NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[49 Pa.B. 22]
[Saturday, January 5, 2019]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS

 This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges regarding industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFO). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376).

Location	Permit Authority	Application Type or Category
Section I	NPDES	Renewals
Section II	NPDES	New or Amendment
Section III	WQM	Industrial, Sewage or Animal Waste; Discharge into Groundwater
Section IV	NPDES	MS4 Individual Permit
Section V	NPDES	MS4 Permit Waiver
Section VI	NPDES	Individual Permit Stormwater Construction
Section VII	NPDES	NOI for Coverage under NPDES General Permits

 For NPDES renewal applications in Section I, the Department of Environmental Protection (Department) has made a tentative determination to reissue these permits for 5 years subject to effluent limitations and monitoring and reporting requirements in their current permits, with appropriate and necessary updated requirements to reflect new and changed regulations and other requirements.

 For applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 Individual Permits and Individual Stormwater Construction Permits in Sections IV and VI, the Department, based upon preliminary reviews, has made tentative determinations of proposed effluent limitations and other terms and conditions for the permit applications. In accordance with 25 Pa. Code § 92a.32(d), the proposed discharge of stormwater associated with construction activities will be managed in accordance with the requirements of 25 Pa. Code Chapter 102. These determinations are published as proposed actions for comments prior to taking final actions.

 Unless indicated otherwise, the United States Environmental Protection Agency (EPA) Region III Administrator has waived the right to review or object to proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).

 Persons wishing to comment on NPDES applications are invited to submit statements to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on WQM permit applications are invited to submit statements to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform the Department of the exact basis of a comment and the relevant facts upon which it is based.

 The Department will also accept requests for public hearings on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after a public hearing is held.

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

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I. NPDES Renewal Applications.

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0061034 (Sewage)	Waverly Township WWTP Lake Henry Drive Waverly, PA 18471	Lackawanna County Waverly Township	Tributary 28835 to Ackerly Creek (4-F)	No
PAS802206A-1 (Storm Water)	XPO Logistics Freight, Inc.— XAN 7649 Penn Drive Allentown, PA 18106	Lehigh County Upper Macungie Township	Iron Run (2-C)	Yes
PA0060887 (Sewage)	Mugg's Country Kitchen/ Lakeview True Value Hardware Route 6 Palmyra Hawley, PA 18428	Pike County Palmyra Township	Decker Creek (1-B)	Yes

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA0254029 (industrial)	Buffalo Township Municipal Authority at Freeport 707 Sarver Pike Road Sarver, PA 16055	Freeport Borough Armstrong County	Allegheny River (18-F)	Yes
PA0272604 (Sewage)	Paul Zentz SRSTP 11558 Route 62 Tidioute, PA 16351-5505	Warren County Limestone Township	Unnamed tributary to the Allegheny River (16-F)	Yes
PA0238759 (Sewage)	Nancy Jane Oesterling SFTF 454 Keck Road Butler, PA 16002-1098	Butler County Summit Township	Unnamed tributary to Bonnie Brook (20-C)	Yes

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

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 Southeast Regional Office: Regional Clean Water Program Manager, 2 E Main Street, Norristown, PA 19401, Telephone: 484.250.5970.

 PA0058041, Sewage, SIC Code 4952, Aqua Pennsylvania Wastewater Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010. Facility Name: Possum Hollow Sewer System & STP. 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 treated Sewage.

 The receiving stream(s), Schuylkill River, is located in State Water Plan watershed 3-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
PCBs Dry Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX
PCBs Wet Weather Analysis (pg/L)	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	117	175	XXX	20	30	40
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	175	263	XXX	30	45	60
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen	47	XXX	XXX	8.0	XXX	16
Total Phosphorus	Report	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Dissolved Solids	XXX	XXX	XXX	1,000.0 Avg Qrtly	XXX	2,500
Copper, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 Sludge use and disposal description and location(s): Aerobically digested sludge is hauled-off site to Pottstown WWTP for further treatment and final disposal.

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

 1. Stormwater prohibition

 2. Notification of designation of responsible operator

 3. Development of an O&M plan

 4. Hauled-in waste restriction

 5. Seasonal Fecal Coliform limitations

 6. Solids management for non-lagoon system

 7. Continuation of PMP for PCBs

 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.

 PA0050644, Industrial, SIC Code 4941, Borough of East Greenville, 206 Main Street, East Greenville, PA 18041. Facility Name: East Greenville Borough Water Filtration Plant. This existing facility is located in Upper Hanover Township, Montgomery 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), Perkiomen Creek, is located in State Water Plan watershed 3-E and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 MGD. Filter backwash Limits:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5

 Sedimentation basin cleaning effluent Limits:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75
Aluminum, Total	Report	Report	XXX	4.0	8.0	10
Iron, Total	Report	Report	XXX	2.0	4.0	5
Manganese, Total	Report	Report	XXX	1.0	2.0	2.5
Turbidity (NTU)	XXX	XXX	XXX	100	XXX	100

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

 1. Submission of updated PPC plan

 2. Sedimentation Basin cleaning condition

 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.

 PA0244171, Industrial Waste, SIC Code 4952, Lower Merion Township, 75 East Lancaster Avenue, Ardmore, PA 19003-2376. Facility Name: Glanraffan Creek Passive Remediation Project. This existing facility is located in Lower Merion Township, Montgomery County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for a passive treatment system designed to treat a groundwater seep from a former township landfill. The facility is located along Centennial Road and Glanraffan Creek. This permit addresses Lower Merion Township's requirement to implement the Glanraffan Creek TMDL issued by the U.S. Environmental Protection agency on December 3, 2003.

 The receiving stream(s), Glanraffan Creek, is located in State Water Plan watershed 3-F and is classified for warm water fish, migratory fish, aquatic life, water supply and recreation. The nearest downstream public water supply intake is located on the Schuylkill River.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.12 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	35	XXX	90
Acidity, Total (as CaCO3)	XXX	XXX	XXX	Report	XXX	Report
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	1.5	XXX	3.7
Manganese, Total	XXX	XXX	XXX	2.0	XXX	5.0

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

 1. Obtain Property Rights

 2. Sludge Disposal

 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.

 PA0011681, Industrial, SIC Code 4932, PECO Energy, 300 Front Street, W Conshohocken, PA 19428-2723. Facility Name: PECO W Conshohocken Gas Plant. This existing facility is located in West Conshohocken Borough, Montgomery 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), Schuylkill River and Gulph Creek, is located in State Water Plan watershed 3-F and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	Instant. Maximum
Conductivity (µmhos/cm)	XXX	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Total Residual Oxidants	XXX	XXX	XXX	0.2 Semi Avg	XXX	0.5
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110

 The proposed effluent limits for Outfall 002.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Oxidants	XXX	XXX	XXX	0.2	XXX	0.5
Conductivity (µmhos/cm)
Apr 1 - Oct 31	XXX	XXX	XXX	Report	XXX	XXX
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Dissolved Solids
Apr 1 - Oct 31	XXX	XXX	XXX	Report	XXX	XXX

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

 1. Other Requirements

 2. Property Rights

 3. Sludge disposal

 4. WQM Permit

 5. BAT Guidelines

 6. TDS Determination Forms from DRBC

 7. Chemical Additives

 8. Stormwater 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 in effect.

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

 PA0041742, Sewage, SIC Code 4952, Nazareth Borough Municipal Authority Northampton County, P.O. Box A, Nazareth, PA 18064-0450. Facility Name: Nazareth Borough WWTP. This existing facility is located in Lower Nazareth Township, Northampton 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), Shoeneck Creek, is located in State Water Plan watershed 1-F 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 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Average Monthly	Minimum	Average Quarterly	Average Monthly	Instant. Maximum
Total Dissolved Solids	Report	XXX	XXX	1,000	XXX	1,000
Copper, Total	XXX	XXX	XXX	Report	XXX	XXX
Carbon Tetrachloride	XXX	XXX	XXX	Report	XXX	XXX
Dichlorobromomethane	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.39	XXX	1.3
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	334	534	XXX	25.0	40.0	50
May 1 - Oct 31	200	307	XXX	15.0	23.0	30
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	400	600	XXX	30.0	45.0	60
Fecal Coliform (CFU/100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen
Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	72.1	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	60	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	20	XXX	XXX	1.5	XXX	3
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	41.4	XXX	XXX	Report	XXX	XXX
Cyanide, Free (µg/L)	XXX	XXX	XXX	9.2	XXX	23
Zinc, Total	XXX	XXX	XXX	0.21	XXX	0.42

 Sludge use and disposal description and location(s): Biosolids are used for agricultural utilization at the Nazareth Borough Municipal Authority under Permit PAG-08 2205.

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

 1. Wet Testing

 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.

 NPDES Permit No. PA0232475, CAFO, Andrew A Reiff, 8245 Buffalo Road, Mifflinburg, PA 17844-7856.

 This existing facility is located in West Buffalo Township, Union County.

 Description of size and scope of existing operation/activity: Swine (Grow—Finish): 684.89 AEUs.

 The receiving stream, Rapid Run, is in watershed 10-C and classified for: High Quality—Cold Water and Migratory Fish.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

 NPDES Permit No. PA0261955 A-1, CAFO, S & A Kreider & Son Inc., 761 Spring Valley Road, Quarryville, PA 17566-9773.

 This existing facility is located in East Drumore Township, Lancaster County.

 Description of size and scope of existing operation/activity: Dairy (Cows, Heifers, Calves): 4709.05 AEUs.

 The receiving stream, Jackson Run, is in watershed 7-K and classified for: High Quality—Cold Water and Migratory Fish.

 The proposed effluent limits for the operation/activity include: Except for the chronic or catastrophic rainfall events defined as over the 25-year/24-hour rain storms, the CAFO general permit is a non-discharge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with the Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.

 PAS803505, Storm Water, SIC Code 5399, 5411, 7538, HPT PSC Properties Trust, 24601 Center Ridge Road, West Lake, OH 44145. Facility Name: Petro Stopping Center Carlisle. This existing facility is located in Middlesex Township, Cumberland County.

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

 The receiving stream(s), Letort Spring Run, is located in State Water Plan watershed 7-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. Existing use: High Quality—Cold Water Fishes. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Total Recoverable Petroleum  Hydrocarbons	XXX	XXX	XXX	Report	Report	XXX
Benzene	XXX	XXX	XXX	0.005	0.010	0.015
Naphthalene	XXX	XXX	XXX	Report	Report	XXX

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

 A. The permittee shall complete all Supplemental Reporting forms provided by the Department in this permit (or an approved equivalent), and submit the signed, completed forms to the Department on a quarterly basis with the DMR, in accordance with Part A. III. B. of this permit.

 B. A record showing the dates when solids and petroleum products are removed from the separator and the location of the disposal site shall be kept for a period of at least 3 years. These records shall be made available upon request by DEP for inspection.

 C. The number of discharges occurring from small Basin 1 and large Basin 2 during each month shall be reported in the comments area of the quarterly DMR. A record showing the dates when small Basin 1 and large Basin 2 discharges occur shall be kept for a period of at least 3 years. These records shall be made available upon request by DEP for inspection.

 D. This permit does not authorize the discharge of any polluting substances resulting from an on-site spill. Such spills shall be controlled through proper implementation of a SPCC Plan.

 E. This permit does not authorize any discharge (stormwater or non-stormwater) containing any pollutant that may cause or contribute to an impact on aquatic life or pose a substantial hazard to human health or the environment due to its quantity or concentration.

 F. Best Management Practices (BMPs).

 The permittee shall implement at least the following BMPs to remain in compliance with this permit.

 1. Discourage ''topping off'' of fuel tanks.

 2. Use dry cleanup methods with absorbent materials instead of hosing down work areas.

 3. Minimize exposure of fuel areas to stormwater.

 4. Cover roll-off containers.

 5. Inspect and clean out stormwater catch basins or cleanouts on a regular basis.

 6. Practice good housekeeping by promptly cleaning up leaks/spills and removing debris and trash from parking lot and adjacent areas.

 7. Install and maintain absorbent booms or blankets in Basin 1.

 8. Inspect oil/water separators after each rainfall exceeding 1/2" in 24 hours to insure petroleum product is being properly removed. Product shall not be allowed to accumulate in the separator in amounts in excess of the design limitations of the separator, or in a manner which adversely affects the separator's operation.

 9. Solids build-up in the oil/water separator shall be measured after each of the above rainfall events. When build-up exceeds either 1-foot depth or the design capacity of the oil/water separator, or otherwise hinders the separator's operation, the solids shall be removed before the next rainfall.

 10. Petroleum products and solids removed from the separator shall be handled and disposed of in a manner that will not violate the laws of the Commonwealth of Pennsylvania.

 11. Annually inspect sediment levels in detention basins. Clean and remove sediment and debris from detention basins to maintain proper operation.

 12. Remove floatables from basins to prevent accumulation.

 G. Monitoring Requirements.

 1. The permittee shall collect all samples from discharges resulting from a storm event that is greater than 0.1 inch in magnitude and that occurs at least 72 hours from the previously measurable (greater than 0.1 inch rainfall) storm event. The 72-hour storm interval is waived when the preceding storm did not yield a measurable discharge, or if the permittee is able to document that a less than 72-hour interval is representative for local storm events during the sample period.

 2. The permittee shall collect all grab samples within the first 30 minutes of a discharge, unless the permittee determines that this is not possible, in which case grab samples must be collected as soon as possible after the first 30 minutes of a discharge.

 3. When the discharge is unable to collect samples due to adverse climatic conditions, samples shall be collected directly from Basin 1.

 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.

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

 PAS806111, Storm Water, SIC Code 4213, Old Dominion Freight Line Inc., 500 Old Dominion Way, Thomasville, NC 27360-8923. Facility Name: Old Dominion Freight Line Inc. This proposed facility is located in Nottingham Township, Washington County.

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

 The receiving stream(s), Unnamed Tributary of Chartiers Creek, is located in State Water Plan watershed 20-F and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	10.0	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	30.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	30.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	5.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	2.0	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	1.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	10.0	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	30.0	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	30.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	5.0	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	2.0	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	1.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 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.

 PA0254894, Storm Water, SIC Code 5052, Bognar & Co., Inc., 733 Washington Road, Pittsburgh, PA 15228-2022. Facility Name: Bognar Somerset Plant. This proposed facility is located in Black Township, Somerset County.

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

 The receiving stream(s), Bromm Run and Laurel Run, is located in State Water Plan watershed 19-F 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 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	XXX	30.0
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0 Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0 Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	30.0 Daily Max	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0 Daily Max	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Mar 31	XXX	XXX	XXX	2,000 Geo Mean	XXX	XXX
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0 Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	30.0 Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Oil and Grease	XXX	XXX	XXX	XXX	30.0 Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0 Daily Max	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	50.0
Aluminum, Total	XXX	XXX	XXX	XXX	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0 Daily Max	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	XXX	Report
Oil and Grease	XXX	XXX	XXX	XXX	30.0 Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75 Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0 Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0 Daily Max	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 010 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of 0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 011 are based on a design flow of 0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	XXX	50.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	0.75	XXX
Iron, Total	XXX	XXX	XXX	XXX	3.0	XXX
Manganese, Total	XXX	XXX	XXX	XXX	1.0	XXX

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

 1. The permit contains a compliance schedule that is added as Part C.VI condition of the permit.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA Waiver is not in effect.

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

 PA0027511, Sewage, SIC Code 4952, New Castle City Sanitary Authority, 110 E Washington Street, New Castle, PA 16101-3815. Facility Name: New Castle WWTP. This existing facility is located in New Castle City, Lawrence County.

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

 The receiving stream, the Mahoning River, is located in State Water Plan watershed 20-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 17 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	3,544	5,671	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	4,253	6,380	XXX	30	45	60
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Dissolved Solids	75,000	150,000 Daily Max	XXX	XXX	Report Daily Max	XXX
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000   Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	2,268	XXX	XXX	16	XXX	32
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Residual Chlorine (TRC)
(Interim)	XXX	XXX	XXX	0.27	XXX	0.9
(Final)	XXX	XXX	XXX	0.10	XXX	0.33
Zinc, Total
(Interim)	Report	XXX	XXX	Report	XXX	XXX
(final)	4.1	XXX	XXX	0.24	XXX	0.48

 Sludge use and disposal description and location: Belt filtration followed by disposal in an approved landfill.

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

 1. TRC Minimization

 2. Annual, Chronic WET testing

 3. Solids Handling

 4. Federal Pretreatment Program

 5. Toxics Reduction Evaluation for Zinc

 6. Total Residual Chlorine Schedule of Compliance

 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.

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

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

 WQM Permit No. 0618404, Sewerage, John L. Dietrich, 3497 New Holland Road, Mohnton, PA 19540-8621.

 This proposed facility is located in Cumru Township, Berks County.

 Description of Proposed Action/Activity: Construction of a small flow single residence sewage system to serve their single family residence located on Locke Road.

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

 WQM Permit No. 6518406, Sewage, Hastings Richard, P.O. Box 1466, Andover, OH 44003-1466.

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

 Description of Proposed Action/Activity: Installation/construction of a SRSTP to abate an on-lot malfunction

 WQM Permit No. 9662S A-5, Sewage, Borough of Oakmont, 767 Fifth Street, Oakmont, PA 15139-1524.

 This existing facility is located in Oakmont Borough, Allegheny County.

 Description of Proposed Action/Activity: The Borough proposes to increase the height of the existing above ground equalization tank to provide additional wet weather storage capacity.

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

 WQM Permit No. 2018406, Sewage, Vernon Township Sanitary Authority Crawford County, 1320 Park Avenue, Meadville, PA 16335-3114.

 This proposed facility is located in Meadville City, Crawford County.

 Description of Proposed Action/Activity: Replacement of Roche Park pump stations and force main.

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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.

 Lackawanna County Conservation District, 1038 Montdale Road, Scott Township, PA 18447.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD350011	San Cataldo Properties LLC 276 Drinker Turnpike Covington Twp, PA 18424-7828	Lackawanna	Covington Twp	UNT to Langan Creek (HQ-CWF, MF)

 Lehigh County Conservation District, 4184 Dorney Park Road, Suite 105, Allentown, PA 18401.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD390040	New Tripoli Bank 6748 Madison St New Tripoli, PA 18066	Lehigh	N Whitehall Twp	UNT to the Mill Creek (CWF, MF, EV Wetlands)

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD400024	PPL Electric Utilities Corp Colleen Kester 2 N 9th St Allentown, PA 18101-1139	Luzerne	Bear Creek Twp Hanover Twp	Solomon Creek (HQ-CWF, MF) Pine Creek (CWF, MF)

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD480069	Kenneth Snyder Spectrum Land Acquisitions Inc 3312 Seventh St Whitehall, PA 18052	Northampton	Bushkill Twp	Monocacy Creek (HQ-CWF, MF)
PAD480081	Ronald C Check Vertek Construction Management 7171 Airport Rd Bath, PA 18014	Northampton	Palmer Twp	Bushkill Creek (HQ-CWF, MF)

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

Permit #	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD050005	Municipal Authority of the Borough of Bedford 244 West Penn Street Bedford, PA 15522	Bedford	Bedford Borough Bedford Township	Raystown Branch of Juniata (TSF, MF) Cumberland Valley Run (WWF, MF) Shobers Run (HQ-CWF, MF)
PAD670030	Kurtz School LLC 5511 Norrisville Road White Hall, MD 21161	York	Hopewell Township	UNT Leibs Creek (HQ-CWF)

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD140033	Weaver Family Farms 23 Weaver Farms Lane Port Matilda, PA 16870	Centre	Halfmoon Twp.	UNT Halfmoon Creek HQ-CWF, MF
PAD140040	University Area Joint Authority 1576 Spring Valley Road State College, PA 16801	Centre	College & Harris Twp.	Galbraith GAP, HQ-CWF UNT-Slab Cabin Run, CWF UNT-Spring Creek, CWF

 Columbia County Conservation District: 702 Sawmill Road, Suite 204, Bloomsburg, PA 17815, (570) 784-1310, X 102.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD190004	Aqua Pennsylvania, Inc. 204 East Sunbury Street Shamokin, PA 17872	Columbia	Conyngham	South Branch Roaring Creek HQ-CWF, Little Catawassa Creek HQ-CWF, North Branch Shamokin Creek CWF

 Southwest Region: Waterways & Wetlands Program, 400 Waterfront Drive, Pittsburgh, PA 15222, Dana Drake, Waterways and Wetlands Program Manager, 412-442-4000.

Permit No.	Applicant & Address	County	Municipality	Stream Name
PAD110006	Jackson East Taylor Sewer Authority 2603 William Penn Avenue Johnstown, PA 15909	Cambria County	Jackson Township	Hinckston Run (CWF)
PAD650014	Westmoreland County Transit Authority 41 Bell Way Greensburg, PA 15601	Westmoreland County	North Huntingdon Township	UNT to Jacks Run (HQ-TSF); UNT to Brush Creek (TSF)

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VII. List of NOIs for NPDES and/or Other General Permit Types.

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PAG-12	Concentrated Animal Feeding Operations (CAFOs)
PAG-13	Stormwater Discharges from Municipal Separate Storm Sewer Systems (MS4)

---

MS4 PAG-13 Notices of Intent Received.

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

NPDES Permit No.	Applicant Name & Address	Municipality, County	Waiver Application Submitted (Y/N)	Pollutant Reduction Plan Submitted (Y/N)
PAG136262	New Eagle Borough 157 Main Street New Eagle, PA 15067-1145	New Eagle Borough, Washington County	Y	N
PAG136368	Potter Township 206 Mowry Road Monaca, PA 15061-2224	Potter Township, Beaver County	Y	N

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