NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[45 Pa.B. 4407]
[Saturday, August 8, 2015]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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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.

 PA0253006, SIC Code 3841, Cook Inc., PO Box 489, Bloomington, IN 47402. Facility Name: Cook Vascular Inc. This existing facility is located in Parks Township, Armstrong County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.036 MGD.

	Mass		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 Manganese	XXX	XXX	XXX	XXX	XXX	Report
cis-1,2-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
Trichloroethylene	XXX	XXX	XXX	0.005	XXX	0.012

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

 • Requirements applicable to Stormwater Outfalls

 • Groundwater Cleanup—Granular Activated Carbon (GAC) Adsorption of Organic Pollutants

 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.

 PA0034819, SIC Code 3399, Ametek Corporation, 1085 Route 519, Eighty Four, PA 15330-0427. Facility Name: Ametek Corp. Specialty Metal Products Division. This existing facility is located in North Strabane Township, Washington County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial wastewater, treated sanitary sewage wastewater and untreated stormwater runoff.

 The receiving streams, Little Chartiers Creek and Unnamed Tributary to Little Chartiers Creek are located in State Water Plan watershed 20-F and 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 0.0123 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 Aluminum	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Total Manganese	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.01 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	5.1	8.5	XXX	12.0	20.0	XXX
Total Suspended Solids	8.3	17.5	XXX	19.5	41.0	XXX
Total Cyanide	0.049	0.117	XXX	0.12	0.29	XXX
Fluoride	0.540	1.22	XXX	26.4	59.5	XXX
Total Nickel	0.008	0.016	XXX	0.18	0.44	XXX
Total Chromium	0.003	0.008	XXX	1.27	1.92	XXX
Total Copper
(Interim)	0.405	0.769	XXX	1.0	1.9	XXX
(Final)	0.405	0.769	XXX	0.253	0.394	XXX
Total Lead
(Interim)	0.081	0.170	XXX	0.2	0.42	XXX
(Final)	0.081	0.170	XXX	0.09	0.014	XXX
Total Aluminum
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	13.5	21.1	XXX
Total Antimony
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.158	0.246	XXX
Total Cadmium
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.008	0.012	XXX
Total Thallium
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.007	0.01	XXX
Total Boron	XXX	XXX	XXX	Report	Report	XXX
Total Selenium	XXX	XXX	XXX	Report	Report	XXX
Total Silver	XXX	XXX	XXX	Report	Report	XXX
Total Zinc	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.0023 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	0.0023	XXX	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
(Interim)	XXX	XXX	XXX	0.5	1.4	XXX
(Final)	XXX	XXX	XXX	Non-Detect	Non-Detect	XXX
Total Suspended Solids	XXX	XXX	XXX	20	40	XXX
CBOD5	XXX	XXX	XXX	10	20	XXX
Fecal Coliform (CFU/100 ml)
May 1 - Oct 31	XXX	XXX	XXX	200	1,000	XXX
Nov 1 - Apr 30	XXX	XXX	XXX	2,000	Report	XXX
Ammonia-Nitrogen
May 1 - Oct 31	XXX	XXX	XXX	5	10	XXX
Nov 1 - Apr 30	XXX	XXX	XXX	10	30	XXX

 The proposed effluent limits for Outfall 301 are based on a design flow of 0.00 MGD (stormwater).

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH	XXX	XXX	XXX	XXX	Report	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 Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Fluoride	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH	XXX	XXX	XXX	XXX	Report	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 Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Fluoride	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.00 MGD (stormwater).

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH	XXX	XXX	XXX	XXX	Report	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 Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Copper	XXX	XXX	XXX	XXX	Report	XXX
Fluoride	XXX	XXX	XXX	XXX	Report	XXX
Total Nickel	XXX	XXX	XXX	XXX	Report	XXX

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

 • NPDES permit compliance schedule for total residual chlorine and water quality based effluent limitations.

 • Storm Water Pollution Prevention Plan development requirement.

 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.

 PA0025844, SIC Code 9651, U.S. Department of Health and Human Services, Centers for Disease Control and Prevention, National Institute of Occupational Safety and Health, 626 Cochrans Mill Road, Pittsburgh, PA 15236. Facility Name: Bruceton Research Center. This existing facility is located in South Park 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, treated abandoned mine drainage and untreated stormwater runoff.

 The receiving streams, Lick Run and McElheny run are located in State Water Plan watershed 19-C and 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 0.000000 MGD.

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
BOD5	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Lead	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Mercury	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.000037 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	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	35	70	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Total Iron	XXX	XXX	XXX	3.5	7.0	XXX
Total Manganese	XXX	XXX	XXX	2.0	4.0	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.0026 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	60	XXX
Total Aluminum	XXX	XXX	XXX	0.75	0.75	XXX
Total Iron	XXX	XXX	XXX	1.5	3.0	XXX
Total Manganese	XXX	XXX	XXX	2.0	4.0	XXX
Total Cadmium	XXX	XXX	XXX	0.0055	0.0085	XXX
Total Antimony	XXX	XXX	XXX	Report	Report	XXX
Total Arsenic	XXX	XXX	XXX	Report	Report	XXX
Hexavalent Chromium	XXX	XXX	XXX	Report	Report	XXX
Total Cobalt	XXX	XXX	XXX	Report	Report	XXX
Total Copper	XXX	XXX	XXX	Report	Report	XXX
Total Lead	XXX	XXX	XXX	Report	Report	XXX
Total Mercury	XXX	XXX	XXX	Report	Report	XXX
Total Nickel	XXX	XXX	XXX	Report	Report	XXX
Total Selenium	XXX	XXX	XXX	Report	Report	XXX
Total Silver	XXX	XXX	XXX	Report	Report	XXX
Total Thallium	XXX	XXX	XXX	Report	Report	XXX
Total Zinc	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX

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

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

 The permittee is authorized to discharge non-polluting stormwater from its site through Outfalls 003, 004, SW-2, SW-4, SW-5 & SW-6.

 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.

 PA025319: SIC Code 5093, Rollock Company, 3179 Lincoln Highway, Stoystown, PA 15563-7919.

 Facility Name: Rollock Company. This existing facility is located in Franklin Borough, Cambria County.

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

 The receiving stream(s), Little Conemaugh River, is located in State Water Plan watershed 18-E 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 stormwater flow.

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

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

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

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

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 900 are based on a stormwater flow.

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 901 are based on a stormwater flow.

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 902 are based on a stormwater flow.

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 903 are based on a stormwater flow.

	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
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Aluminum	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX
Total Manganese	XXX	XXX	XXX	XXX	Report	XXX
Total Zinc	XXX	XXX	XXX	XXX	Report	XXX

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

 • Conditions related to stormwater

 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.

 PA0253162, Industrial Waste, SIC Code 1222, Cumberland Coal Resources LP, 158 Portal Road, Waynesburg, PA 15370. Facility Name: Cumberland Mine Harbor. This proposed facility is located in Monongahela Township, Greene County.

 Description of Proposed Activity: The application is for a new NPDES permit number for an existing discharge of treated sewage and stormwater associated with industrial activity (coal loading, unloading, transportation and storage).

 The receiving stream, the Monongahela River, is located in State Water Plan watershed 19-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 003 are based on a design flow of 0.004 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	4.0	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)
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 031 are based on a precipitation induced flow.

	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	XXX	XXX	9
Total Suspended Solids	XXX	XXX	XXX	XXX	50	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	7	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Total Manganese	XXX	XXX	XXX	Report	Report	XXX
Sulfate	Report	Report	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 032 are based on a precipitation induced flow.

	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	XXX	XXX	9
Total Suspended Solids	XXX	XXX	XXX	XXX	50	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Total Aluminum	XXX	XXX	XXX	Report	Report	XXX
Dissolved Iron	XXX	XXX	XXX	XXX	7	XXX
Total Iron	XXX	XXX	XXX	Report	Report	XXX
Total Manganese	XXX	XXX	XXX	Report	Report	XXX
Sulfate	Report	Report	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX
Bromide	Report	Report	XXX	Report	Report	XXX

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

 • Any untreated overflow from facilities designed, constructed, and operated to treat the volume of runoff which is associated with a 10-year, 24-hour rainfall event shall not be subject to the 50 mg/L TSS limit at Outfalls 031 and 032. The burden of proof is on the permittee to show that untreated overflows occurred as a result of runoff volumes in excess of the 10-year, 24-hour rainfall event.

 • Within 90 days from the permit effective date the permittee shall submit to the DEP a full and complete application for a Water Quality Management Part II Permit for the construction and operation of a storm water impoundment for the treatment of the storm water associated with industrial activity generated at the facility. The design of the pond shall be in accordance with 25 Pa. Code §§ 91.34 and 91.35 and the DEP Guidance Document ''Liners—Impoundments, Stockpiles, and Coal Refuse Disposal Areas'' document number 563-2112-656.

 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

 PA0243949, Storm Water, SIC Code 3271, 3273, 5032, Landis Block & Concrete Company, Inc., 711 North County Line Road, P. O. Box 64418, Souderton, PA 18964-0418. Facility Name: Landis Block & Concrete Telford Plant. This existing facility is located in Hilltown Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Mill Creek and Unnamed Tributary to Skippack Creek, are located in State Water Plan watershed 3-E and are classified for Trout Stocking, 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 Outfalls 001 and 002 are based on an average storm water flow.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Annual Average	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	50	100	XXX
Oil and Grease	XXX	XXX	XXX	15	30	30

 No monitoring is required for stormwater Outfall 003.

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. Dry Stream Discharge

 D. ELG Reopener

 E. TMDL/WLA Analysis

 F. Weekly Sweeping

 G. BMP Upgrades

 H. Stormwater Condition

 I. BMPs for Concrete Facilities

 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.

 PA0244040, Sewage, SIC Code 4952, Shelly Square LP, 528 Main Street, Harleysville, PA 19438. Facility Name: Shelly Rd Development. This existing facility is located in Upper Salford 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), East Branch Perkiomen Creek, is located in State Water Plan watershed 3-E 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 0.012446 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
CBOD5	XXX	XXX	XXX	15	XXX	30
Total Suspended Solids	XXX	XXX	XXX	15	XXX	30
Total Dissolved Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform
(CFU/100 ml)	XXX	XXX	XXX	200	XXX	1,000
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	1.5	XXX	3.0
Total Phosphorus	XXX	XXX	XXX	0.5	XXX	1.0
UV Light Intensity	XXX	XXX	Report	XXX	XXX	XXX

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

 I. Other Requirements

  A. Responsible Operator

  B. Weekly monitoring

  C. Abandon STP

  D. Public Nuisance

  E. No stormwater

  F. Property Rights

  G. Change in Ownership

  H. Sludge disposal

  I. TMDL/WLA Analysis

  J. UV disinfection alternate method

  K. IMAX for Fecal Coliform

 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.

 PA0057673, Sewage, SIC Code 4952, Candlewyck Estates Homeowners Association, 602 E Broad Street, PO Box 64432, Souderton, PA 18964-1219. Facility Name: Candlewyck Estates STP. This existing facility is located in Marlborough 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), unnamed tributary to Perkiomen Creek (Pa Stream 01436), is located in State Water Plan watershed 3-E and is classified for trout stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01625 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly		Instant. Maximum
Flow (GPD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.02	XXX	0.08
CBOD5
May 1 - Oct 31	2.0	XXX	XXX	15	XXX	30
Nov 1 - Apr 30	3.4	XXX	XXX	25	XXX	50
Total Suspended Solids	4.1	XXX	XXX	30	XXX	60
Fecal Coliform (CFU/100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	0.2	XXX	XXX	1.5	XXX	3.0
Nov 1 - Apr 30	0.6	XXX	XXX	4.5	XXX	9.0
Total Phosphorus	0.07	XXX	XXX	0.5	XXX	1.0

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

 • No Stormwater to Sewers

 • Obtain Necessary Property Rights

 • Proper Sludge Disposal

 • Abandon if Public Sewers Available

 • Chlorine Minimization

 • Small Stream Discharge

 • Notification of Designated Operator

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

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

 PA0027065, Sewage, SIC Code 4952, Lackawanna River Basin Sewer Authority, P.O. Box 280, Olyphant, PA 18447-0280. Facility Name: Archbald WWTP. This existing facility is located in Archbald Borough, Lackawanna County.

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

 The receiving stream, Lackawanna River, is located in State Water Plan watershed 5-A and is classified for High Quality—Cold Water Fishes and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 6 MGDs.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
CBOD5	1,131	1,696 Wkly Avg	XXX	22.6	34.0	45.2
Total Suspended Solids	1,501	2,252 Wkly Avg	XXX	30.0	45.0	60.0
Ammonia-Nitrogen
May 1 - Oct 31	200	XXX	XXX	4.0	XXX	8.0
Nov 1 - Apr 30	600	XXX	XXX	12.0	XXX	24.0
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	XXX	XXX	1.0
Total Copper (µg/L)	XXX	XXX	XXX	14.0	XXX	35.0
Total Aluminum	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Iron	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Lead	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Manganese	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

	Mass (lbs)		Concentration (mg/l)
Parameters	Monthly	Annual	Minimum	Monthly Average	Maximum
Kjeldahl—N	Report			Report
Nitrate-Nitrite as N	Report			Report
Total Nitrogen	Report	Report		Report
Total Phosphorus	Report	Report		Report
Net Total Nitrogen	Report	109,587
Net Total Phosphorus	Report	14,612

 The proposed effluent limits for Outfall 019 are based on a design flow of 0 MGD (stormwater).

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

 The proposed effluent limits for Outfall 020 are based on a design flow of 0 MGD (stormwater).

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

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

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

 • Chesapeake Bay Nutrient Requirements

 • Combined Sewer Overflows

 • POTW Pretreatment Program Implementation

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements Applicable to Stormwater

 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.

 PA0275662, Stormwater, SIC Codes 4226, 5169, Horwith Trucks, Inc., P. O. Box 7, Northampton, PA 18067. Facility Name: Horwith Trucks, Inc.—Rock Salt Distribution Operation. This proposed facility is located in Allen Township, Northampton County.

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

 The receiving stream, Hokendauqua Creek, is located in State Water Plan watershed 02C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.090 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	Report	Report	XXX	Report	Report	XXX
Chloride	Report	Report	XXX	Report	Report	XXX
Total Dissolved Solids	Report	Report	XXX	Report	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	Report	Report	XXX
Free Available Cyanide	XXX	XXX	XXX	Report	Report	XXX

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Chloride	XXX	XXX	XXX	XXX	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Free Available Cyanide	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX

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

 • Requirements Applicable to Stormwater Outfalls

 • ''Salt Institute Voluntary Salt Storage Guidelines''—Best Management Practices and Stormwater Controls

 • Total Dissolved Solids (TDS) Reporting

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

 The EPA Waiver is in effect.

 PA0275778, Stormwater, SIC Code 3081, Transilwrap Company, Inc., 146 North Commerce Way, Bethlehem, PA 18017. Facility Name: Transilwrap Company. This facility is located in Bethlehem City, Northampton County.

 Description of Proposed Activity: The application is for a new NPDES permit for a discharge of stormwater from an existing facility.

 The receiving stream, Unnamed Tributary to Monocacy Creek, is located in State Water Plan watershed 2-C and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD (stormwater).

	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
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Iron	XXX	XXX	XXX	XXX	Report	XXX

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

 • Requirements Applicable to Stormwater Outfalls, including: PPC Plan, Stormwater BMPs, Annual Inspection and Compliance Evaluation.

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

 The EPA Waiver is in effect.

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

 PA0266116, Sewage, SIC Code 4952, Mark Wieczorkowski, 3200 Catholic Valley Road, Glen Rock, PA 17327. Facility Name: Mark Wieczorkowski & Kathryn Dickinson Residence SRSTP. This proposed facility is located in Codorus Township, York County.

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

 The receiving stream(s), Unnamed Tributary to South Branch Codorus Creek, is located in State Water Plan watershed 7-H and is classified for Warm Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 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	1,000

 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.

 PA0082287, Sewage, SIC Code 8661, PA De District Council Assemblies Of God, 430 Union Hall Road, Carlisle, PA 17013-8303. Facility Name: PA De Council Philip Bongiorno Conference Center. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek, is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.025 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly		Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	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)
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	2.0	XXX	4.0
Total Phosphorus	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0266086, Sewage, SIC Code 4952, Spring Grove Borough, 1 Campus Avenue, Spring Grove, PA 17362. Facility Name: Spring Grove Borough STP. This proposed facility is located in Spring Grove Borough, York County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.33 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
UV Intensity (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
CBOD5	57	88 Wkly Avg	XXX	21	32	42
BOD5
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	82	123 Wkly Avg	XXX	30	45	60
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
Ammonia-Nitrogen
May 1 - Oct 31	61	XXX	XXX	22.5	XXX	45
Nov 1 - Apr 30	20	XXX	XXX	7.5	XXX	15
Total Phosphorus	5.5	XXX	XXX	2.0	XXX	4.0

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

	Mass (lbs)		Concentration (mg/l)
Parameters	Monthly	Annual	Minimum	Monthly Average	Maximum
Ammonia—N	Report	Report	XXX	Report	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX
Net Total Nitrogen	Report	7,306	XXX	XXX	XXX
Net Total Phosphorus	Report	974	XXX	XXX	XXX

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

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

 • Compliance Schedule

 • Chesapeake Bay Nutrient 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 not in effect.

 PA0087700 A-1, Sewage, SIC Code 4952, South Londonderry Township Municipal Authority Lebanon County, P O Box 3, Campbelltown, PA 17010. Facility Name: South Londonderry Campbelltown East STP. This existing facility is located in South Londonderry Township, Lebanon County.

 Description of Existing Activity: The application is for an amendment of an NPDES permit for an existing discharge of treated Sewage. The effluent limit for copper was revised based on the derivation of a site-specific criterion for copper according to the Results of The Water-Effects Ratio (WER) Copper Study for the facility. The Department approved a final WER of 3.8 for total recoverable copper, and 3.46 for dissolved copper, which is based on the geometric mean of the SMAV-based water-effect ratio values determined during the two bioassay tests conducted on test waters collected on June 5, 2013 and July 31, 2013.

 The receiving stream(s), Killinger Creek, is located in State Water Plan watershed 7-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 0.21 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.12	XXX	0.40
CBOD5	43	70 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	52	78 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
Nitrate-Nitrite as N	Report Total Mo	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report Total Mo	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	4.4	XXX	XXX	2.5	XXX	5.0
Nov 1 - Apr 30	13.1	XXX	XXX	7.5	XXX	15
Total Kjeldahl Nitrogen	Report Total Mo	XXX	XXX	Report	XXX	XXX
Total Phosphorus	3.5	XXX	XXX	2.0	XXX	4.0
Total Phosphorus	Report Total Mo	974 Total Annual	XXX	XXX	XXX	XXX

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

 The EPA Waiver is not in effect.

 PA0082279, Sewage, SIC Code 4952, Spring Creek Joint Sewer Authority Huntingdon County, P O Box 373, Three Springs, PA 17264-373. Facility Name: Spring Creek STP. This existing facility is located in Clay 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), Three Springs Creek, is located in State Water Plan watershed 12-C and is classified for Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.17 MGD.

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine	XXX	XXX	XXX	0.25	XXX	0.82
CBOD5	35	57 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	42	64 Wkly Avg	XXX	30	45	60
Fecal Coliform (CFU/100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Effluent Net	XXX	7,306 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	6.4	XXX	XXX	4.5	XXX	9
Nov 1 - Apr 30	19	XXX	XXX	13.5	XXX	27
Ammonia-Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus
Effluent Net	XXX	974 Total Annual	XXX	XXX	XXX	XXX
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX

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

 The EPA Waiver is in effect.

 PA0111350 A-1, Sewage, SIC Code 4952, Petersburg Borough Sewer Authority Huntingdon County, 316 King Street, Petersburg, PA 16669-0006. Facility Name: Petersburg STP. This existing facility is located in Petersburg Borough, Huntingdon County.

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

 The receiving stream(s), Shaver Creek, is located in State Water Plan watershed 11-B and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass (lb/day)		Concentration (mg/l)
Parameters	Average Monthly	Weekly Average	Minimum	Annual Average	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	21	33	XXX	25 Avg Mo	40	50
BOD5
Raw Sewage Influent	Report	Report	XXX	Report Avg Mo	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report	XXX	Report Avg Mo	XXX	XXX
Total Suspended Solids	25	38	XXX	30 Avg Mo	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 Intensity (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	Report Annl Avg	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	Report Total Annual	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen	XXX	Report Annl Avg	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	XXX	Report Total Annual	XXX	XXX	XXX	XXX

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

 The EPA Waiver is in effect.

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

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

 WQM Permit No. 3915401, Sewage, Parkland School District, 2219 N. Cedar Crest Blvd., Allentown, PA 18104.

 This existing facility is located in South Whitehall Township, Lehigh County.

 Description of Proposed Action/Activity: The applicant is requesting the Department to re-rate the permitted flow of the existing Orefield Middle School wastewater treatment plant from 33,000 gpds (0.033 MGD) to 9,300 gpds (0.0093 MGD). Effluent from the treatment plant discharges to Jordan Creek. The project amends permit 662S23, issued July 30, 1962, which approved the construction of the wastewater treatment plant.

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

 WQM Permit No. 0215407, Sewage, Pittsburgh Water and Sewer Authority, 1200 Penn Ave, Pittsburgh, PA 15222.

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

 Description of Proposed Action/Activity: Installation of new sanitary sewer along portions of Red Oak Drive, Hayson Avenue, and North Meadowcraft Avenue.

 WQM Permit No. 1115402, Sewage, City of Johnstown, 401 Main Street, Johnstown, PA 15901.

 This proposed facility is located in City of Johnstown, Cambria County.

 Description of Proposed Action/Activity: Proposed construction of sewer rehabilitation project to correct existing defective sanitary sewers in the Cambria City, Coopersdale, and Minersville Areas of the City of Johnstown.

 The Pennsylvania Infrastructure Investment Authority (PENNVEST) which administers Pennsylvania's State Revolving Fund has been identified as a potential funding source.

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

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 Southeast Region: Waterways & Wetlands Program Manager, 2 East Main Street, Norristown, PA 19401. Telephone 484-250-5160.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAI011515012	Horseshoe Village Associates 1518 Meadowbrook Lane West Chester, PA 19380	Chester	West Brandywine Township	Unnamed Tributary to Culbertson Run HQ-TSF-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
PAI044111002(1)	Noah Martin 1821 Route 184 Trout Run, PA 17771	Lycoming	Cogan House Township	UNT to Wolf Run EV

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

Permit No.	Applicant & Address	County	Municipality	Stream Name
PAI051115001	Westmont Hilltop School District 827 Diamond Blvd Johnstown, PA 15905	Cambria	Upper Yoder Township	Mill Creek (HQ-CWF) and Stonycreek River (WWF)
PAI051115002	Westmont Hilltop School District 827 Diamond Blvd Johnstown, PA 15905	Cambria	Upper Yoder Township	Mill Creek (HQ-CWF) and Stonycreek River (WWF)
PAI052615002	The Historic National Road 65 W Main St. Uniontown, PA 15401	Fayette	Point Marion Borough	Monongahela River (WWF-N)
PAI055615005	Hidden Valley Development Group, LLC 777 Waterwheel Drive Seven Springs, PA 15622	Somerset	Jefferson Township	Crise Run (HQ-CWF) and Gross Run (HQ-CWF)
PAI056315006	Pennsylvania American Water Company 300 Galley Road McMurray, PA 15317	Washington	North Strabane Township and Somerset Township	UNT to Little Chartiers Creek (HQ-WWF)

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

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PAG-12

CAFOs

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CAFO Notices of Intent Received

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

 PAG123808, CAFO, Walton Farms, LLC, 42 Walton Drive, Cochranville, PA 19330.

 This proposed facility is located in West Fallowfield Township, Chester County.

 Description of Size and Scope of Proposed Operation/Activity: 1,439.27 AEUs Dairy Operation.

 The receiving stream, Knight Run, is in watershed 7-K, and classified for: TSF.

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

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