NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

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APPLICATIONS

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[48 Pa.B. 747]
[Saturday, February 3, 2018]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

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I. NPDES Renewal Applications.

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 North Central Regional Office: Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448. Phone: 570.327.3636.

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0229460 (Sewage)	Abbott Township Potter County 1431 Germania Road Galeton, PA 16922-9445	Potter County Abbott Township	Germania Branch (9-B)	Yes
PA0114715 (Sewage)	Hemlock Municipal Sewer Cooperative PO Box 243 Bloomsburg, PA 17815-0243	Columbia County Hemlock Township	Fishing Creek (5-C)	Yes

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed #)	EPA Waived Y/N?
PA0240001 (Sewage)	Clear Creek State Park 1347 Clear Creek Street Park Road Sigel, PA 15860-9502	Jefferson County Barnett Township	Clarion River (17-B)	Yes
PA0263991 (Sewage)	David & Janey Whitten SRSTP 1040 Abraham Hollow Road Youngsville, PA 16371	Warren County Pittsfield Township	Unnamed Tributary to the Brokenstraw Creek (16-B)	Yes

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0254851 (Industrial)	Ford City Municipal WTP Neale Avenue Ford City, PA 16226	Armstrong County Ford City Borough	Allegheny River (17-E)	Yes

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II. NPDES Renewal Applications.

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

 PA0255319, Sewage, South Franklin Township, 100 Municipal Road, Washington, PA 15301. Facility Name: South Franklin WWTP. This proposed facility is located in South Franklin Township, Washington County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.15 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	31.3	46.9	XXX	25.0	37.5	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	37.6	56.3	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000      Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	13.1	XXX	XXX	10.5	XXX	21
May 1 - Oct 31	4.4	XXX	XXX	3.5	XXX	7
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The EPA Waiver is in effect.

 PA0254185, Industrial, SIC Code 4953, Reserved Environmental Services LLC, 1119 Old State Route 119, Mt Pleasant, PA 15666-2719. Facility Name: Reserved Environmental Services New Stanton Plant. This existing facility is located in Hempfield Township, Westmoreland County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of storm water and emergency overflows from a treated wastewater storage impoundment.

 The receiving stream(s), Unnamed tributary to Belson Run, is located in State Water Plan watershed 19-D 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 Internal Monitoring Point 102 are for emergency overflows.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily 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
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	53.0	163.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	500.0	750.0	XXX
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	50	50	XXX
Oil and Grease	XXX	XXX	XXX	15	30	XXX
Acidity, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Alkalinity, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Alkalinity, Total (as CaCO3)
Effluent Net	XXX	XXX	0.0	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Antimony, Total	XXX	XXX	XXX	0.0056	0.0112	XXX
Barium, Total	XXX	XXX	XXX	2.4	4.8	XXX
Boron, Total	XXX	XXX	XXX	1.6	3.2	XXX
Copper, Total	XXX	XXX	XXX	0.009	0.018	XXX
Iron, Dissolved	XXX	XXX	XXX	0.30	0.30	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Lead, Total	XXX	XXX	XXX	0.003	0.005	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Mercury, Total (µg/L)	XXX	XXX	XXX	0.05	0.10	XXX
Strontium, Total	XXX	XXX	XXX	4.0	8.0	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Uranium, Total (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Thallium, Total (µg/L)	XXX	XXX	XXX	0.24	0.48	XXX
Zinc, Total	XXX	XXX	XXX	0.12	0.12	XXX
o-Cresol	XXX	XXX	XXX	0.561	1.92	XXX
2,4,6-Trichlorophenol	XXX	XXX	XXX	0.0014	0.0028	XXX
Acetone	XXX	XXX	XXX	3.5	7.0	XXX
Acetophenone	XXX	XXX	XXX	0.0562	0.114	XXX
Ethylbenzene	XXX	XXX	XXX	Report	Report	XXX
Benzene	XXX	XXX	XXX	0.001	0.002	XXX
BTEX, Total	XXX	XXX	XXX	0.1	0.2	XXX
Chloride	XXX	XXX	XXX	250.0	500.0	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX
2-Butanone	XXX	XXX	XXX	1.85	4.81	XXX
p-Cresol	XXX	XXX	XXX	0.16	0.32	XXX
Phenanthrene	XXX	XXX	XXX	0.001	0.002	XXX
Phenolics, Total (µg/L)	XXX	XXX	XXX	5.0	5.0	XXX
Pyrene	XXX	XXX	XXX	0.83	1.66	XXX
Pyridine	XXX	XXX	XXX	0.182	0.370	XXX
Toluene	XXX	XXX	XXX	Report	Report	XXX
Xylenes, Total	XXX	XXX	XXX	Report	Report	XXX
Gross Alpha Radioactivity (pCi/L)	XXX	XXX	XXX	Report	Report	XXX
Radium-226 and Radium-228, Total  (pCi/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are for storm water discharges and emergency overflows from IMP 102.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	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

 Outfall 003 is authorized to discharge uncontaminated storm water.

 In addition, the permit contains the following major special conditions: requirements for storm water discharges and water quality limits below quantitation limits.

 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.

 PA0031933, Industrial, SIC Code 4911, NRG Power Midwest LP, 121 Champion Way, Suite 200, Canonsburg, PA 15317-5817. Facility Name: Brunot Island Generating Station. This existing facility is located in the City of Pittsburgh, Allegheny County.

 The following notice reflects changes to the notice published in the September 30, 2017 edition of the Pennsylvania Bulletin:

 Outfall 002 effluent limits are modified to include interim limits for Total Residual Chlorine (one-year compliance schedule) and interim monitoring requirements for dissolved oxygen (two-year compliance schedule). All other limits at Outfall 002 remain unchanged.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Maximum	Instant. Maximum
Dissolved Oxygen
(Interim)	XXX	XXX	Report	XXX	XXX	XXX
(Final)	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)
(Interim)	XXX	XXX	XXX	1.4	XXX	3.3
(Final)	XXX	XXX	XXX	0.5	XXX	1.6

 PA0026981, Sewage, SIC Code 4952, Pennsylvania-American Water Company, 800 West Hersheypark Drive, Hershey, PA 17033. Facility Name: City of Duquesne STP. This existing facility is located in Duquesne City, Allegheny 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), Thompson Run, is located in State Water Plan watershed 19-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for IMP 101 are based on a design flow of 2.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	4.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	417.0	626.0	XXX	25.0	37.5	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	500.0	751.0	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000.0    Geo Mean	XXX	10,000.0
May 1 - Sep 30	XXX	XXX	XXX	200.0  Geo Mean	XXX	1,000.0
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for IMP 101 are based on a design flow of 2.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report Daily Max	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 not in effect.

 PA0098124, Industrial, SIC Code 4911, Duquesne Light Company, 2825 New Beaver Avenue, N6-TNG, Pittsburgh, PA 15233. Facility Name: Elrama Ash Disposal Site. This existing facility is located in Union Township, Washington 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, 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 discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07448 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Boron, Total	XXX	XXX	XXX	15.0	30.0	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.07448 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.02231 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Boron, Total	XXX	XXX	XXX	1.8	4.5	XXX
Selenium, Total	XXX	XXX	XXX	0.006	0.015	XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.02231 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.00530 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Boron, Total	XXX	XXX	XXX	15.0	30.0	XXX

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

 •  Permittee shall notify the Department at least thirty days prior to the end of outfall relocation project construction.

 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.

 In addition, the following will be removed from the permit based on new information provided by NRG:

 • monitoring requirements and water quality limits for benzo(a)anthrene, benzo(a)pyrene, 3,4-benzofluoranthene, benzo(k)fluoranthene, chrysene, dibenzo(a,h)anthracene, hexochlorobenzene, indeno(1,2,3-cd)pyrene, and n-Nitrosodim-ethylamine at Outfall 001;

 • the schedule of compliance for water quality limits at Outfall 001;

 • the condition regarding water quality limits below target quantitation limits;

 • hydrazine and ammonia-nitrogen at IMPs 201 and Outfall 001 consistent with NRG's prior cessation of hydrazine use;

 • monitoring requirements for storm water at Outfall 005.

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

 PA0070505, Industrial, SIC Code 2869, Geo Specialty Chemicals Inc., 2409 N Cedar Crest Boulevard, Allentown, PA 18104-9733. Facility Name: Geo Specialty Chemicals Allentown Plant. This existing facility is located in South Whitehall Township, Lehigh 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), Jordan Creek, is located in State Water Plan watershed 2-C and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.065	XXX	0.152
Color (Pt-Co Units) (Pt-Co Units)	XXX	XXX	XXX	100	200	250
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	1,100	2,200	XXX	22.0	44.0	55
May 1 - Oct 31	550	1,100	XXX	11.0	22.0	27
Total Suspended Solids	1,250	2,500	XXX	25.0	50.0	62
Total Dissolved Solids	50,000	100,000	XXX	1,000.0	2,000.0	2,500
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	390	780	XXX	7.8	15.0	19
May 1 - Oct 31	130	260	XXX	2.6	5.2	6.5
Total Phosphorus	350	700	XXX	7.0	14.0	17
Sulfate, Total	25,000	50,000	XXX	500.0	1,000.0	1,250
Formaldehyde	XXX	XXX	XXX	0.050	XXX	XXX
Nitrate-Nitrite as N	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Kjeldahl Nitrogen	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (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 Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Formaldehyde	XXX	XXX	XXX	XXX	0.050	XXX

 The proposed effluent limits for Internal Monitoring Point (IMP) 101 are based on a design flow of 2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Biochemical Oxygen Demand  (BOD5)	540	1,430	XXX	32.0	XXX	86.0
Total Suspended Solids	790	2,570	XXX	48.0	154.0	XXX

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

 • 40 CFR 414 ELG's, waiver of monitoring for selected chemicals, chemical additives, and 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.

 PA0028576, Sewage, SIC Code 4952, Abington Region WW Authority, PO Box 199, Chinchilla, PA 18410-0199. Facility Name: Abington Region WW Authority. This existing facility is located in South Abington Township, Lackawanna 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), Leggetts Creek, is located in State Water Plan watershed 5-A 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 3.34 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	696	1,114	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	836	1,254	XXX	30	45	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	217	XXX	XXX	7.8	XXX	15.6
May 1 - Oct 31	72	XXX	XXX	2.6	XXX	5.2
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total	0.45	0.90 Daily Max	XXX	0.016	0.032 Daily Max	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 3.34 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Aluminum, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	Report Avg Qrtly	XXX	XXX	Report Avg Qrtly	XXX	XXX
Toxicity, Chronic - Ceriodaphnia  Survival (TUc)	XXX	XXX	XXX	XXX	1.3 Daily Max	XXX
Reproduction (TUc)	XXX	XXX	XXX	XXX	1.3 Daily Max	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Effluent Net	XXX	66,483 Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	XXX	8,310 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	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:

 • Whole Effluent Toxicity Testing

 • Built-In Excess Hydraulic Capacity

 • Chesapeake Bay Nutrient Requirements.

 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.

 Application No. PA0276081, Concentrated Animal Feeding Operation (CAFO), Embrovac LLC (Embrovac LLC Farm), 1218 Cameron Drive, Manheim, PA 17545-8688.

 Embrovac LLC has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Embrovac LLC Farm, located in West Penn Township, Schuylkill County.

 The CAFO is situated near Unnamed Tributary to Middle Creek in Watershed 6-A. The CAFO is designed to maintain an animal population of approximately 443.80 animal equivalent units (AEUs) consisting of 125,000 layers and 12,500 roosters. Manure is stored in a covered storage barn. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

---

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

 PA0012637, Industrial, SIC Code 2911, Monroe Energy, LLC, Trainer Refinery, 4101 Post Road, Trainer, PA 19061-5052. Facility Name: Trainer Refinery. This existing facility is located in Trainer Borough, Delaware 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), Marcus Hook Creek, Stoney Creek, and Delaware River Estuary Zone 4, are located in State Water Plan watershed 3-G and are classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of 65.77 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.16 Avg Mo	XXX	0.5
Temperature (deg F)	XXX	XXX	XXX	XXX	XXX	110
Heat Rejection Rate (MBTUs/day)	XXX	67,470	XXX	XXX	XXX	XXX
Total Suspended Solids
Intake	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Total Suspended Solids
Effluent Net	16,460	32,920	XXX	30.0 Avg Mo	60.0	75
Total Dissolved Solids
Intake	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Effluent Net	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Oil and Grease	8230	XXX	XXX	15 Avg Mo	XXX	30
Total Organic Carbon
Effluent Net	XXX	XXX	XXX	XXX	XXX	5.0
Total Organic Carbon	XXX	XXX	XXX	XXX	XXX	Report
Intake	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Monitoring Point 101 are based on a design flow of 65.77 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Aluminum, Total
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Intake	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Iron, Total
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Intake	XXX	XXX	XXX	Report	Report	XXX
Lead, Total
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Intake	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Aluminum, Total	Report	135	XXX	Report	4.64	4.64
Selenium, Total	0.88	1.75	XXX	0.03	0.06	0.08

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Limits.

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

 The proposed effluent limits for Monitoring Point 201 are based on a design flow of 3.5 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.16	XXX	0.50
Biochemical Oxygen Demand  (BOD5)	1,000	2,000	XXX	34.0	68.0	85
BOD, carbonaceous, 20 day, 20 C	1,500	XXX	XXX	XXX	XXX	XXX
Chemical Oxygen Demand (COD)	17,608	33,130	XXX	603.0	1,135.0	1,508
Total Suspended Solids	875	1,750	XXX	30.0	60.0	75
Total Dissolved Solids
Intake	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Effluent Net	29,190	58,380	XXX	1,000.0	2,000.0	2,500
Oil and Grease	438	876	XXX	15.0	30.0	30
Total Nitrogen	XXX	XXX	XXX	Report	Report	XXX
Ammonia-Nitrogen	1,020	2,040	XXX	35.0	70.0	87
Total Phosphorus	58	83	XXX	2.0	4.0	5
Chromium, Hexavalent	1.1	2.4	XXX	0.04	0.08	0.1
Chromium, Total	13	37	XXX	0.45	1.27	1.27
Cyanide, Free	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfide, Total	13	30	XXX	0.45	1.03	1.13
Phenolics, Total	11	34	XXX	0.38	1.16	1.16

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.16	XXX	0.5
Heat Rejection Rate (MBTUs/day)	XXX	43,200	XXX	XXX	XXX	XXX
Total Organic Carbon
Effluent Net	XXX	XXX	XXX	XXX	XXX	5.0
Intake	XXX	XXX	XXX	XXX	XXX	Report
Total Organic Carbon	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0432 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.02	XXX	0.05

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD./0.0432 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Intake	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Silver, Total
Intake	XXX	XXX	XXX	Report	Report	XXX
Effluent Net	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 36.17 MGD./0.0432 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Temperature (deg F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Effluent Net	XXX	XXX	XXX	30.0 Avg Mo	60.0	75
Intake	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Total Dissolved Solids
Intake	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Effluent Net	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report Avg Mo	Report	XXX
Oil and Grease	XXX	XXX	XXX	15 Avg Mo	XXX	30

 The proposed effluent limits for Outfall 003 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 005 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 006 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 007 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 007 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, Hexavalent	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 008 are based on an average stormwater flow—Limits.

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

 The proposed effluent limits for Outfall 011 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 012 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 013 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 014 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 015 are based on an average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 69.27 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Toxicity, Chronic—Ceriodaphnia  Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Reproduction (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Toxicity, Chronic—Pimephales  Survival (TUc)	XXX	XXX	XXX	XXX	Report	XXX
Growth (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. BAT/ELG Reopener

 D. Chlorine Optimization

 E. TMDL/WLA Data

 F. 316 (a) Modification

 G. WQM Permits

 H. Stormwater Credits

 I. WETT Requirement

 J. Chemical Additives

 K. Heat Rejection Rate

 L. PCB/PMP Requirement

 M. Cooling water Intake

 N. Hydrostatic Discharge

 O. Stormwater Condition

 P. Schedule of Compliance

 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.

 PAS120001, Storm Water, SIC Code 2048, Darling Ingredients Inc. (dba Bakery Feeds, 4221 Alexandria Pike, Cold Spring, KY 41076-1821. Facility Name: Bakery Feeds Honey Brook Plant. This existing facility is located in Honey Brook Township, Chester County.

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

 The receiving stream(s), West Branch Brandywine Creek, is located in State Water Plan watershed 3-H and is classified for Mi and 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 average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for MP101 are based on average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for MP201 are based on average stormwater flow—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX

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

 I. Stormwater outfalls and authorized non-stormwater discharges

 II. Best Management Practices

 III. Routine Inspections

 IV. PPC plan

 V. Stormwater Monitoring Requirements

 VI. Other Requirements

 A. Property Rights

 B. Sludge Disposal

 C. TMDL/WLA Analysis

 D. Lab Certification

 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.

 PA0070424, Sewage, SIC Code 4952, Caernarvon Township Municipal Authority, PO Box 291, Morgantown, PA 19543. Facility Name: Caernarvon Township STP. This existing facility is located in Caernarvon Township, Berks 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), Conestoga River, is located in State Water Plan watershed 7-J 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 0.7 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	146	234	XXX	25.0	40.0	50
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	175	263	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	79	XXX	XXX	13.5	XXX	27
May 1 - Oct 31	26	XXX	XXX	4.5	XXX	9
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	12	XXX	XXX	2.0	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Effluent Net	Report Total Mo	XXX	XXX	XXX	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.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	XXX	12,785 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Effluent Net	XXX	1,705 Total Annual	XXX	XXX	XXX	XXX

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

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

 The EPA Waiver is not in effect.

 Application No. PA0266574, Concentrated Animal Feeding Operation (CAFO), Lefever John R (John Lefever Farm CAFO), 1045 Holtwood Road, Quarryville, PA 17566.

 Lefever John R has submitted an application for an Individual NPDES permit for a new CAFO known as John Lefever Farm CAFO, located in Drumore Township, Lancaster County.

 The CAFO is situated near Unnamed Tributary to Fishing Creek in Watershed 7-K, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO will be designed to maintain an animal population of approximately 342 animal equivalent units (AEUs) consisting of 90,000 layers. Manure will be stored in a roofed solid manure storage. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 100-year, 24-hour storm event.

 The Department has conducted administrative and technical reviews of the application. Based on the preliminary review and application of lawful standards and regulations, the Department has made a tentative determination to issue an NPDES permit for the operation subject to the terms and conditions and monitoring and reporting requirements specified in the permit.

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

 The Environmental Protection Agency (EPA) permit waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit.

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 North Central Regional Office: Regional Clean Water Program Manager, 208 W Third Street, Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.3636.

 PA0110540, Industrial, SIC Code 2033, Furman Foods Inc., PO Box 500, Northumberland, PA 17857-0500.

 Facility Name: Northumberland Cannery. This existing facility is located in Point Township, Northumberland 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 streams, Unnamed Tributary of West Branch Susquehanna River and West Branch Susquehanna River, are located in State Water Plan watershed 10-D and are 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 0.16 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (SU)	XXX	XXX	6.0	XXX	XXX	9.0
Temperature (°F)	XXX	XXX	XXX	Report	110	XXX
Oil and Grease	XXX	XXX	XXX	15	XXX	30
Iron, Total	XXX	XXX	XXX	1.5	3.0	3.7
Total Organic Halogens (TOX)	XXX	XXX	XXX	0.2	XXX	0.5

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Daily Maximum	Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	Report Daily Min	Report	XXX	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	Report	XXX	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	XXX
Oil and Grease	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (SU)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	20.0	25
Total Suspended Solids	XXX	XXX	XXX	10.0	20.0	25
Oil and Grease	XXX	XXX	XXX	15.0	30.0	30
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200    Geo Mean	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	5.0	10.0	12.5
Total Phosphorus	XXX	XXX	XXX	0.5	1.0	1.25

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.85 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (SU)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Biochemical Oxygen Demand  (BOD5)	337	674	XXX	75.0	150.0	188
Total Suspended Solids	337	674	XXX	75.0	150.0	188
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000     Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000

 The proposed monitoring requirements and effluent limits for implementation of the Chesapeake Bay Tributary Strategy are as follows for Outfall 004.

	Mass Units (lbs)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Ammonia—N	Report	Report	XXX	Report	XXX	XXX
Kjeldahl—N	Report	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Net Total Nitrogen*	Report	45,450	XXX	XXX	XXX	XXX
Net Total Phosphorus*	Report	1,624	XXX	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:

 • Chesapeake Bay Nutrient Requirements

 • Chemical Additives

 • Industrial Stormwater Requirements

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

 The EPA Waiver is not in effect.

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

 PA0210196-Amendment No. 1, Industrial, SIC Code 4953, Seneca Landfill Inc., PO Box 1080, Mars, PA 16046-1080. Facility Name: Seneca Landfill. This existing facility is located at 421 Hartmann Road, Evans City, in Jackson Township, Butler County.

 Description of Existing Activity: The application is for an amendment to an NPDES permit for an existing discharge of centralized waste treatment wastewater, to incorporate a proposed diffused outfall.

 The receiving stream, Connoquenessing Creek, is located in State Water Plan watershed 20-C 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 0.144 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Biochemical Oxygen Demand  (BOD5)	Report	Report	XXX	53.0 Avg Mo	163.0	163
Total Suspended Solids	Report	Report	XXX	50.2 Avg Mo	205.0	205
Total Dissolved Solids	XXX	Report	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	15 Avg Mo	XXX	30
Ammonia-Nitrogen	Report	XXX	XXX	35.0 Avg Mo	XXX	88
Antimony, Total	XXX	Report	XXX	0.206	0.249	0.515
Arsenic, Total	XXX	Report	XXX	0.104	0.162	0.26
Cadmium, Total
(Interim)	0.015	0.03	XXX	0.016	0.032	0.04
(Final)	XXX	Report	XXX	0.0962	0.474	0.474
Chromium, Total	XXX	Report	XXX	3.07	15.5	15.5
Cobalt, Total	XXX	Report	XXX	0.124	0.192	0.31
Copper, Total
(Interim)	0.17	0.33	XXX	0.18	0.38	0.45
(Final)	0.50	1.0	XXX	0.54	1.1	1.35
Lead, Total	0.18	0.37	XXX	0.2	0.4	0.5
Mercury, Total	XXX	Report	XXX	0.0007	0.0023	0.0023
Nickel, Total	XXX	Report	XXX	1.45	3.95	3.95
Silver, Total	XXX	Report	XXX	0.0351	0.12	0.12
Tin, Total	XXX	Report	XXX	0.12	0.41	0.41
Titanium, Total (as Ti)	XXX	Report	XXX	0.0618	0.095	0.15
Vanadium, Total	XXX	Report	XXX	0.0662	0.22	0.22
Zinc, Total	XXX	Report	XXX	0.42	0.5	1.05
o-Cresol	XXX	Report	XXX	0.561	1.92	1.92
2,4,6-Trichlorophenol	XXX	Report	XXX	0.106	0.155	0.265
Phenol	XXX	Report	XXX	1.08	3.65	3.65
Acetone	XXX	Report	XXX	7.97	30.2	30.2
Acetophenone	XXX	Report	XXX	0.0562	0.114	0.14
2-Butanone	XXX	Report	XXX	1.85	4.81	4.81
p-Cresol	XXX	Report	XXX	0.205	0.7	0.7
Pyridine	XXX	Report	XXX	0.182	0.37	0.455
Total Nitrogen (TKN)	XXX	Report	XXX	Report	XXX	XXX

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

 • Stormwater Best Management Practices

 • Chemical Additives

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

 The EPA Waiver is in effect.

 PA0265381, Sewage, SIC Code 8800, Bonnie Kingston, PO Box 112, Edinboro, PA 16412-0112. Facility Name: Bonnie Kingston SRSTP. This proposed facility is located in Washington Township, Erie County.

 Description of Proposed Activity: The application is for an NPDES permit for a new discharge of treated sewage from a single-family residence.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	10.0	XXX	20
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	1,000

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

 • Requirement to submit an Annual Maintenance Report

 • No stormwater admitted to the treatment system

 • Aerobic tank pumping requirement

 • Solids handling

 • Abandonment of the treatment system (for public sewage)

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

 The EPA Waiver is in effect.

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

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

 WQM Permit No. 0917405, Sewage, Bucks County Water & Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976.

 This proposed facility is located in Bensalem, Middletown, Northampton & L. Southampton Townships, Bucks County.

 Description of Action/Activity: For relief sewer, addition of a 24" pipe to assist in conveying peak flows through the existing 54" diameter Neshaminy Interceptor. For the lining, cured in place liner installation within approximately 32,000 feet of existing Interceptor, sizes ranging from 30", 33", 36", 42" & 48" diameter pipes.

 WQM Permit No. WQG02461716, Sewage, East Norriton Township, 2501 Stanbridge Street, East Norriton, PA 19401-1616.

 This proposed facility is located in East Norriton Township, Montgomery County.

 Description of Action/Activity: Construction and operation of a raw sewage pumping station and 4" force main.

 WQM Permit No. 1517407, Sewage, Upper Uwchlan Township Municipal Authority, 140 Pottstown Pike, Chester Springs, PA 19425.

 This proposed facility is located in Upper Uwchlan Townhip, Chester County.

 Description of Action/Activity: Construction and operation of a grinder sanitary sewer pump station with force main.

 WQM Permit No. 0911402, Sewage, Renewal, Buckingham Township, PO Box 413, 4613 Hughesian Drive, Buckingham, PA 18912.

 This proposed facility is located in Buckingham Township, Bucks County.

 Description of Action/Activity: Permit Renewal.

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

 WQM Permit No. 6583401, Sewage, Westmoreland County Municipal Authority, PO Box 730, Greensburg, PA 15601.

 This existing facility is located in Youngwood Borough, Westmoreland County.

 Description of Proposed Action/Activity: extension of sewer line from Youngwood STP to New Stanton interceptor.

 WQM Permit No. 0490403 A-3, Sewage, Center Township Sanitary Authority, 224 Center Grange Road, Aliquippa, PA 15001-1421.

 This existing facility is located in Center Township, Beaver County.

 Description of Proposed Action/Activity: Replacement of headworks facilities at the Elkhorn Run Sewage Treatment Plant.

 WQM Permit No. 2677401-A1, Sewage, Linden Hall Corp, 432 Linden Hall Road, Dawson, PA 15428.

 This proposed facility is located in Lower Tyrone Township, Fayette County.

 Description of Proposed Action/Activity: Installation of a tablet dechlorination system.

 WQM Permit No. 1117201, Industrial, CPV Fairview LLC, 50 Braintree Hill Office Park, Braintree, MA 02184.

 This proposed facility is located in Jackson Township, Cambria County.

 Description of Proposed Action/Activity: Construction and operation of wastewater treatment facilities at the CPV Fairview Energy Center.

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

 WQM Permit No. 1618401, Sewage, Brooke Divins, 620 Lenwood Road, Summerville, PA 15864.

 This proposed facility is located in Limestone Township, Clarion County.

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

 WQM Permit No. 2018401, Sewage, Union City DPP LLC, 9010 Overlook Boulevard, Brentwood, TN 37027.

 This proposed facility is located in Bloomfield Township, Crawford County.

 Description of Proposed Action/Activity: Small Flow Treatment Facility.

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IV. NPDES Stormwater Discharges from MS4 Permit Actions.

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

NPDES Permit No.	Permittee Name & Address	Municipality, County	Receiving Water(s) / Use(s)	TMDL Plan Submitted (Y/N)	Pollutant Reduction Plan Submitted (Y/N)
PAI136120	Upper Yoder Township Cambria County 110 Sunray Drive Suite 1 Johnstown, PA 15905-3008	Upper Yoder Township, Cambria	Unnamed Tributary to Mill Creek, Unnamed Tributary to Stonycreek River and Stonycreek River/WWF and HQ-CWF	N	N
PAI136140	Conemaugh Township 1120 Tire Hill Road Johnstown, PA 15905-7707	Conemaugh Township, Somerset	Bens Creek, Mill Creek, Unnamed Tributaries to Stonycreek River, and Unnamed Tributary of Ben Creek/CWF and HQ-CWF	N	N

 PAI136150, MS4, Plum Borough Allegheny County, 4575 New Texas Road, Pittsburgh, PA 15239. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Plum Borough, Allegheny County. The receiving streams, Little Plum Creek, Unnamed Tributary to Thompson Run, Piersons Run, Unnamed Tributary of Haymakers Run, and Plum Creek, is located in State Water Plan watershed 18-A and 19-A and is classified for Warm Water Fishes, Trout Stocking, and High-Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA waiver is in effect for small MS4s.

 PAI136151, MS4, Municipality of Monroeville, 2700 Monroeville Boulevard, Monroeville, PA 15146. The application is for a renewal of an individual NPDES permit for the discharge of stormwater from a regulated municipal separate storm sewer system (MS4) to waters of the Commonwealth in Monroeville Borough, Allegheny County. The receiving streams, Leak Run, Abers Creek, Unnamed Tributary to Haymakers Run, Thompson Run, and Turtle Creek, is located in State Water Plan watershed 19-A and is classified for Warm Water Fishes, Trout Stocking, and High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The applicant is classified as a small MS4.

 The applicant has submitted the following plan with the application to reduce pollutant loads to impaired waters:

 • A Pollutant Reduction Plan (PRP)

 The Department has made a tentative determination to issue the NPDES permit. Written comments on the application and draft permit will be accepted for 30 days following publication of this notice. The period for comment may be extended at the discretion of DEP for one additional 15-day period. You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 412-442-4000.

 The EPA waiver is in effect for small MS4s, and is not in effect for large MS4s.

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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
PAD090014	Carversville Farm Foundation 6127 Mechanicsville Road Mechanicsville, PA 18934	Bucks	Solebury Township	Paunnacussing Creek HQ-CWF
PAD090012	Windy Springs Farm 1845 Myers Road Quakertown, PA 18951	Bucks	Milford Township	Unnamed Tributary to Licking Creek to Unami Creek HQ-TSF-MF
PAD150057	The Hankin Group 707 Eagleview Boulevard Exton, PA 19341	Chester	Uwchlan Township	Shamona Creek HQ-TS-MF Marsh Creek HQ-TSF-MF
PAD230022	WV—PP Towne Center, LP 940 West Sproul Road, Suite 301 Springfield, PA 19004-1255	Delaware	Middletown Township	Unnamed Tributary to Chester Creek TSF-MF Unnamed Tributary to Rocky Run HQ-CWF-MF
PAD510020	New Market West, LLC 2042-48 Arch Street, 2nd Floor Philadelphia, PA 19103	Philadelphia	City of Philadelphia	Cobbs Creek WWF-MF

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD400012	Misericordia University Mark Van Etten 301 Lake St Dallas, PA 18612	Luzerne	Dallas Twp	Toby Creek (CWF, MF)
PAD400018	PPL Electric Utilities Company Colleen Kester 2 North 9th St Allentown, PA 18101-1139	Luzerne	Rice Twp Wright Twp	Watering Run (CWF, MF) Bow Creek (HQ-CWF, MF) Big Wapwallopen Creek (CWF, MF)

 Monroe County Conservation District, 8050 Running Valley Road, Stroudsburg, PA 18347.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD450048	PPL Electric Utilities Company Colleen Kester 2 North 9th St Allentown, PA 18101-1139	Monroe	Pocono Twp Stroud Twp	Pocono Creek (HQ-CWF, MF) Cranberry Creek (HQ-CWF, MF) 2-UNTs to Pocono Creek (HQ-CWF, MF) Wigwam Run (HQ-CWF, MF) EV Wetlands (EV)

 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
PAD060018	Berkshire Property Management Company, LLC 1501 Frush Valley Road Building 900 Reading, PA 19605	Berks	Maidencreek Township	Willow Creek (HQ-CWF, MF)
PAD670018 Renewal	Timothy F. Pasch 2645 Carnegie Road York, PA 17402	York	Dover Township	Fox Run (TSF)
PAD060015	STMA, LP 415 Ellis Woods Road Pottstown, PA 19465	Berks	Longswamp Township	Toad Creek Little Lehigh HQ/CWF

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

 Clearfield County Conservation District: 650 Leonard Street, Clearfield, PA 16830, (814) 765-2629.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD170001	Houtzdale Municipal Authority 561 Kirk Street Houtzdale, PA 16651	Clearfield	Bigler Twp, Brisbin Boro, Gulich Twp, Houtzdale Boro, Ramey Boro, Woodward Twp

 Northwest Region: Waterways and Wetlands Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.

 Crawford County Conservation District, 21742 German Road, Meadville, PA 16335. 814-763-5269.

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD200004	Conneaut Lake DPP, LLC 9010 Overlook Boulevard Brentwood, TN 37027	Crawford	Summit Township	UNT to Conneaut Lake HQ; WWF Inlet Run to Conneaut Lake 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.

 NPDES Permit No. PAG123664, CAFO, Martin Nelson W, 1850 Horseshoe Pike, Annville, PA 17003-8831.

 This existing facility is located in Annville Township, Lebanon County.

 Description of size and scope of existing operation/activity: Dairy (Heifers), Swine (Wean—Finish): 811.17 AEUs.

 The receiving stream, Unnamed Tributary to Killinger Creek, is in watershed 7-D and classified for: Migratory Fishes and Trout Stocking.

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

 NPDES Permit No. PAG123531, CAFO, Herman Zeager, 159 Yoder Road, Bainbridge, PA 17502-9597.

 This existing facility is located in Conoy Township, Lancaster County.

 Description of size and scope of existing operation/activity: Swine (Grow—Finish): 803.36 AEUs.

 The receiving stream, Snitz Creek, is in watershed 7-G and classified for: Warm Water Fishes.

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

 NPDES Permit No. PAG123744, CAFO, Randy Brubaker, 1908 Valley Road, Manheim, PA 17545-9666.

 This existing facility is located in Rapho Township, Lancaster County.

 Description of size and scope of existing operation/activity: Poultry (Broilers), Swine (Gestating Sows, Sows w/ Litters, and Boars): 737 AEUs.

 The receiving stream, Unnamed Tributary of Brubaker Run, is in watershed 7-G and classified for: Migratory Fishes and Trout Stocking.

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

 NPDES Permit No. PAG123755, CAFO, Esbenshade Mills, 220 Eby Chiques Road, Mount Joy, PA 17552-8800.

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

 Description of size and scope of existing operation/activity: Poultry (Layers): 2,835 AEUs.

 The receiving stream, Unnamed Tributary to Susquehanna River, is in watershed 7-G and classified for: Migratory Fishes and Warm Water Fishes.

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

 NPDES Permit No. PAG123757, CAFO, Esbenshade Mills, 220 Eby Chiques Road, Mount Joy, PA 17552-8800.

 This existing facility is located in Mount Joy Township, Lancaster County.

 Description of size and scope of existing operation/activity: Poultry (Layers): 3,780 AEUs.

 The receiving stream, Unnamed Tributary of Little Chiques Creek and Unnamed Tributary to Little Chiques Creek, is in watershed 7-G and classified for: Migratory Fishes and Trout Stocking.

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

 NPDES Permit No. PAG123756, CAFO, Esbenshade Mills, 220 Eby Chiques Road, Mount Joy, PA 17552-8800.

 This existing facility is located in Rapho Township, Lancaster County.

 Description of size and scope of existing operation/activity: Poultry (Layers): 2,852.6 AEUs.

 The receiving stream, Chiques Creek, is in watershed 7-G and classified for: Migratory Fishes and Warm Water Fishes.

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

 NPDES Permit No. PAG123659, CAFO, Brookside Acres, 159 Yoder Road, Bainbridge, PA 17502-9597.

 This existing facility is located in Mount Joy Township, Lancaster County.

 Description of size and scope of existing operation/activity: Swine (Grow—Finish): 681.6 AEUs.

 The receiving stream, Unnamed Tributary to Conewago Creek, is in watershed 7-G and classified for: Migratory Fishes and Trout Stocking.

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

 NPDES Permit No. PAG123774, CAFO, Furnace Hill Holsteins, 480 Schaeffer Road, Lebanon, PA 17042-9741.

 This existing facility is located in South Lebanon Township, Lebanon County.

 Description of size and scope of existing operation/activity: Dairy (Cows, Heifers, Calves), Horses, Goats, Poultry (Layers), Swine (Grow—Finish): 671.21 AEUs.

 The receiving stream, Unnamed Tributary of Hammer Creek, is in watershed 7-J and classified for: Cold Water Fishes and Migratory Fishes.

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

 NPDES Permit No. PAG123871, CAFO, Hoover Landis S, 1453 Diamond Station Road, Ephrata, PA 17522.

 This proposed facility is located in West Earl Township, Lancaster County.

 Description of size and scope of proposed operation/activity: Swine (Wean—Finish), Dairy (Veal), Poultry (Layers), Horses: 314.03 AEUs.

 The receiving stream, Unnamed Tributary to Conestoga River, is in watershed 7-J and classified for: Migratory Fishes and Warm Water Fishes.

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

 NPDES Permit No. PAG124845, CAFO, Dale Maneval, 11203 Route 35, Mt. Pleasant Mills, PA 17853-8476.

 This existing facility is located in West Perry Township, Snyder County.

 Description of size and scope of existing operation/activity: Maneval Poultry Operation is an existing poultry farm consisting of 20.8 acres of cropland, 16.9 acres of farmstead, and 38.3 acres of forestland. The farm currently consists of five boiler houses each holding 30,000 birds for a total of 150,000.

 The receiving stream, Unnamed Tributary of Potato Valley Run, is in watershed 6-C and classified for: Cold Water Fishes and Migratory Fishes.

 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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MS4 PAG-13 Notices of Intent Received.

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 Southwest Region: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.

NPDES Permit No.	Applicant Name & Address	Municipality, County	Waiver Application Submitted (Y/N)	Pollutant Reduction Plan Submitted (Y/N)
PAG136289	Patterson Township 1600 19th Avenue Beaver Falls, PA 15010-5360	Patterson Township Beaver County	N	Y
PAG136151	Avalon Borough 640 California Avenue Pittsburgh, PA 15202	Avalon Borough Allegheny County	N	Y
PAG136151	Avalon Borough 640 California Avenue Pittsburgh, PA 15202	Avalon Borough Allegheny County	N	Y
PAG136154	Freedom Borough 901 3rd Avenue Freedom, PA 15042-1738	Freedom Borough Beaver County	Y	N
PAG136384	Smith Township Washington County 100 Courson Hill Road Washington, PA 15301	Smith Township Washington County	Yes	No
PAG136240	Heidelberg Borough Allegheny County 1631 E Railroad Street Carnegie, PA 15106-4026	Heidelberg Borough Allegheny County	N	Y
PAG136150	Millvale Borough Allegheny County 501 Lincoln Avenue Millvale, PA 15209-2647	Millvale Borough Allegheny County	N	Y
PAG136212	Chartiers Township Washington County 2 Buccaneer Drive Houston, PA 15342-1181	Chartiers Township Washington County	N	Y
PAG136282	South Fayette Township 515 Millers Run Road Morgan, PA 15064	South Fayette Township Allegheny County	N	Y
PAG136137	Dunbar Borough Fayette County 47 Connellsville Street Dunbar, PA 15431-1536	Dunbar Borough Fayette County	N	N
PAG136387	Gilpin Township Armstrong County 589 State Route 66 Leechburg, PA 15656	Gilpin Township Armstrong County	Y	N
PAG136238	Oakmont Borough Allegheny County 767 5th Street Oakmont, PA 15139-1524	Oakmont Borough Allegheny County	N	N
PAG136183	Port Vue Borough Allegheny County 1191 Romine Avenue Port Vue, PA 15133	Port Vue Borough Allegheny County	Y	N
PAG136153	Springdale Township Allegheny County PO Box 177 Harwick, PA 15049-0177	Springdale Township Allegheny County	N	N
PAG136383	West Brownsville Borough Washington County 100 Courson Hill Road Washington, PA 15301	West Brownsville Borough Washington County	Y	N
PAG136386	Parks Township Armstrong County 26 Jackson Avenue Vandergrift, PA 15690	Parks Township Armstrong County	Y	N
PAG136208	Ohio Township Allegheny County 1719 Roosevelt Road Pittsburgh, PA 15237-1050	Ohio Township Allegheny County	N	Y
PAG136276	East Mckeesport Borough Allegheny County 907 Florence Avenue East Mckeesport, PA 15035-0160	East McKeesport Borough Allegheny County	N	Y
PAG136165	Sewickley Borough Allegheny County PO Box 428 Sewickley, PA 15143-0428	Sewickley Borough Allegheny County	N	Y
PAG136263	Bradford Woods Borough Allegheny County 4908 Wexford Run Road Bradfordwoods, PA 15015-1326	Bradford Woods Borough Allegheny County	Y	Y
PAG136239	Forest Hills Borough Allegheny County 2071 Ardmore Boulevard Pittsburgh, PA 15221-4644	Forest Hills Borough Allegheny County	N	Y
PAG136191	Elizabeth Borough Allegheny County 206 S 3rd Avenue Elizabeth, PA 15037-1527	Elizabeth Borough Allegheny County	N	Y
PAG136278	Whitaker Borough Allegheny County 1500 Ardmore Boulevard Suite 407 Pittsburgh, PA 15221-4468	Whitaker Borough Allegheny County	N	Y
PAG136198	Trafford Borough Westmoreland County PO Box 196 Trafford, PA 15085-0196	Trafford Borough Westmoreland County	N	Y
PAG136138	Scott Township Allegheny County 301 Lindsay Road Carnegie, PA 15106	Scott Township Allegheny County	N	Y
PAG136131	Findlay Township Allegheny County 1271 Rte 30 Clinton, PA 15026	Findlay Township Allegheny County	N	Y
PAG136162	Coraopolis Borough Allegheny County 1012 5th Avenue Coraopolis, PA 15108-1804	Coraopolis Borough Allegheny County	N	Y
PAG136178	Hopewell Township Beaver County Municipal Bldg Aliquippa, PA 15001	Hopewell Township Beaver County	N	Y
PAG136155	Rochester Borough Sewer & Maintenance Authority PO Box 563 Rochester, PA 15074-0563	Rochester Borough Beaver County	N	Y
PAG136204	Collier Township Municipal Authority Allegheny County 2418 Hilltop Road Presto, PA 15142-1120	Collier Township Allegheny County	N	Y
PAG136144	Vanport Township 477 State Avenue Beaver, PA 15009-1536	Vanport Township Beaver County	N	Y
PAG136164	Irwin Borough 424 Main Street Irwin, PA 15642-3440	Irwin Borough Westmoreland County	N	Y
PAG136159	Brighton Township 1300 Brighton Road Beaver, PA 15009-9238	Brighton Township Beaver County	N	Y
PAG136266	Economy Borough Beaver County 2856 Conway Wallrose Road Baden, PA 15005-2306	Economy Borough Beaver County	No	No
PAG136128	Baldwin Borough 3344 Churchview Avenue Pittsburgh, PA 15227-4306	Baldwin Borough Allegheny County	N	Y
PAG136268	Green Tree Borough, 10 W Manilla Avenue Pittsburgh, PA 15220-3310	Green Tree Borough Allegheny County	N	Y

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