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PA Bulletin, Doc. No. 14-1255

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[44 Pa.B. 3575]
[Saturday, June 14, 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. CodeChapter 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

 Southeast Region: Clean Water Program Manager, 2 East Main Street, Norristown, PA 19401. Phone: 484.250.5970

NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0038296
(Storm Water) 		Sunoco Partners Marketing & Terminals, L.P.
Willow Grove Terminal
3290 Sunset Lane
Hatboro, PA 19040 		Montgomery County
Upper Moreland Township 		Unnamed Tributary to Pennypack Creek
(3-J) 		Y
PA0053074
(Sewage) 		Valley Green Corporate
Center STP
7111 Valley Green Road
Fort Washington, PA 19034-2207 		Montgomery County
Whitemarsh Township 		Sandy Run
(3-F) 		Y
PA0057789
(Sewage) 		River Park STP
River & Manor Roads
Miquon, PA 19452 		Montgomery County
Whitemarsh Township 		Schuylkill River via Manor Creek
(3-F) 		Y
 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?
PA0063118
(Industrial Waste) 		Tri-Cel Plastics
1149 Franklin Street
Old Forge, PA 18518-1226 		Lackawanna County
Old Forge Borough 		Saint John's Creek
(5-A) 		Y
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

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

 PA0217026, SIC Code 3443, Cemline Corporation, P.O. Box 55, Cheswick, PA 15024. Facility Name: Cemline Harmar Facility. This existing facility is located in Harmar Township, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of untreated hydrostatic pressure testing wastewater and storm water runoff.

 The receiving stream, Allegheny River, is located in State Water Plan watershed 18-A 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 0.005 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
Total Residual Chlorine
 (Interim) XXX XXX XXX Report XXX Report
 (Final) XXX XXX XXX 0.5 XXX 1.6
Total Suspended Solids XXX XXX XXX 30 XXX 60
Dissolved Iron XXX XXX XXX Report XXX 7.0

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.01 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
Total Residual Chlorine
 (Interim) XXX XXX XXX Report XXX Report
 (Final) XXX XXX XXX 0.5 XXX 1.6
Total Suspended Solids XXX XXX XXX 30 XXX 60
Phenol XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.01 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 XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine
 (Interim) XXX XXX XXX Report XXX Report
 (Final) XXX XXX XXX 0.5 XXX 1.6
Total Suspended Solids XXX XXX XXX 30 XXX 60
Dissolved Iron XXX XXX XXX Report XXX 7.0
Total Iron XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.00 MGD.

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

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.00 MGD.

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

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.00 MGD.

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

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.000 MGD.

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

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.00 MGD.

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

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

 • TRC limit compliance schedule.

 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.

 PA0004278, SIC Code 3315, Lafarge North America, Inc., 11435 County Road 176, Paulding, OH 45879. Facility Name: Duquesne Slag. This existing facility is located in West Mifflin Borough, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial wastewater. The receiving stream, Thompson Run, is located in State Water Plan watershed 19-A, 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 0.139 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
Total Suspended Solids XXX XXX XXX 35 70 88
Total Aluminum XXX XXX XXX 0.5 1.0 1.25
Total Iron XXX XXX XXX 1.56 3.12 3.9
Total Manganese XXX XXX XXX 2.0 4.0 5.0
Total Nickel XXX XXX XXX 0.054 0.108 0.135

 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.

 PA0216291, SIC Code 4941, Carmichaels Borough Municipal Authority Greene County, 104 N Pine Street, Carmichaels, PA 15320-1240. Facility Name: Carmichaels Municipal Water Authority. This existing facility is located in Cumberland Township, Greene County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated filter backwash water and sludge from settling tanks.

 The receiving stream(s), Monongahela River, is located in State Water Plan watershed 19-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 0.0242 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 1.0
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Aluminum XXX XXX XXX 4.0 XXX 8.0
Total Iron XXX XXX XXX 2.0 XXX 4.0
Total Manganese XXX XXX XXX 1.0 XXX 2.0

 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.

 PA0111279, SIC Code 4941, Hooversville Borough Municipal Authority Somerset County, PO Box 176, Hooversville, PA 15936-0176. Facility Name: Hooversville Borough Municipal Authority. This existing facility is located in Quemahoning Township, Somerset County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated filter backwash and water treatment plant sedimentation sludge.

 The receiving stream(s), Unnamed Tributary to Stonycreek River, is located in State Water Plan watershed 18-E 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 0.0036 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 1.0
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Aluminum XXX XXX XXX 0.75 XXX 1.5
Total Iron XXX XXX XXX 1.5 XXX 3.0
Total Manganese XXX XXX XXX 1.0 XXX 2.0

 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.

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

 PA0036200, Sewage, SIC Code 6514, Radley Run Mews Sewer Association, P.O. Box 84, Pocopson, PA 19366-0084. Facility Name: Radley Run Mews STP. This existing facility is located in Queens Way, West Chester, PA 19382, in Birmingham Township, Chester County.

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

 The receiving stream(s), Plum Run, is located in State Water Plan watershed 3-H 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 0.032 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Instant.
Minimum 		Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6 XXX XXX 9
Dissolved Oxygen XXX XXX 3 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.6 XXX 1.5
CBOD5 6.7 XXX XXX 25 XXX 50
BOD5 Report XXX XXX Report XXX XXX
Total Suspended Solids Report XXX XXX Report XXX XXX
Total Suspended Solids 8.0 XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200  
Geo Mean 		XXX 1,000
Total Nitrogen 8.0 XXX XXX 30 XXX 60
Ammonia-Nitrogen 5.34 XXX XXX 20 XXX 40
Total Phosphorus 0.53 XXX XXX 2.0 XXX 4.0

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

 Other Requirements

 A. No Stormwater to Sewer

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP when Public Sewer Become Available

 E. Chlorine Minimization

 F. Notification of Designation of Responsible Operator

 G. Remedial Measures if Public Nuisance

 H. Twice per Month Sampling

 I. Small Stream Discharge

 J. Laboratory Certification

 K. Responsible Operator

 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.

 PA0056502, Storm Water, SIC Code 9999, JERC Partners XIII LC, 171 State Route 173 Suite 201, Asbury, NJ 08802-1365. Facility Name: White Pines Partners Golf Course. This existing facility is located in Lower Moreland Township, Montgomery County.

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

 The receiving stream(s), Unnamed Tributary to Huntingdon Valley Creek, is located in State Water Plan watershed 3-J 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 002 are based on a stormwater event.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX XXX Report
Oil and Grease XXX XXX XXX XXX XXX Report
Total PCBs (pg/L) XXX XXX XXX XXX XXX Report

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

 • Obtain Necessary Property Rights

 • Applicable BAT/BCT

 • Small Stream discharge

 • Requirements Applicable to Stormwater Outfalls

 • PCB Monitoring

 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.

 PA0051926, SIC Code 4911, Exelon Generation Co. LLC, 3146 Sanatoga Road, Pottstown, PA 19464-3418. Facility Name: Exelon Generation LLC Limerick. This existing facility is located in Limerick Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of various industrial wastewaters from Limerick Generating Station.

 The receiving stream(s), Possum Hollow Run, Schuylkill River, and Sanatoga Creek, is located in State Water Plan watershed 3-D and 3-E and is classified for Warm Water Fishes, Migratory Fishes, Warm Water Fishes, 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 14.19 MGD are as follows.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
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 Oxidants XXX XXX XXX XXX 0.2 0.5
Temperature (°F) XXX XXX XXX Report Report 110
Specific Conductance XXX XXX XXX Report Report Report
Total Suspended Solids
 (Influent)* 		XXX XXX XXX Report Report Report
 (Effluent Net)* XXX XXX XXX 30 60 75
 (Effluent)* XXX XXX XXX Report Report Report
Total Dissolved Solids
 (Year 1 and 2) 		XXX XXX XXX Report Report Report
Total, Aluminum XXX XXX XXX Report Report Report
Total, Iron XXX XXX XXX Report Report Report
Total, Copper XXX XXX XXX Report Report Report
Total, Lead XXX XXX XXX Report Report Report
Total, Zinc XXX XXX XXX Report Report Report
Total, Bis(2-Ethylehexyl)
 Phthalate 		XXX XXX XXX Report Report Report
Chronic Toxicity-
 Ceriodaphnia Survival
 (TUc) 		XXX XXX XXX XXX Report XXX
 Ceriodaphnia Reproduction
 (TUc) 		XXX XXX XXX XXX Report XXX
 Pimephales Survival (TUc) XXX XXX XXX XXX Report XXX
 Pimephales Growth (TUc) XXX XXX XXX XXX Report XXX

 * These limits applied during period of chemical additional.

 The proposed effluent limits for Outfalls 002, 004, 022 and 024 are based storm water event are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 003 and 005 are based on a maximum discharge flow of 1.1 MGD are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
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 Oxidants XXX XXX XXX XXX 0.2 0.5
Temperature (°F) XXX XXX XXX XXX XXX 110
Total Suspended Solids XXX XXX XXX Report Report Report

 The proposed effluent limits for Outfalls 010 and 011 are based on intake screen backwash event are as follows: No monitoring required.

 The proposed effluent limits for Outfalls 006, 007, 008 and 009 are based on storm event are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 012 are based on a design flow of 0.01 MGD are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH XXX XXX Report XXX Report XXX
Total Suspended Solids XXX XXX XXX Report 100 XXX
Oil and Grease XXX XXX XXX Report Report XXX
Dissolved Iron XXX XXX XXX Report Report XXX
Total Iron XXX XXX XXX Report 7.0 XXX

 The proposed effluent limits for Outfalls 013, 014, 015, 016, 017, 018, and 019 are based storm event are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 020 are based on a design flow of 1.5 MGD are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
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 Report 100 XXX

 The proposed effluent limits for Outfall 021 are based on a storm event are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 030 are based on a storm event are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.01 MGD are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (GPD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.001 MGD are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (GPD) Report Report XXX XXX XXX XXX
Total Suspended Solids XXX XXX XXX 30 100 XXX
Oil and Grease XXX XXX XXX 15 20 30

 The proposed effluent limits for Outfall 401 are based on a design flow of 0.05 MGD are as follows:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Inst.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (GPD) Report Report XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report Report Report

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

 • Remedial Measures if Create Public Nuisance

 • Applicable BAT/BCT Standards

 • Change in Ownership

 • Proper Sludge Disposal

 • Watershed TMDL/WLA analysis

 • I-Max Definition

 • Lab Accreditation Act

 • PPC Plan Requirements

 • TRO Definition

 • Authorized non-storm water discharges through permitted outfalls

 • In stream Temperature and flow Monitoring Requirements

 • No raise tin-stream temperature by 2OF in any one-hour

 • Compliance of US NRC and DRBC approval

 • Calendar Week Definition

 • pH Monitoring Requirements

 • TSS limitations and Monitoring Requirements

 • Approved Chemical Additives and procedure for future revision to additives approval

 • Cooling Water Intake Structure Requirements

 • TDS Monitoring Requirements

 • Approved Chemical Usage Rates

 • Whole Effluent Toxicity Testing Requirements

 • Storm Water discharge Requirements.

 • PCBs Monitoring Requirements

 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.

 PA0052663, Sewage, SIC Code 4952, Knight's Bridge Corporation, 112 Chesley Drive, Media, PA 19063. Facility Name: Knight's Bridge STP. This existing facility is located at 2 Brandywine Drive, Chadds Ford, PA, in Chadds Ford Township, Delaware 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 Harvey Run, is located in State Water Plan watershed 3-H 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 0.09 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Instant.
Minimum 		Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.6 XXX 1.5
CBOD5
 May 1 - Oct 31 7.5 XXX XXX 10 XXX 20
 Nov 1 - Apr 30 15 XXX XXX 20 XXX 40
BOD5 Report XXX XXX Report XXX XXX
Total Suspended Solids Report XXX XXX Report XXX XXX
Total Suspended Solids 7.5 XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 XXX 1,000
Nitrate-Nitrite as N 7.5 XXX XXX 10 XXX 20
Total Nitrogen 15.0 XXX XXX 10.0 XXX 20.0
Ammonia-Nitrogen
 May 1 - Oct 31 0.8 XXX XXX 1.0 XXX 2.0
 Nov 1 - Apr 30 2.3 XXX XXX 3.0 XXX 6.0
Total Phosphorus 1.5 XXX XXX 2.0 XXX 4.0

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

 Proposed Part C Conditions:

 Other Requirements

 A. No Stormwater to Sewer

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP when Public Sewer Become Available

 E. Chlorine Minimization

 F. Small Stream Discharge

 G. Notification of Designation of Responsible Operator

 H. Remedial Measures if Public Nuisance

 I. Twice per Month Sampling

 J. Laboratory Certification

 K. Responsible Operator

 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.

 PA0065561, Storm Water, SIC Code 3494, Acme Cryogenics Inc., 2801 Mitchell Avenue, Allentown, PA 18105. Facility Name: Acme Cryogenics. This facility is located in Allentown City, Lehigh County.

 Description of Proposed Activity: The application is for a newNPDES permit for an existingdischarge of Storm Water.

 The receiving stream(s), Unnamed Tributary to Trout Creek, is located in State Water Plan watershed 2-C 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 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 XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

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

 • The previous non-exposure permit will be rescinded.

 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

 PA0045985, Sewage, SIC Code 4952, Mountaintop Area Joint Sanitary Authority Luzerne County, 290 Morio Drive, Mountain Top, PA 18707. Facility Name: Mountaintop Area Joint Sanitary Authority STP. This existing facility is located in Dorrance Township, Luzerne County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existingdischarge of treated Sewage and stormwater associated with industrial activities.

 The receiving stream(s), Big Wapwallopen Creek and Unnamed Tributary to Big Wapwallopen Creek, is located in State Water Plan watershed 5-B 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 4.16 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
CBOD5
 (Interim) 857 1,387 XXX 25.0 40.0
Wkly Avg 		50.0
 (Final) 346 520 XXX 10.0 15.0
Wkly Avg 		20.0
BOD5
 Influent XXX XXX XXX Report XXX XXX
Total Suspended Solids
 Influent XXX XXX XXX Report XXX XXX
 (Interim) 1,040 1,561 XXX 30.0 45.0
Wkly Avg 		60.0
 (Final) 346 520 XXX 10.0 15.0
Wkly Avg 		20.0
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 Report
Total Mo 		XXX XXX Report XXX XXX
Total Nitrogen
 Effluent Net Report
Total Mo 		75,981
Total Annual 		XXX XXX XXX XXX
Total Nitrogen Report
Total Mo 		Report
Total Annual 		XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 87 Report
Total Annual 		XXX 2.5 XXX 5.0
 Nov 1 - Apr 30 260 Report
Total Annual 		XXX 7.5 XXX 15.0
Total Kjeldahl Nitrogen Report
Total Mo 		XXX XXX Report XXX XXX
Total Phosphorus
 Effluent Net Report
Total Mo 		10,131
Total Annual 		XXX Report XXX XXX
Total Phosphorus Report
Total Mo 		XXX XXX XXX XXX XXX
Total Cadmium 0.02 XXX XXX 0.00066 0.0010 XXX
Total Copper XXX XXX XXX Report Report XXX
Total Nickel XXX XXX XXX Report Report XXX
Total Zinc 7.14 XXX XXX 0.206 0.321 XXX
Total Organic Carbon Report XXX XXX XXX Report XXX
Chronic Toxicity
 Ceriodaphnia Survival
 (TUc) 		XXX XXX XXX XXX 1.3 XXX
 Ceriodaphnia Reproduction
 (TUc) 		XXX XXX XXX XXX 1.3 XXX

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		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

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

 • Chesapeake Bay Conditions; Schedule of Compliance; Whole Effluent Toxicity (WET) Conditions: Stormwater Conditions; Standard Sewage Conditions (stormwater prohibition, necessary property rights, residuals management), Emergency disinfection via chlorine, dry stream condition, changes in works/streams 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.

 PA0246689, SIC Code 6514, Rande W. Brown, 153 Hidden Valley Lane, Bedford, PA 15522-5365. Facility Name: Brown Residence SRSTP. This proposed facility is located in Cumberland Valley Township, Bedford County.

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

 The receiving stream(s), Unnamed Tributary to Oster Run, is located in State Water Plan watershed 13-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 0.0004 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
XXX XXX From 6.0 to 9.0 inclusive
Total Residual Chlorine XXX XXX XXX Report XXX XXX
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 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.

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

 PA0272680, Industrial Waste, SIC Code 1389 (Oil & Gas Field Services), Dannic Energy Corp, 134 Mill Run Road, Indiana, PA 15701. Facility Name: Dannic Energy WWTP. This proposed facility is located in Sugarcreek Borough, Venango County.

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

 The receiving stream, Twomile Run, is located in State Water Plan watershed 16-E 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 0.00546 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
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Dissolved Solids 5,000
Annl Avg 		10,000 XXX 109,800 219,600 XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX 10,989 XXX XXX
Oil and Grease XXX XXX XXX 15 XXX 30
Acidity, Total (as CaCO3) XXX XXX XXX Less than Alkalinity XXX XXX
Alkalinity, Total (as CaCO3) XXX XXX XXX Report XXX XXX
Total Cadmium 0.005 0.007 XXX 0.1 0.16 0.25
Total Iron XXX XXX XXX 3.5 XXX 7
Sulfate XXX XXX XXX Report XXX XXX
Chloride XXX XXX XXX Report XXX XXX
Bromide XXX XXX XXX Report XXX XXX
Radium 226/228, Total (pCi/L) XXX XXX XXX Report XXX XXX

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

 • Electronic Discharge Monitoring Reporting requirement

 • Total Dissolved Solids Annual Average reporting

 • Stripper Well Definition

 • Limit on the rate of discharge

 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.

 PA0036994 A-1, Sewage, SIC Code 4952, Pleasantville Borough, 114 West State Street, Pleasantville, PA 16341-9741. Facility Name: Pleasantville Borough STP. This existing facility is located in Pleasantville Borough, Venango County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated sewage. The amendment will add effluent limits for TRC to the permit.

 The receiving stream(s), West Branch Pithole Creek, is located in State Water Plan watershed 16-E 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 0.4 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 6.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.17 XXX 0.54
CBOD5 33 50 XXX 10 15 20
Total Suspended Solids 33 50 XXX 10 15 20
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
Total Nitrogen 12 XXX XXX Report XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 6.5 XXX XXX 2 XXX 4
 Nov 1 - Apr 30 20 XXX XXX 6 XXX 12
Total Phosphorus 1.5 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 814-332-6340.

 The EPA Waiver is in effect.

 PA0239186, Sewage, SIC Code 4225, 4952, 6512, Field Tested Tech LLC, 1498 Evans City Road, Evans City, PA 16033. Facility Name: Field Tested Tech. This proposed facility is located in Forward Township, Butler County.

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

 The receiving stream is an unnamed tributary to Connoquenessing Creek, located in State Water Plan watershed 20-C and 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 0.0005 MGD.

Average Average Instant.
Parameters Monthly Minimum Monthly Maximum
Flow (MGD) Report XXX XXX XXX
pH (S.U.) XXX 6.0 XXX 9.0
Total Residual Chlorine XXX XXX 1.4 3.3
CBOD5 XXX XXX 25 50
Total Suspended Solids XXX XXX 30 60
Fecal Coliform (CFU/100 ml) XXX XXX 200  
Geo Mean 		1,000
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX 6.5 13
 Nov 1 - Apr 30 XXX XXX 19.5 39

 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

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

 WQM Permit No. 0914401, Sewage, Borough of Quakertown, 35 North Third Street, Quakertown, PA 18951-1376.

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

 Description of Action/Activity: Approval for replacement of the interceptors along the Beaver Run and Licking Run streams.

 WQM Permit No. 4614402, Sewage, Worcester Township, 1721 Valley Forge Road, P.O. Box 767, Worcester, PA 19490-0767.

 This proposed facility is located in Worcester Township, Montgomery County.

 Description of Action/Activity: Construction of a low pressure sewer system.

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

 WQM Permit No. 0714201, CAFO, Penn England, LLC, 10341 Fox Run Road, Williamsburg, PA 16693.

 This proposed facility is located in Woodbury Township, Blair County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction of HDPE-lined manure storage lagoon to replace existing earthen storage at the Clover Ridge Dairy Farm.

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

 WQM Permit No. 2514402, Sewage, Shelly Downes, 14200 Route 19, Waterford, PA 16441.

 This proposed facility is located in Waterford Township, Erie County.

 Description of Proposed Action/Activity: Single Residence Sewage Treatment Plant to repair a malfunctioning on-lot system.

IV. NPDES Applications for Stormwater Discharges from MS4

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

 PAI132241, MS4, Vandling Borough Lackawanna County, 855 Main Street, Vandling, PA 18421-1021. 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 Vandling Borough, Lackawanna County. The receiving streams, two Unnamed Tributaries to Lackawanna River, are located in State Water Plan watershed 5-A and are classified for Cold Water Fishes and Migratory 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 570-826-5472.

 The EPA waiver is not in effect.

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

 Northeast Region: Watershed Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915.

 Northampton County Conservation District, 14 Gracedale Avenue Greystone Bldg., Nazareth, PA 18064-9211

NPDES
Permit No. 		Applicant Name &
Address 		County Municipality Receiving
Water/Use
PAI024814005 Lehigh Valley Industrial Park, Inc.
c/o Kerry A. Wrobel
1720 Spillman Drive, Suite 150
Bethlehem, PA 18015-2164
Northampton City of Bethlehem & Lower Saucon Township Saucon Creek
(CWF, MF)
Saucon Creek
(HQ-CWF, MF);
East Branch Saucon Creek
(CWF, MF); Lehigh River
(WWF, MF)
PAI024814006 Wagner Enterprises Ltd.
P. O. Box 3154
Easton, PA 18045
Northampton City of Bethlehem Saucon Creek
(HQ-CWF, MF)
PAI024812017(1) Meadows at Lehigh Valley LP
c/o Larken Associates
390 Amwell Road
Hillsborough, NJ 08844
Northampton City of Bethlehem Monocacy Creek
(HQ-CWF, MF);
Nancy Run
(CWF, MF)

 Southwest Region: Waterways & Wetlands Program Manager, 400 Waterfront Drive,Pittsburgh, PA 15222-4745. (412) 442.4315

Permit No. Applicant & Address County Municipality Stream Name
PAI050209003R Brooks & Blair Waterfront Properties, LP
Allegheny Oakmont Borough and Penn Hills Borough Allegheny River
(WWF-N)
PAI050414001 South Side School District Beaver Greene Township Service Creek
(HQ-CWF)

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

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

APPLICATIONS
NUTRIENT MANAGEMENT PLAN—PUBLIC NOTICE SPREADSHEET

Agricultural Operation
Name and Address		CountyTotal
Acres		Animal Equivalent UnitsAnimal
Type		Special Protection Waters (HQ or EV or NA) Renewal/New
Todd Chestnut
910 Bridgewater Road
Newville, PA 17241
Cumberland 777.2 1063.31 Beef Cows
Steers
Broilers
Goats
Finish Swine
NA New
Steven R. Hershey
2024 Donegal Springs Road
Mount Joy, PA 17552
Lancaster 192.6 524.13 Pullet/Steer/
Swine 		HQ R

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