NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[44 Pa.B. 7565]
[Saturday, December 6, 2014]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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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?
PAS212203 (Storm Water)	Rock Hill Concrete Inc. Bossardsville Plant 5841 Upper Cherry Valley Road Stroudsburg, PA 18360	Monroe County Hamilton Township	Unnamed Tributary to Lake Creek (1-E)	Y
PA0061476 (Sewage)	Edgewood MHP 124 Gardner Lane Clarks Summit, PA 18411	Lackawanna County Glenburn Township	Unnamed Tributary to Ackerly Creek (04F)	Y

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0252476 (Sewage)	Shuppe Rentals Trailer Park STP SR 2010 Dillner, PA 15327	Greene County Dunkard Township	Unnamed Tributary to Dunkard Creek (19-G)	Y
PA0093874 (Sewage)	250 3rd St Saltsburg PA 15981 250 3rd Street Saltsburg, PA 15681	Westmoreland County Loyalhanna Township	Unnamed Tributary to Kiskiminetas River (18-C)	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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 Southwest Regional Office: Regional Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, Telephone: 412.442.4000.

 PA0001295, Industrial Waste, SIC Code 9999, Ashland Inc., 5200 Blazer Parkway DS-4, Dublin, OH 43017. Facility Name: Ashland, Inc.—Freedom Terminal. This existing facility is located in Freedom Borough, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated storm water and groundwater.

 The receiving stream(s), the Ohio River, is located in State Water Plan watershed 20-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 0.62 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	20	40	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Dissolved Iron	XXX	XXX	XXX	XXX	XXX	7.0
Total BTEX	XXX	XXX	XXX	0.1	XXX	0.25
Benzene	XXX	XXX	XXX	0.001	XXX	0.0025
Ethylbenzene	XXX	XXX	XXX	Report	XXX	Report
Toluene	XXX	XXX	XXX	Report	XXX	Report
Total Xylenes	XXX	XXX	XXX	Report	XXX	Report

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

 • Requirements for the use of chemical additives

 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.

 PA0002208, Industrial Waste, SIC Code 3339, Horsehead Corporation, 300 Frankfort Road, Monaca, PA 15061-2210. Facility Name: Horsehead Corp Monaca Smelter. This existing facility is located in Potter Township, Beaver County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste. This is a revision to draft limits published on March 22, 2014.

 The receiving streams, Ohio River, Poorhouse Run, Rag Run and an unnamed stream, are located in State Water Plan watershed 20-B and 20-G and are classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 1.1 MGD. Effluent monitored at IMP 101 discharges through Outfall 001.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	72	108	XXX	10	15	19
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum	Report	Report	XXX	Report	Report	XXX
Total Arsenic	4.1	10.0	XXX	0.57	1.39	1.7
Total Barium	Report	Report	XXX	Report	Report	XXX
Total Cadmium	0.57	1.4	XXX	0.08	0.2	0.3
Total Chromium	Report	Report	XXX	Report	Report	XXX
Total Copper	4.4	9.2	XXX	0.61	1.28	1.6
Fluoride	XXX	XXX	XXX	Report	Report	XXX
Total Iron	Report	Report	XXX	Report	Report	XXX
Total Lead	0.65	0.72	XXX	0.09	0.10	0.13
Total Manganese	Report	Report	XXX	Report	Report	XXX
Total Mercury	Report	Report	XXX	Report	Report	XXX
Total Selenium	Report	Report	XXX	Report	Report	XXX
Total Nickel	Report	Report	XXX	Report	Report	XXX
Sulfate	XXX	XXX	XXX	Report	Report	XXX
Total Thallium
(Interim)	Report	Report	XXX	Report	Report	XXX
(Final)	1.0	1.5	XXX	0.13	0.21	0.33
Total Zinc	3.0	7.3	XXX	0.42	1.02	1.3
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.20 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	0.5	XXX	1.6
CBOD5	XXX	XXX	XXX	25	XXX	50
Total Suspended Solids	XXX	XXX	XXX	30	XXX	60
Fecal Coliform (CFU/100 ml)
Apr 1 - Oct 31	XXX	XXX	XXX	200   Geo Mean	XXX	400
Nov 1 - Mar 31	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 003 are based on a design flow of 90 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine	XXX	XXX	XXX	XXX	XXX	0.2
Heat Rejection Rate (MBTUs/day)
Jan 1 - Jun 30	XXX	119,000	XXX	XXX	XXX	XXX
Jul 1 - Dec 31	XXX	71,200	XXX	XXX	XXX	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Hexavalent Chromium	XXX	XXX	XXX	Report	Report	XXX
Total Cobalt	XXX	XXX	XXX	Report	Report	XXX
Sulfate	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.720 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids
(Interim)	XXX	XXX	XXX	30	100	XXX
(Final)	XXX	XXX	XXX	10	15	19
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Total Arsenic
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.57	1.39	1.7
Total Cadmium
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.08	0.2	0.3
Total Chromium	XXX	XXX	XXX	Report	Report	XXX
Total Copper
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.61	1.28	1.6
Fluoride	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Total Lead
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.09	0.10	0.13
Total Thallium	XXX	XXX	XXX	Report	Report	XXX
Total Zinc
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.42	1.02	1.3

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.014 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30	XXX	100
Total Cadmium	XXX	XXX	XXX	0.2	XXX	0.5
Hexavalent Chromium	XXX	XXX	XXX	0.2	XXX	0.5
Total Lead	XXX	XXX	XXX	0.2	XXX	0.5
Total Selenium	XXX	XXX	XXX	0.2	XXX	0.5

 The proposed effluent limits for Outfalls 007 and 008 are for storm water discharges.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	Report
Total Aluminum	XXX	XXX	XXX	Report	XXX	Report
Total Arsenic	XXX	XXX	XXX	Report	XXX	Report
Total Barium	XXX	XXX	XXX	Report	XXX	Report
Total Cadmium	XXX	XXX	XXX	Report	XXX	Report
Total Chromium	XXX	XXX	XXX	Report	XXX	Report
Total Copper	XXX	XXX	XXX	Report	XXX	Report
Fluoride	XXX	XXX	XXX	Report	XXX	Report
Total Iron	XXX	XXX	XXX	Report	XXX	Report
Total Lead	XXX	XXX	XXX	Report	XXX	Report
Total Manganese	XXX	XXX	XXX	Report	XXX	Report
Total Mercury	XXX	XXX	XXX	Report	XXX	Report
Total Zinc	XXX	XXX	XXX	Report	XXX	3.34

 The proposed effluent limits for Outfall 009 are for storm water discharges.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Total Aluminum	XXX	XXX	XXX	Report	XXX	Report
Total Arsenic	XXX	XXX	XXX	Report	XXX	Report
Total Barium	XXX	XXX	XXX	Report	XXX	Report
Total Cadmium	XXX	XXX	XXX	Report	XXX	Report
Total Chromium	XXX	XXX	XXX	Report	XXX	Report
Total Copper	XXX	XXX	XXX	Report	XXX	Report
Fluoride	XXX	XXX	XXX	Report	XXX	Report
Total Iron	XXX	XXX	XXX	Report	XXX	Report
Total Lead	XXX	XXX	XXX	Report	XXX	Report
Total Manganese	XXX	XXX	XXX	Report	XXX	Report
Total Mercury	XXX	XXX	XXX	Report	XXX	Report
Total Zinc	XXX	XXX	XXX	Report	XXX	3.34

 The proposed effluent limits for Outfall 010 are for storm water discharges.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Total Arsenic	XXX	XXX	XXX	Report	XXX	Report
Total Cadmium	XXX	XXX	XXX	Report	XXX	Report
Total Chromium	XXX	XXX	XXX	Report	XXX	Report
Total Copper	XXX	XXX	XXX	Report	XXX	Report
Fluoride	XXX	XXX	XXX	Report	XXX	Report
Total Iron	XXX	XXX	XXX	Report	XXX	Report
Total Lead	XXX	XXX	XXX	Report	XXX	Report
Total Zinc	XXX	XXX	XXX	Report	XXX	3.34

 The proposed effluent limits for Outfall 011 are based on a design flow of 0.69 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

 The proposed effluent limits for Outfall 013 are based on a design flow of 0.720 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	10	15	19
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Total Arsenic	XXX	XXX	XXX	0.57	1.39	1.7
Total Cadmium	XXX	XXX	XXX	0.08	0.2	0.3
Total Chromium	XXX	XXX	XXX	Report	Report	XXX
Total Copper	XXX	XXX	XXX	0.61	1.28	1.6
Fluoride	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Total Lead	XXX	XXX	XXX	0.09	0.10	0.13
Total Nickel	XXX	XXX	XXX	Report	Report	XXX
Total Thallium	XXX	XXX	XXX	Report	Report	XXX
Total Zinc	XXX	XXX	XXX	0.42	1.02	1.3

 The proposed effluent limits for Outfalls 017, 018, 019, 020 and 021 are for storm water discharges.

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

 The proposed effluent limits for Outfalls 104, 204, 304, 404, 504, 604, 713 and 813 and Internal Monitoring Points 113 and 114 are for storm water overflows.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Total Aluminum	XXX	XXX	XXX	Report	XXX	Report
Total Arsenic	XXX	XXX	XXX	Report	XXX	Report
Total Barium	XXX	XXX	XXX	Report	XXX	Report
Total Cadmium	XXX	XXX	XXX	Report	XXX	Report
Total Chromium	XXX	XXX	XXX	Report	XXX	Report
Total Copper	XXX	XXX	XXX	Report	XXX	Report
Fluoride	XXX	XXX	XXX	Report	XXX	Report
Total Iron	XXX	XXX	XXX	Report	XXX	Report
Total Lead	XXX	XXX	XXX	Report	XXX	Report
Total Manganese	XXX	XXX	XXX	Report	XXX	Report
Total Mercury	XXX	XXX	XXX	Report	XXX	Report
Total Nickel	XXX	XXX	XXX	Report	XXX	Report
Total Zinc	XXX	XXX	XXX	Report	XXX	3.34

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

 • Schedule of compliance for IMP 101 thallium limits; chemical additive requirements; TRC minimization; and requirements for storm water outfalls associated with industrial activities and construction activities

 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.

 PA0204889, Industrial Waste, SIC Code 4111, Allegheny County Port Authority, 345 Sixth Avenue, Pittsburgh, PA 15222-2527. Facility Name: Harmar Garage Port Authority Allegheny County. This existing facility is located in Harmar Township, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary to Deer Creek, is located in State Water Plan watershed 18-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00 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	Report	XXX	XXX	Report
BOD5	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Dissolved Iron	XXX	XXX	XXX	3.5	7.0	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.00 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
BOD5	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Dissolved Iron	XXX	XXX	XXX	3.5	7.0	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.

 PA0204901, Industrial Waste, SIC Code 4111, Allegheny County Port Authority, 345 6th Avenue Floor 3, Pittsburgh, PA 15222-2527. Facility Name: Port Authority Ross Township Garage. This existing facility is located in Ross Township, Allegheny 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), Nelson Run, is located in State Water Plan watershed 18-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00 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	Report	XXX	XXX	Report
BOD5	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30	60	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Dissolved Iron	XXX	XXX	XXX	3.5	7.0	XXX
Total Xylenes	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.00 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	XXX	Report
BOD5	XXX	XXX	XXX	Report	Report	XXX
Chemical Oxygen Demand	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Dissolved Iron	XXX	XXX	XXX	Report	Report	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.

 PA0204862, Industrial Waste, SIC Code 3211, Guardian Industries Corporation, 1000 Glass House Road, Jefferson Hills, PA 15025-2551. Facility Name: Floreffe Plant. This existing facility is located in Jefferson Hills Borough, Allegheny County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of cooling tower blowdown and storm water. This is a revision to draft limits published on May 4, 2013.

 The receiving stream, the Monongahela River, is located in State Water Plan watershed 19-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfalls 001 and 003—012 are for storm water discharges.

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

 The proposed effluent limits for Internal Monitoring Point 101.

	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
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX

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

 • Requirements for chemical additives and storm water outfalls.

 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.

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

 PA0244449, SIC Code 4911, 4931, FPL Energy Marcus Hook LP, 100 Green Street, Marcus Hook, PA 19061. Facility Name: Marcus Hook Generating Station. This existing facility is located in Marcus Hook Borough, Delaware County.

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

 The receiving stream(s), Delaware River Estuary-Zone 4, is located in State Water Plan watershed 3-G 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 4.32 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (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	0.05	XXX	0.1
Temperature (°F)	XXX	XXX	XXX	XXX	XXX	95.0
CBOD5	1,080	2,161	XXX	30	60	75
CBOD20	1,082	XXX	XXX	XXX	XXX	XXX
Total Suspended Solids	1,080	3,602	XXX	30	100	XXX
Total Dissolved Solids	180,144	360,288	XXX	5,000	10,000	12,500
Oil and Grease	540	720	XXX	15	20	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	Report	Report
Total Cadmium	XXX	XXX	XXX	Report	Report	Report
Total Copper	XXX	XXX	XXX	Report	Report	Report
Bromide	XXX	XXX	XXX	Report	Report	Report
PCBs (Dry Weather) (pg/L)	XXX	XXX	XXX	XXX	Report	XXX
Acute Toxicity—
Ceriodaphnia Survival (TUa)	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

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permit Condition

 D. BAT/ELG Reopener

 E. Chlorine Optimization

 F. Thermal Impact

 G. Thermal Mixing Zone

 H. Annual Inspection of Stormwater

 I. WET Requirement

 J. Chemical Additives Requirement

 K. PCB/PMP Requirement

 L. Cooling Water Intake Structure 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 not in effect.

 PA0042889, Sewage, SIC Code 8211, Octorara Area School District, 228 Highland Road, Atglen, PA 19310-1603. Facility Name: Octorara Area School District STP. This existing facility is located in West Fallowfield Township, Chester County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sanitary wastewater from Octorara Area School District STP.

 The receiving stream(s), Unnamed Tributary to Knight Run, is located in State Water Plan watershed 7-K 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 0.03 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly		Instant. Maximum
Flow (GPD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6 Inst Min	XXX	XXX	9
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.02	XXX	0.04
CBOD5	6.25	XXX	XXX	25	XXX	50
Total Suspended Solids	7.5	XXX	XXX	30	XXX	60
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ammonia-Nitrogen
May 1 - Oct 31	0.5	XXX	XXX	2.0	XXX	4.0
Nov 1 - Apr 30	1.5	XXX	XXX	6.0	XXX	12.0
Total Phosphorus	0.5	XXX	XXX	2.0	XXX	4.0
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite	Report	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX

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

 I. Special Requirements

 A. No Stormwater

 B. All Necessary Rights

 C. Sludge Removal

 D. Abandon STP

 E. TRC Minimization

 F. Small Receiving Stream

 G. Fecal Coliform

 II. EDMR 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.

 PA0244481, SIC Code 8811, Baughman Sharon, 1007 Forrest Road, Doylestown, PA 18902. Facility Name: Baughman SRSTP. This existing facility is located in West Rockhill Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Ridge Valley Creek, is located in State Water Plan watershed 3-E and is classified for High Quality Waters—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 0.0005 MGD.

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

 I. Other Requirements

 A. AMR to DEP

 B. DMR to DEP

 C. Depth Measurement

 D. Septic Tank Pumping

 E. No Stormwater

 F. Property Rights

 G. Sludge Removal

 H. Abandon Use

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

 PA0085073, Sewage, SIC Code 4952, Wood-Broad Top-Wells Joint Municipal Authority, P. O. Box 7, Wood, PA 16694. Facility Name: Wood-Broad Top-Wells STP. This existing facility is located in Wood Township, Huntingdon 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 Great Trough Creek, is located in State Water Plan watershed 11-D and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.084 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	18	28 Wkly Avg	XXX	25	40	50
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	21	32 Wkly Avg	XXX	30	45	60
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200  Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000   Geo Mean	XXX	10,000
UV Transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	1.4	XXX	XXX	2	XXX	4
Nov 1 - Apr 30	4.2	XXX	XXX	6	XXX	12
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • Restrictions on acceptance of hauled-in wastes at the treatment facility under certain conditions, unless otherwise approved by DEP in writing

 • Solids management and reporting requirements

 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.

 PA0083526, Industrial Waste, SIC Code 3321, R. H. Sheppard Co., Inc., 101 Philadelphia Street, Hanover, PA 17331. Facility Name: R. H. Sheppard Co., Inc. This existing facility is located in Hanover Borough, 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, Unnamed Tributary to Oil Creek, is located in State Water Plan watershed 7-H and is classified for Warm Water Fishes, 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 005 are based on a design flow of 0.0 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Arsenic	XXX	XXX	XXX	XXX	Report	XXX
Total Cadmium	XXX	XXX	XXX	XXX	Report	XXX
Total Chromium	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Lead	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.0 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Arsenic	XXX	XXX	XXX	XXX	Report	XXX
Total Cadmium	XXX	XXX	XXX	XXX	Report	XXX
Total Chromium	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Lead	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.144 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
Temperature (°F)	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.065 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
Temperature (°F)	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX

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

 The EPA Waiver is in effect.

 PA0087513, Sewage, SIC Code 4952, Mapleton Borough Area Joint Municipal Authority Huntingdon County, 13343 Smith Valley Road, Mapleton Depot, PA 17052-0415. Facility Name: Mapleton Area STP. This existing facility is located in Union Township, Huntingdon 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), Hares Valley Creek, is located in State Water Plan watershed 12-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1 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	21	33 Wkly Avg	XXX	25	40	50
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	25	38 Wkly Avg	XXX	30	45	60
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200  Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000   Geo Mean	XXX	10,000
UV Transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	4.2	XXX	XXX	5	XXX	10
Nov 1 - Apr 30	12.5	XXX	XXX	15	XXX	30
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX

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

 • Restrictions on acceptance of haulein wastes at the treatment facility under certain conditions, unless otherwise approved by DEP in writing.

 • Solids management and reporting requirements

 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.

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

 NPDES Permit No. PA0026841, Sewage, SIC Code 4952, Borough of Oakmont, P. O. Box 206, Oakmont, PA 15139-0206.

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

 Description of Existing Action/Activity: Issuance of an NPDES Permit for an existing discharge of treated Sewage.

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 Northwest Regional Office: Regional Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481, Telephone: 814.332.6942.

 PA0102288, Industrial Waste, SIC Code 4953, Casella Waste Management of PA, Inc. and Cares McKean, LLC, 19 Ness Lane, Kane, PA 16735. Facility Name: McKean County Landfill. This existing facility is located in Sergeant Township, McKean County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste consisting of treated Shale Gas Extraction (SGE) wastewater from the Marcellus Shale region, treated Industrial Waste consisting of landfill leachate, and stormwater runoff.

 The receiving streams, an Unnamed Tributary to the Little Sicily Run (Outfalls 001-006 and 010), an Unnamed Tributary to the Sevenmile Run (Outfall 007), the Rocky Run (Outfall 008), and the Sicily Run (Outfall 009), are located in State Water Plan watershed 17-A and are classified for Cold Water Fishes (Outfalls 001-006, 008-010) and High Quality—Cold Water Fishes (Outfall 007), 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 0.55 MGD.

	Mass (lbs/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.55 MGD.

	Mass (lbs/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
CBOD5
(Interim)	207.2	310.8	XXX	46.8	70.2	93.6
CBOD5 (°F) (Final)	194.4	291.6	XXX	46.6	69.9	93.2
Total Suspended Solids	Report	Report	XXX	11.3	29.6	37.0
Total Dissolved Solids	2,085	4,170	XXX	500	1,000	1250
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	51.4	102.8	128.5
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Ammonia-Nitrogen
May 1 - Oct 31	7.6	11.4	XXX	1.8	2.7	3.6
Nov 1 - Apr 30	22.8	34.2	XXX	5.4	8.1	10.8
Total Antimony
(Interim)	0.1301	0.2602	XXX	0.0312	0.111	0.1388
(Final)	0.024	0.048	XXX	0.0058	0.0116	0.0145
Total Arsenic
(Interim)	0.0830	0.1660	XXX	0.0199	0.0993	0.1241
(Final)	0.041	0.082	XXX	0.01	0.02	0.025
Total Barium
(Interim)	41.7	83.4	XXX	10	20	25
(Final)	10.4	20.8	XXX	2.5	5.0	6.25
Total Cadmium
(Interim)	0.0425	0.0851	XXX	0.0102	0.0172	0.0215
(Final)	0.0012	0.0024	XXX	0.0003	0.0006	0.00075
Total Chromium	Report	Report	XXX	0.0522	0.167	0.2087
Total Cobalt	0.083	0.166	XXX	0.02	0.04	0.05
Total Copper	0.037	0.075	XXX	0.009	0.018	0.022
Total Lead	0.012	0.025	XXX	0.003	0.006	0.007
Total Mercury	0.00020	0.00041	XXX	0.00005	0.00010	0.00012
Total Nickel	0.225	0.450	XXX	0.054	0.108	0.135
Total Selenium	0.020	0.041	XXX	0.005	0.010	0.012
Total Silver	0.008	0.016	XXX	0.002	0.004	0.005
Total Strontium	41.7	83.4	XXX	10	20	25
Total Uranium (µg/L)	Report	Report	XXX	Report	Report	Report
Total Tin	Report	Report	XXX	0.0367	0.0955	0.1194
Total Titanium	Report	Report	XXX	0.00612	0.0159	0.0199
Total Vanadium	Report	Report	XXX	0.0518	0.0628	0.0785
Total Zinc	0.317	0.634	XXX	0.076	0.152	0.190
o-Cresol	Report	Report	XXX	0.561	1.92	2.40
2,4,6-Trichlorophenol	0.0075	0.0150	XXX	0.0018	0.0036	0.0045
Phenol	Report	Report	XXX	1.08	3.65	4.56
Acetone	15	30	XXX	3.6	7.2	9.0
Acetophenone	Report	Report	XXX	0.0562	0.114	0.143
Butyl Benzyl Phthalate	0.15	0.30	XXX	0.036	0.072	0.090
Chloride	1,042	2,085	XXX	250	500	625
Bromide	Report	Report	XXX	Report	Report	Report
2-Butanone	Report	Report	XXX	1.85	4.81	6.01
Bis(2-Ethylhexyl)Phthalate	0.008	0.016	XXX	0.002	0.004	0.005
Fluoranthene	Report	Report	XXX	0.0268	0.0537	0.0671
Carbazole	Report	Report	XXX	0.276	0.598	0.748
n-Decane	Report	Report	XXX	0.437	0.948	1.185
n-Octadecane	Report	Report	XXX	0.302	0.589	0.736
p-Cresol	0.688	1.376	XXX	0.165	0.330	0.412
Pyridine	Report	Report	XXX	0.182	0.37	0.46
Tetrachloroethylene
(Interim)	Report	Report	XXX	Report	Report	Report
(Final)	0.0038	0.0077	XXX	0.0009	0.0019	0.0023
Gross Alpha (pCi/L)	XXX	XXX	XXX	Report	Report	Report
Radium 226/228,  Total (pCi/L)	XXX	XXX	XXX	Report	Report	Report

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.55 MGD.

	Mass (lbs/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
CBOD5	XXX	XXX	XXX	36.5	54.8	73.0
Total Suspended Solids	XXX	XXX	XXX	27	88	110
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Ammonia-Nitrogen	XXX	XXX	XXX	4.7	7.0	9.4
Total Zinc	XXX	XXX	XXX	0.098	0.196	0.245
Phenol	XXX	XXX	XXX	0.015	0.026	0.032
a-Terpineol	XXX	XXX	XXX	0.016	0.033	0.041
Benzoic Acid	XXX	XXX	XXX	0.071	0.12	0.18
p-Cresol	XXX	XXX	XXX	0.014	0.025	0.031

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

 • Requirement to Use eDMR System

 • Equivalent Treatment Determination

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is not in effect.

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

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

 WQM Permit No. 0214407, Sewage, Pittsburgh Water and Sewer Authority, 1200 Penn Ave, Pittsburgh, PA 15233.

 This proposed facility is located in City of Pittsburgh, Allegheny County.

 Description of Proposed Action/Activity: Installation of sanitary sewer lines and appurtenances.

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

 WQM Permit No. 6214402, Sewage, Ronald Hunter, 4848 Route 957, Russell, PA 16345.

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

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

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI01 0913001(1)	Waste Management of Fairless, LLC 100 New Ford Mill Road Morrisville, PA 19067	Bucks	Falls Township	Delaware River WWF—MF
PAI01 1514040	Upper Uwchlan Township Municipal Authority 140 Pottstown Pike Chester Springs, PA 19425	Chester	Upper Uwhclan Township	Unnamed Tributary to Marsh Creek HQ—TSF Pickering Creek HQ—TSF
PAI01 2313007	City of Philadelphia Division of Aviation Terminal D-E Philadelphia International Airport Philadelphia, PA 19153	Delaware	Tinicum Township	Delaware River WWF—MF
PAI01 5114011-2	Liberty Property Trust 1628 John F. Kennedy Boulevard Philadelphia, PA 19103	Philadelphia	City of Philadelphia	Delaware River WWF—MF
PAI01 5114011-3	Liberty Property/Synterra Limited Partnership 1628 John F. Kennedy Boulevard Philadelphia, PA 19103	Philadelphia	City of Philadelphia	Delaware River WWF—MF
PAI01 5114019	Grace Townhomes Limited Partnership 100 West Oxford Street Suite E-2300 Philadelphia, PA 19122	Philadelphia	City of Philadelphia	Delaware River WWF—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
PAI032807003R	Thomas B. Mongold 18182 Fort Davis Road Mercersburg, PA 17236	Franklin	Guilford Township	UNT Raccoon Creek (HQ-CWF) Rocky Mountain Creek (HQ-CWF)
PAI030714002	Laverne Nolt 2705 Henrietta Road Martinsburg, PA 16662	Blair	North Woodbury Township	UNT to Yellow Creek/HQ, CWF
PAI030714004	Allegheny Township Sewer and Water Authority 3131 Colonial Drive Duncansville, PA 16635	Blair	Allegheny Township	Spencer Run/WWF, MF and UNT to Spencer Run
PAI030714005	Lexington One, Inc. 620 Howard Avenue Altoona, PA 16601	Blair	Allegheny Township	Brush Run/WWF, MF
PAI032114006	South Middleton School District 4 Forge Road Boiling Springs, PA 17007	Cumberland	South Middleton Township	Yellow Breeches Creek (HQ-CWF, MF)

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

 Lycoming County Conservation District: 542 County Farm Road Suite 202, Montoursville, PA 17754, (570) 433-3003

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI044114005	Duncan Masemore Cellco Partnership d/b/a Verizon Wireless 4642 Jonestown Rd Ste 200 Harrisburg PA 17109	Lycoming	Pine Township	Otter Run EV

 Northwest Region: Watershed Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481

 Clarion County Conservation District, 330 West Main Street, Room 9, Clarion PA 16214

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI061614002	DCNR Bureau of Facility Design PO Box 8451 Harrisburg PA 17105	Clarion	Farmington Twp	Toms Run EV

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