended Solids 1,376 2,294 30 50 50
Total Aluminum 13.3 26.6 0.29 0.58 0.73
Total Arsenic 0.275 0.55 0.006 0.012 0.015
Total Boron 9.2 18.4 0.2 0.4 0.5
Total Cadmium 0.0092 0.0184 0.0002 0.0004 0.0005
Total Chromium 0.092 0.184 0.002 0.004 0.005
Total Copper 0.183 0.367 0.004 0.008 0.010
Total Iron 12.4 24.8 0.27 0.54 0.68
Total Lead 0.046 0.092 0.001 0.002 0.0025
Total Manganese XXX XXX XXX Report XXX
Total Mercury 0.00021 0.00042 0.0000046 0.0000092 0.0000115
Total Molybdenum 0.46 0.92 0.01 0.02 0.025
Total Nickel 0.46 0.92 0.01 0.02 0.025
Total Selenium 0.092 0.184 0.002 0.004 0.005
Total Zinc 0.69 1.38 0.015 0.030 0.038

 The proposed effluent limits for Internal Monitoring Point (IMP) 501 (metal cleaning waste rinses) are as follows.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX    6.0 Min XXX 9.0
Total Suspended Solids XXX XXX 30 100 XXX
Oil and Grease XXX XXX 15 20 30
Total Copper XXX XXX 1.0 1.0 XXX
Total Iron XXX XXX 1.0 1.0 XXX

 The proposed effluent limits for Outfall 007 (flue gas desulfurization wastewater) are based on a design flow of 0.52 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX
pH (S.U.) XXX XXX 6.0 Min XXX 9.0
Oil and Grease 65 86.7 15 20 30
Total Suspended Solids 130 434 30 100 100
Total Aluminum 1.73 3.46 0.4 0.8 1.0
Total Arsenic 0.087 0.173 0.02 0.04 0.05
Total Cadmium 0.074 0.148 0.017 0.034 0.043
Total Chromium 0.364 0.728 0.084 0.168 0.21
Total Copper 0.065 0.13 0.015 0.030 0.038
Total Mercury 0.0082 0.0164 0.00189 0.00378 0.00473
Total Molybdenum 0.26 0.52 0.06 0.12 0.15
Total Nickel 3.4 6.8 0.78 1.56 1.95
Total Selenium 5.2 10.4 1.2 2.4 3.0
Total Thallium 0.022 0.044 0.005 0.01 0.013
Total Zinc 0.178 0.356 0.041 0.082 0.103
Total Dissolved Solids XXX XXX Report Report XXX
Chloride XXX XXX Report Report XXX
Bromide XXX XXX Report Report XXX
Sulfate XXX XXX Report Report XXX
Fluoride XXX XXX Report Report XXX
Total Antimony XXX XXX Report Report XXX
Total Boron XXX XXX Report Report XXX
Total Iron XXX XXX Report Report XXX
Total Lead XXX XXX Report Report XXX
Total Manganese XXX XXX Report Report XXX
Ammonia-N Report
Total Mo 		Report
Total Annual 		Report XXX XXX
Total Kjeldahl Nitrogen (TKN) Report
Total Mo 		XXX Report XXX XXX
Nitrate-Nitrite as N Report
Total Mo 		XXX Report XXX XXX
Total Nitrogen Report
Total Mo 		Report
Total Annual 		Report XXX XXX
Total Nitrogen
 Intake Report
Total Mo 		XXX Report XXX XXX
Total Phosphorus Report
Total Mo 		Report
Total Annual 		Report XXX XXX
Total Phosphorus
 Intake Report
Total Mo 		XXX Report XXX XXX
Net Total Nitrogen Report
Total Mo 		0
Total Annual 		XXX XXX XXX
Net Total Phosphorus Report
Total Mo 		0
Total Annual 		XXX XXX XXX

 Outfalls 006, 013, 014, 015 and 026 (stormwater outfalls) will be monitored for pH, Oil and Grease, Total Aluminum, Total Arsenic, Total Boron, Total Cadmium, Total Chromium, Total Copper, Total Iron, Total Lead, Total Manganese, Total Mercury, Total Molybdenum, Total Nickel, Total Selenium, and Total Zinc.

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

 • 316(a) variance with temperature and biological monitoring requirements for Outfall 001

 • 316(b) requirements for cooling water intake structures

 • Chesapeake Bay requirements for Outfall 007

 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 Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701

 PA0232505, Sewage, SIC Code 4952, Brady Township Clearfield County, 3906 Shamokin Trail, Luthersburg, PA 15848. Facility Name: Brady Township STP. This proposed facility is located in Brady Township, Clearfield County.

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

 The receiving stream(s), Unnamed Tributary to Luthersburg Branch, is located in State Water Plan watershed 17-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.04 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 8.3 XXX XXX 25 XXX 50
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 10 XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200  
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000  
Geo Mean 		XXX 10,000

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

 The EPA Waiver is in effect.

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

 PA0239500, Sewage, SIC Code 4952, 8811, Spellman Richard L, 2200 Brickyard Road, North East, PA 16428. Facility Name: Richard L Spellman SRSTP. This proposed facility is located in North East Township, Erie County.

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

 The receiving stream is an unnamed tributary to Twelvemile Creek, located in State Water Plan watershed 15-A and classified for High Quality Waters—Cold Water Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine XXX XXX XXX Report XXX XXX
BOD5 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 XXX

 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.

 PA0272761, Storm Water, SIC Code 2421, ITL Corporation, 23925 Commerce Park Boulevard, Beachwood, OH 44122. Facility Name: Industrial Timber & Lumber Marienville Facility. This proposed facility is located in Jenks Township, Forest County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of Storm Water runoff from a sawmill.

 The receiving streams, an Unnamed Tributary to the Salmon Creek and an Unnamed Tributary to the Maple Creek, are located in State Water Plan watersheds 16-F and 17-B and are classified for High Quality Waters—Cold 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 0.000000 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.000000 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.000000 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.000000 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.000000 MGD.

Mass (lbs/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Chemical Oxygen Demand XXX XXX XXX Report XXX XXX
Total Suspended Solids XXX XXX XXX Report XXX XXX

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

 • Requirement to Use eDMR System

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is in effect.

III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law
IV. NPDES Applications for Stormwater Discharges from MS4

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

 PAI136104, MS4, White Oak Borough Allegheny County, 2280 Lincoln Way, White Oak, PA 15131-2408. 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 White Oak Borough, Allegheny County. The receiving stream(s), Crooked Run, Jacks Run, Long Run and Youghiogheny River, is located in State Water Plan watershed 19-A and 19-D and is classified for Trout Stocking, High Quality Waters—Trout Stocking and Warm Water Fishes, aquatic life, water supply and recreation.

 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 not effect.

V. Applications for NPDES Waiver Stormwater Discharges from MS4
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities

 Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI01
1514007 		East Whiteland Township
209 Conestoga Road
Frazer, PA 19335 		Chester East Whiteland Township Unnamed Tributary
to Valley Creek
EV
PAI01
1514008 		Upper Uwchlan Township
140 Pottstown Pike
Chester Springs, PA 19425 		Chester Upper Uwchlan Township Unnamed Tributary
to Marsh Creek
HQ—TSF—MF

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

Permit # Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI032814001 Chambersburg Area
School District 		Franklin Chambersburg Boro Falling Spring Branch
(HQ-CWF)
PAI033612009(1) Andrew Maines-Welsh Mountain Home
567 Springville Road
New Holland, PA 17557 		Lancaster Salisbury Twp UNT Richardson Run
(HQ-CWF)

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

 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
PAI041403017(4) Penn State Univ—OPP
106A Physical Plant Bldg
University Park PA 16803 		Centre State College Borough Thompson Run
HQ
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs
CAFO Notices of Intent Received

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

 PAG123551, CAFO, Eugene Weiler, Weiler Farm #2, 350 East Mill Avenue, Myerstown, PA 17067.

 This proposed facility is located in South Londonderry Township, Lebanon County.

 Description of Size and Scope of Proposed Operation/Activity: a 1250 AEU new poultry (broiler) and existing swine operation.

 The receiving stream, UNT Little Conewago Creek, is in watershed 7-G, and classified for: TSF.

 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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