NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[45 Pa.B. 3718]
[Saturday, July 11, 2015]

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.

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I. NPDES Renewal Applications

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0062201 (Sewage)	Schuylkill County Municipal Authority Gordon WWTP 761 Airport Road Gordon, PA 17936	Schuylkill County Gordon Borough	Mahanoy Creek (6-B)	N
PAS602206 (IW Stormwater)	Sibum's Auto Parts 2098 Paradise Trail East Stroudsburg, PA 18301	Monroe County Stroud Township	UNT to Brodhead Creek (01E)	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA0247642 (SEW)	Clay Manor Homeowner's Association 11 East Manor Drive Lititz, PA 17543	Lancaster County Elizabeth Township	Middle Creek/7-J	Y
PA0021539 (SEW)	Williamsburg Municipal Authority 305 East Second Street Williamsburg, PA 16693-1041	Blair County Catherine Township	Frankstown Branch Juniata River/11-A	Y

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

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

 PA0028380, Sewage, SIC Code 4952, Tinicum Township, Memorial Bldg, 629 North Governor Printz Boulevard, Essington, PA 19029. Facility Name: Tinicum Township WWTP. This existing facility is located in Tinicum 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), Darby Creek and Long Hook Creek, are located in State Water Plan watershed 3-G and are 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 1.4 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	Instant. 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	4.0	Report	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.65	XXX	1.6
CBOD5	183	275	XXX	16	24 Wkly Avg	32
CBOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
BOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD20	365	XXX	XXX	XXX	XXX	XXX
CBOD20 (%) Minimum
Percent Removal	XXX	XXX	XXX	89.25	XXX	XXX
Total Suspended Solids	350	525	XXX	30	45 Wkly Avg	60
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report Daily Max	XXX	XXX
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	200    Geo Mean	XXX	1,000*
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Copper	XXX	XXX	XXX	0.045	0.090	0.113
PCBs
(Dry Weather) (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
(Wet Weather) (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
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

 * Shall not exceed in more than 10% of samples.

 The proposed effluent limits for Outfall 002 are based on an average stormwater flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	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
Fecal Coliform (CFU/100 ml)	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

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

 A. No Stormwater Condition

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Minimization

 E. Operator Notification

 F. TMDL/WLA Data

 G. Fecal Coliform Limit

 H. Chlorine Demand Study

 I. WET Condition

 J. Stormwater Requirements

 K. PCB PMP Implementation

 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.

 PA0050237, Sewage, SIC Code 4941, Walnut Hill Utility Company, 400 Ashley Court, Glen Mills, PA 19342-2046. Facility Name: Walnut Hill Utility Company STP. This existing facility is located in Chester Heights Borough, 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), Chester Creek, is located in State Water Plan watershed 3-G 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 0.15 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly		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	4.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.2
CBOD5
May 1 - Oct 31	18.8	XXX	XXX	15	XXX	30
Nov 1 - Apr 30	31.3	XXX	XXX	25	XXX	50
Total Suspended Solids	37.5	XXX	XXX	30	XXX	60
Total Dissolved Solids	XXX	XXX	XXX	Report Daily Max	XXX	XXX
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	200    Geo Mean	XXX	1,000*
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	6.3	XXX	XXX	5.0	XXX	10.0
Nov 1 - Apr 30	12.5	XXX	XXX	10.0	XXX	20.0
Total Phosphorus
May 1 - Oct 31	1.25	XXX	XXX	1.0	XXX	2.0
Nov 1 - Apr 30	2.5	XXX	XXX	2.0	XXX	4.0

 * Shall not exceed in more than 10% of samples.

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Abandon STP When Municipal Sewers Available

 E. Chlorine Optimization

 F. Operator Notification

 G. Fecal Coliform Reporting

 H. EDMR Requirement

 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.

 PA0050105, Sewage, SIC Code 4952, Lower Frederick Township, 53 Spring Mount Road, Zieglerville, PA 19492. Facility Name: Lower Frederick Township STP. This existing facility is located in Lower Frederick Township, Montgomery 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), Perkiomen Creek, is located in State Water Plan watershed 3-E 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 0.2 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	Instant. Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.5	XXX	1.2
CBOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD5	25	37.5	XXX	15	22.5	30
BOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	33	50	XXX	20	30	40
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ammonia-Nitrogen	5.0	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	3.3	XXX	XXX	2.0	XXX	4.0

 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	Instant. Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
CBOD5
(Final)	63	94	XXX	15	22.5	30
BOD5
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	83	125	XXX	20	30	40
Total Dissolved Solids	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 Min	XXX	XXX	XXX
Ammonia-Nitrogen
(Final)	12.5	XXX	XXX	3.0	XXX	6.0
Total Phosphorus
(Final)	2.1	XXX	XXX	0.5	XXX	1.0

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

 • No Stormwater in Sewers

 • Obtain necessary Property Rights

 • Proper Sludge Disposal

 • Chlorine Minimization

 • Notification of Responsible Operator

 • Operations and Maintenance Plan

 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.

 PA0244767, Storm Water, SIC Code 3271, Fizzano Bros Concrete Products, 1776 Chester Pike, Crum Lynn, PA 19022. Facility Name: Fizzano Bros Concrete Lower Southampton Facility. This proposed facility is located in Lower Southampton Township, Bucks 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), Poquessing Creek and Unnamed Tributary to Poquessing Creek, is located in State Water Plan watershed 3-J 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 stormwater.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50	100	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a stormwater.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50	100	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a stormwater.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50	100	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX

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

 I. Requirements applicable to stormwater outfalls

 II. Other Requirements

  A. Property Rights

  B. Sludge removal

  C. BMPs for TSS and pH

 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.

 PA0244694, Storm Water, SIC Code 4491, Kinder Morgan Bulk Terminal Inc., 1000 South Port Road, Fairless Hills, PA 19030. Facility Name: Kinder Morgan Keywell Site. This proposed facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River, is located in State Water Plan watershed 2-E 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:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Conductivity (µmhos/cm)	XXX	XXX	XXX	Report	Report	XXX
BOD5	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	XXX
Total Dissolved Solids	Report	Report Annl Avg	XXX	Report	XXX	XXX
Total Dissolved Solids
(Final)	5,000 Annl Avg	XXX	XXX	XXX	XXX	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	Report	XXX	2.0	4.0	XXX
Free Available Cyanide	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Conductivity (µmhos/cm)	XXX	XXX	XXX	Report	Report	XXX
BOD5	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	XXX
Total Dissolved Solids	Report	Report Annl Avg	XXX	Report	XXX	XXX
Total Dissolved Solids
(Final)	5,000 Annl Avg	XXX	XXX	XXX	XXX	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	Report	XXX	2.0	4.0	XXX
Free Available Cyanide	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 003 are:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Conductivity (µmhos/cm)	XXX	XXX	XXX	Report	Report	XXX
BOD5	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	XXX
Total Dissolved Solids	Report	Report Annl Avg	XXX	Report	XXX	XXX
Total Dissolved Solids
(Final)	5,000 Annl Avg	XXX	XXX	XXX	XXX	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	Report	XXX	2.0	4.0	XXX
Free Available Cyanide	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX

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

 • Acquiring necessary property rights

 • Requirements for stormwater outfalls

 • Applicable BMPs

 • Special Condition for TDS

 • Requirement to use eDMR system

 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.

 PA0244635 A-2, Storm Water, SIC Code 5169, Morton Salt Inc., 12 Solar Drive, Fairless Hills, PA 19030. Facility Name: Morton Salt Fairless Hills Facility. This existing facility is located in Falls Township, Bucks County.

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

 The receiving stream(s), Delaware River, is located in State Water Plan watershed 2-E 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:

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (GPD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
BOD5	Report	Report	XXX	Report	Report	XXX
Total Suspended Solids	Report	Report	XXX	Report	Report	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Total Kjeldahl Nitrogen	Report	Report	XXX	Report	Report	XXX
Total Phosphorus	Report	Report	XXX	2.0	4.0	XXX
Free Available Cyanide	XXX	XXX	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX

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

 • Acquiring necessary property rights

 • Disposal of collected slurries, sludge, and other solids

 • Requirements for stormwater outfalls

 • Applicable BMPs

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

 The EPA Waiver is in effect.

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

 PA0275760, Industrial Waste, SIC Code 4922, Transcontinental Gas Pipe Line Company, LLC, 2800 Post Oak Boulevard, Suite 900, Houston, TX 77056. Facility Name: Leidy Southeast Expansion Project—Dorrance Loop. This proposed facility is located in Dorrance Township, Luzerne County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated hydrostatic test water from new natural gas transmission lines.

 The receiving stream, Little Wapwallopen Creek, is located in State Water Plan watershed 05B 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 1.91 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average	Daily Maximum	Minimum	Average	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	Report Total Time	XXX	XXX	XXX	XXX
pH	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	Report
Total Residual Chlorine *	XXX	XXX	XXX	Report	XXX	0.05
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	60
Oil and Grease	XXX	XXX	XXX	Report	XXX	30
Dissolved Iron	XXX	XXX	XXX	Report	XXX	7.0

 * If chlorinated water is used in the test.

 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.

 PA0034746, Sewage, SIC Code 5271, 6515, MHC Li'l Wolf LP, 2 North Riverside Plaza, Chicago, IL 60606-2682. Facility Name: Li'l Wolf MHP. This existing facility is located in North Whitehall Township, Lehigh 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 Coplay Creek, is located in State Water Plan watershed 2-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The following effluent limits for Outfall 001 are based on an existing design flow of 0.038 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
Dissolved Oxygen	XXX	XXX	3.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	1.2	XXX	2.8
CBOD5
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20.0
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	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	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	3.0	XXX	6.0
Nov 1 - Apr 30	XXX	XXX	XXX	9.0	XXX	18.0
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

 The following effluent limits for Outfall 001 are based on a proposed design flow of 0.070 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
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.09	XXX	0.2
CBOD5	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	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	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	5.0	XXX	10.0
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	2.4	XXX	4.8
Nov 1 - Apr 30	XXX	XXX	XXX	7.2	XXX	14.4
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 The EPA Waiver is in effect.

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

 PA0037150, Sewage, SIC Code 4952, Penn Township Board of Commissioners, 20 Wayne Avenue, Hanover, PA 17331. Facility Name: Penn Township WWTP. This existing facility is located in Penn 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, Oil Creek, is located in State Water Plan watershed 7-H 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 4.2 MGDs.

	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	0.021	XXX	0.068
CBOD5
May 1 - Oct 31	525	788 Wkly Avg	XXX	15	22.5 Wkly Avg	30
Nov 1 - Apr 30	875	1,401  Wkly Avg	XXX	25	40  Wkly Avg	50
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	1,050	1,576  Wkly Avg	XXX	30	45  Wkly Avg	60
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
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	35	XXX	XXX	1.0	XXX	2.0
Nov 1 - Apr 30	105	XXX	XXX	3.0	XXX	6.0
Total Phosphorus	70	XXX	XXX	2.0	XXX	4.0
Total Copper	XXX	XXX	XXX	Report	Report	XXX
Free Available Cyanide	0.197	0.308	XXX	0.005627	0.00878	0.0141
Chlorodibromomethane	0.0233	0.0363	XXX	0.000664	0.001037	0.00166
Dichlorobromomethane	0.0320	0.0499	XXX	0.000914	0.001425	0.00228
Bis(2-Ethylhexyl)Phthalate	0.0698	0.109	XXX	0.001993	0.00311	0.00498
Chloroform	0.332	0.517	XXX	0.009467	0.014771	0.0237

 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	76,711	XXX	XXX	XXX
Net Total Phosphorus	Report	10,228	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:

 • Requirements applicable to stormwater outfalls

 • 8,200 lbs/year of Total Nitrogen offsets approved to be used for compliance with TN Cap Load.

 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.

 PA0020818, Sewage, SIC Code 4952, Glen Rock Sewer Authority York County, 11714 N. Main St. Ext. P.O. Box 205, Glen Rock, PA 17327. Facility Name: Glen Rock STP. This existing facility is located in Glen Rock 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(s), South Branch Codorus Creek, is located in State Water Plan watershed 7-H 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 0.6 MGDs.

	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
CBOD5	125	200 Wkly Avg	XXX	25	40	50
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	150	225 Wkly Avg	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
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
UV Intensity (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	120	XXX	XXX	24	XXX	48
Nov 1 - Apr 30	40	XXX	XXX	8.0	XXX	16
Total Phosphorus	10	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)
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	10,959	XXX	XXX	XXX
Net Total Phosphorus	Report	1,461	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.

 PA0021717, Sewage, SIC Code 4952, Marietta Donegal Joint Authority, 50 Furnace Road, Marietta, PA 17547. Facility Name: Marietta Donegal Joint Authority WWTP. This existing facility is located in Marietta Borough, Lancaster County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.750 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
CBOD5	156	250 Wkly Avg	XXX	25	40	50
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	188	281 Wkly Avg	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
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
UV Intensity (mW/cm2)	XXX	XXX	Report	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	12.5	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)
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	13,698	XXX	XXX	XXX
Net Total Phosphorus	Report	1,826	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:

 • 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 717-705-4732.

 The EPA Waiver is not in effect.

 PA0081868, Sewage, SIC Code 4952, Fairview Township, 599 Lewisberry Road, New Cumberland, PA 17070-2510. Facility Name: Fairview Township North STP. This existing facility is located in Fairview 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), Susquehanna River, is located in State Water Plan watershed 7-E 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 0.726 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
UV Transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
CBOD5	151	242 Wkly Avg	XXX	25	40	50
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	182	272 Wkly Avg	XXX	30	45	60
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
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	Report	XXX	XXX	Report	XXX	Report
Total Phosphorus	12	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)
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	13,333	XXX	XXX	XXX
Net Total Phosphorus	Report	1,778	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.

 PA0044741, Industrial Waste, SIC Code 2033, Hanover Foods Corp, 1486 York Street, Hanover, PA 17331-0334. Facility Name: Hanover Foods. This existing facility is located in Penn Township, York 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), Oil Creek and Unnamed Tributary to Oil Creek, is located in State Water Plan watershed 7-H 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 0.84 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	0.1	XXX	0.3
Color (Pt-Co Units)	XXX	XXX	XXX	XXX	Report	XXX
Temperature (°F)
Jan 1-31	XXX	XXX	XXX	XXX	51	XXX
Feb 1-29	XXX	XXX	XXX	XXX	52	XXX
Mar 1-31	XXX	XXX	XXX	XXX	74	XXX
Apr 1-15	XXX	XXX	XXX	XXX	83	XXX
Apr 16-30	XXX	XXX	XXX	XXX	89	XXX
May 1-15	XXX	XXX	XXX	XXX	85	XXX
May 16-31	XXX	XXX	XXX	XXX	106	XXX
Jun 1-15	XXX	XXX	XXX	XXX	106	XXX
Jun 16-30	XXX	XXX	XXX	XXX	110	XXX
Jul 1-31	XXX	XXX	XXX	XXX	101	XXX
Aug 1-31	XXX	XXX	XXX	XXX	99	XXX
Aug 1-15	XXX	XXX	XXX	XXX	99	XXX
Sep 1-15	XXX	XXX	XXX	XXX	94	XXX
Sep 16-30	XXX	XXX	XXX	XXX	88	XXX
Oct 1-15	XXX	XXX	XXX	XXX	82	XXX
Oct 16-31	XXX	XXX	XXX	XXX	76	XXX
Nov 1-15	XXX	XXX	XXX	XXX	69	XXX
Nov 16-30	XXX	XXX	XXX	XXX	59	XXX
Dec 1-31	XXX	XXX	XXX	XXX	50	XXX
CBOD5
May 1 - Oct 31	70	105	XXX	10	15	20
Nov 1 - Apr 30	126	189	XXX	18	27	36
Total Suspended Solids	210	420	XXX	30	60	75
Oil and Grease	Report	Report	XXX	15	30	30
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	7.0	14	XXX	1.0	2.0	2.5
Nov 1 - Apr 30	21	42	XXX	3.0	6.0	7.5
Total Phosphorus	14	28	XXX	2.0	4.0	5.0
Total Cadmium	0.0056	0.011	XXX	0.0008	0.0016	0.002

 The proposed effluent limits for Outfall 002 and 003 are based on a design flow of 0.000000 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly		Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	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 Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	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	26,385	XXX	XXX	XXX
Net Total Phosphorus	Report	979	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:

 • Stormwater Requirements

 • Chemical Additives

 • Compliance Schedules

 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.

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

 PA0273082, sewage, SIC Code 8800, Larry Hollabaugh, 6275 Route 62, Irvine, PA 16329. Facility Name: Larry Hollabaugh SRSTP. This proposed facility is located in Watson Township, Warren County.

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

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

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	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
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 814-332-6340.

 The EPA Waiver is in effect

 PA0273121, Sewage, SIC Code: 8800 (Private Household), David Mohney, 2410 Jackson Ave. Extension, Warren, PA 16365.

 Facility Name: David Mohney SRSTP. This proposed facility is located in Glade Township, Warren County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of treated domestic sewage from a small flow treatment facility.

 The receiving stream, an Unnamed Tributary to Glade Run, is located in State Water Plan watershed 16-B and is classified for cold water fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass (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	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

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

 • Prohibition of Stormwater Discharges

 • Right of Way

 • Septic Tank Pumping Requirement

 • Abandonment of the Treatment System

 • Submittal of an Annual Maintenance Report

 • Submittal of a Monthly Discharge Monitoring Report

 • Solids Handling

 • Effective Disinfection

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

 The EPA Waiver is in effect.

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 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.0530.

 PA0232602 A-1, Industrial, SIC Code 4911, Hummel Station LLC, 5100 Spring Valley Road, Dallas, TX 75244. Facility Name: Hummel Station LLC. This existing facility is located in Shamokin Dam Borough, Snyder County.

 Description of Existing Activity: The application is to amend an existing NPDES permit for a proposed discharge of cooling tower blowdown.

 The receiving stream(s), Susquehanna River, is located in State Water Plan watershed 6-B 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 002 are based on a design flow of 1.553 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
Free Available Chlorine	XXX	XXX	XXX	0.2	XXX	0.5
Temperature (°F)	XXX	XXX	XXX	XXX	110	XXX
Total Arsenic	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Cadmium	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Chromium	2.59	2.59	XXX	0.2	0.2	0.2
Total Copper (ug/L)	0.34	0.68	XXX	26.33	52.66	65.82
Dissolved Iron	XXX	XXX	XXX	XXX	XXX	7.0
Total Thallium	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total PCBs (µg/L)	XXX	XXX	XXX	XXX	XXX	0.25

 Amended compliance schedule.

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

 The EPA Waiver is not in effect.

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

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

 WQM Permit No. 4699201, Industrial, Amendment, Johnson Matthey, Inc., 900 River Road, Conshohocken, PA 19428-2647.

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

 Description of Action/Activity: Replacement of existing wastewater sand filter with a compressible media filter that utilizes synthetic fibers.

 WQM Permit No. WQG02231503, Sewage, Southwest Delaware County Municipal Authority, P.O. Box 2466, Aston, PA 194014.

 This proposed facility is located in Chester Heights, Delaware County.

 Description of Actions/Activity: Construction and operation of a sewage pump station and force main.

 WQM Permit No. 4615403, Sewage, Hatfield Township Municipal Authority, 3200 Advance Lane, Colmar, PA 18915.

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

 Description of Action/Activity: RE-RATE to the existing wastewater treatment plant.

 WQM Permit No. 1598404, Sewage, Amendment, Spring City Borough, 6 South Church Street, Spring City, PA 19475.

 This proposed facility is located in Spring City Borough, Chester County.

 Description of Action/Activity: Upgrades and Additions to the existing wastewater treatment plant.

 WQM Permit No. 4615404, Sewage, Green Hills MHC, LLC, P.O. Box 677, Morgantown, PA 19543.

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

 Description of Action/Activity: Restoring hypochlorination disinfection and add dechlorination.

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

 WQM Permit No. 6715408, Sewerage, Mark Wieczorkowski and Kathryn Dickinson, 3200 Catholic Valley Road, Glen Rock, PA 17327.

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

 Description of Proposed Action/Activity: Seeking approval for the installation of an Orenco Systems AdvanTex AX20-RTUV aerobic treatment system to replace failing system.

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

 WQM Permit No. 6215404, Sewage, Thomas C Judge, 3029 Egypt Hollow Rd, Russell, PA 16345.

 This proposed facility is located in Pine Grove Township, Warren County.

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

 WQM Permit No. 1015403, Sewage, Cranberry Township Butler County, 2525 Rochester Rd, Cranberry Twp, PA 16066-6420.

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

 Description of Proposed Action/Activity: Cranberry Township Brush Creek water pollution control facility upgrade and expansion.

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

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

 Lehigh County Conservation District, Lehigh Ag Center, Suite 102, 4184 Dorney Park Rd., Allentown, PA 18104

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI023915006	Marc Breidenbach Lehigh Valley Hospital— Muhlenberg 2100 Mack Blvd P. O. Box 4000 Allentown, PA 18105	Lehigh	City of Bethlehem, Lehigh County Hanover Township, Northampton County	UNT to Monocacy Creek (HQ-CWF, MF) Monocacy Creek (HQ-CWF, MF)

 Monroe County Conservation District, 8050 Running Valley Rd., Stroudsburg, PA 18360-0917

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI024515003	UGI Utilities, Inc. 2121 City Line Road Bethlehem, PA 18017	Monroe	Stroud Township	Flagler Run (HQ-CWF, 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
PAI030714004	Allegheny Township Sewer and Water Authority 3131 Colonial Drive Duncansville, PA 16635	Blair	Allegheny Township	UNT Spencer Run (WWF, MF) Spencer Run (WWF, MF) EV Wetlands
PAI033615006	Roy A. Stoner 1164 Pilgrims Pathway Peach Bottom, PA 17563-9665	Lancaster	Little Britain Township	UNT Reynolds Run (HQ-CWF, MF) Octoraro Creek (HQ-CWF, MF)
PAI032808004R	B2M2 LLC 10961 Rinehart Drive Waynesboro, PA 17268	Franklin	Washington Township	UNT West Branch Antietam Creek (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
PAI041415006	Pennsylvania State University 139J Physical Plant Bldg University Park, PA 16802	Centre	State College Borough	Thompson Run 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	County	Total Acres	Animal Equivalent Units	Animal Type	Special Protection Waters (HQ or EV or NA)	Renewal/ New
Douglas Rohrer 1728 Bridge Road Lancaster, PA 17602	Lancaster	877	582.75	Layers	NA	Renewal
Scott Kreider 761 Spring Valley Road Quarryville, PA 17566	Lancaster	922.2	2,662.5	Dairy	HQ	Renewal
Joshua T. Akers 590 Church Road Quarryville, PA 17566	Lancaster	158	138.64	Ducks	HQ	Renewal
Clair Hurst 788 Kingpen Road Kirkwood, PA 17536	Lancaster	111	510.42	Swine/ Dairy	HQ	Renewal

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