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PA Bulletin, Doc. No. 18-887

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[48 Pa.B. 3421]
[Saturday, June 9, 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.

I. NPDES Renewal Applications.

 Northcentral Region: Clean Water Program Manager, 208 West Third Street, Williamsport, PA 17701.

NPDES No.
(Type) 		Facility Name & Address County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0033162
(Sewage) 		Martha Furnace MHP
PO Box 6
Boalsburg, PA 16827-0006
Centre County
Huston Township 		UNT to Bald Eagle Creek
(9-C) 		Yes
 Southwest Regional Office: Clean Water Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745. Phone: 412.442.4000.
NPDES No.
(Type) 		Facility Name & Address County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0098795
(Industrial) 		North Fayette County Municipal Authority
PO Box 368
Dunbar, PA 15431-0368
Fayette County
Dunbar Township 		Youghiogheny River
(19-D) 		Yes
PA0090328
(Industrial) 		Green Valley Packing
2992 Green Valley Road
Claysville, PA 15323-1360
Washington County
Buffalo Township 		Unnamed Tributary to Buffalo Creek
(20-E) 		Yes
PA0028193
(Sewage) 		Longvue STP 2
418 Arcadia Drive
Pittsburgh, PA 15237-5557
Allegheny County
Ross Township 		Unnamed Tributary to Girtys Run
(18-A) 		Yes
 Northwest Regional Office: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481. Phone: 814.332.6942.
NPDES No.
(Type) 		Facility Name & Address County & Municipality Stream Name
(Watershed No.) 		EPA Waived Y/N?
PA0100129
(Sewage) 		Seneca Hills Campground
276 Damascus Road
Polk, PA 16342
Venango County
Victory Township 		Sandy Creek
(16-G) 		Yes
PA0102326
(Sewage) 		Mercer State Correctional Institution
801 Butler Pike
P.O. Box 6747
Mercer, PA 16137-5653
Mercer County
Findley Township 		Neshannock Creek
(20-A) 		Yes
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

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

 PA0050598, Sewage, SIC Code 4952, Bethel Baptist Church, 754 East Rockhill Road, Sellersville, PA 18960. Facility Name: Bethel Baptist Church STP. This existing facility is located in East Rockhill Township, Bucks County.

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

 The receiving stream(s), Unnamed Tributary to Tohickon Creek, is located in State Water Plan watershed 2-D and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0075 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Instantaneous
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Flow (GPD) Report XXX 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 (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX XXX 20 XXX 40
 May 1 - Oct 31 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ultraviolet light intensity
 (mW/cm2) 		XXX XXX Report XXX XXX XXX
Total Nitrogen XXX XXX XXX 10 XXX 20
Ammonia-Nitrogen XXX XXX XXX 1.5 XXX 3
Total Phosphorus XXX XXX XXX 0.5 XXX 1

 Sludge use and disposal description and location(s): Sludge hauled off site for treatment and disposal.

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

 • Discharge into dry stream

 • No stormwater in sewage

 • Proper sludge disposal

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

 The EPA Waiver is in effect.

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

 PA0008443, Industrial, SIC Code 1795, 2999, 4911, Montour LLC, 835 Hamilton Street, Allentown, PA 18101-2426. Facility Name: Montour LLC. This existing facility is located in Derry Township, Montour County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated Industrial Waste. This is a re-draft due to modifications made to the original draft.

 The receiving stream(s), West Branch Susquehanna River, Chillisquaque Creek, and Unnamed Tributary of Mud Creek, is located in State Water Plan watershed 10-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 003 are based on a design flow of 0 MGD.—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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0 MGD.—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
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
The proposed effluent limits for Outfall 050 are based on a design flow of 6.8 MGD.—Interim Limits (Phase A).
Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.08 XXX 0.18
Temperature (deg F) (°F) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 125
Total Dissolved Solids Report XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30
Nitrate-Nitrite as N XXX XXX XXX Report Report XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Aluminum, Total XXX XXX XXX 0.56 1.1 1.4
Copper, Total XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 1.7 3.4 4.3
Sulfate, Total Report XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX Report Report XXX
Chloride Report XXX XXX Report Report XXX
Bromide Report XXX XXX Report Report XXX
PCBs, Total (µg/L) XXX XXX XXX XXX XXX 1.75

 The proposed effluent limits for Outfall 050 are based on a design flow of 6.8 MGD.—Phase B and Phase C.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) XXX 0.0
Daily Max 		XXX XXX XXX XXX

 The proposed effluent limits for Outfall 052 are based on a design flow of 3.0 MGD.—Interim Limits (Phase A).

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Specific Conductance (µmhos/cm) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 125
Total Dissolved Solids Report XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Aluminum, Total XXX XXX XXX 1.1 2.2 2.8
Copper, Total (µg/L) XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 2.6 5.2 6.5
Lithium, Total XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Calcium, Total XXX XXX XXX Report Report XXX
Strontium, Total XXX XXX XXX Report Report XXX
Sulfate, Total Report XXX XXX Report Report XXX
Chloride Report XXX XXX Report Report XXX
Bromide Report XXX XXX Report Report XXX
PCBs, Total (µg/L) XXX XXX XXX XXX XXX 1.75

 The proposed effluent limits for Outfall 052 are based on a design flow of 3.0 MGD.—Phase B and Phase C.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Specific Conductance (µmhos/cm) XXX XXX XXX Report Report XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 125
Total Dissolved Solids Report XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Aluminum, Total XXX XXX XXX 0.85 1.7 2.1
Copper, Total (µg/L) XXX XXX XXX 15.8 31.6 39.5
Iron, Dissolved XXX XXX XXX 0.53 1.0 1.3
Iron, Total XXX XXX XXX 2.6 5.2 6.5
Lithium, Total XXX XXX XXX Report Report XXX
Magnesium, Total XXX XXX XXX Report Report XXX
Calcium, Total XXX XXX XXX Report Report XXX
Strontium, Total XXX XXX XXX Report Report XXX
Sulfate, Total Report XXX XXX Report Report XXX
Chloride Report XXX XXX Report Report XXX
Bromide Report XXX XXX Report Report XXX
PCBs, Total (µg/L) XXX XXX XXX XXX XXX 1.75

 The proposed effluent limits for Outfall 053 are based on a design flow of 0.22 MGD.—Phase A.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 10.0 20.0 30
Total Dissolved Solids Report XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Nitrate-Nitrite as N XXX XXX XXX Report Report 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
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Arsenic, Total (µg/L) XXX XXX XXX Report Report XXX
Boron, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX 0.24 0.37 0.6
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 5.0 7.5 10
Lead, Total XXX XXX XXX Report Report XXX
Mercury, Total XXX XXX XXX 0.027 0.043 XXX
Selenium, Total XXX XXX XXX 3.4 5.3 XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total Report XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX Report Report XXX
Chloride Report XXX XXX Report Report XXX
Bromide Report XXX XXX Report Report XXX
PCBs, Total (µg/L) XXX XXX XXX XXX XXX 1.75

 The proposed effluent limits for Outfall 053 are based on a design flow of 0.22 MGD.—Phase B.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Total Dissolved Solids Report XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15 20 30
Nitrate-Nitrite as N XXX XXX XXX Report Report 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
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Arsenic, Total (µg/L) XXX XXX XXX Report Report XXX
Boron, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX 0.24 0.37 0.6
Chromium, Hexavalent XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 5.0 7.5 10
Lead, Total XXX XXX XXX Report Report XXX
Mercury, Total (µg/L) XXX XXX XXX 27.0 43.0 XXX
Selenium, Total XXX XXX XXX 3.4 5.3 XXX
Silver, Total XXX XXX XXX Report Report XXX
Sulfate, Total Report XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX Report Report XXX
Chloride Report XXX XXX Report Report XXX
Bromide Report XXX XXX Report Report XXX
PCBs, Total (µg/L) XXX XXX XXX XXX XXX 1.75

 The proposed effluent limits for Outfall 053 are based on a design flow of 0.22 MGD.—Final Limits, Phase C.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Total Dissolved Solids Report XXX XXX 37,380.0 74,760.0 93,450
Oil and Grease XXX XXX XXX 15 20 30
Nitrate-Nitrite as N XXX XXX XXX 4.4 17.0 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
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen Report XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus Report XXX XXX Report XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX
Boron, Total XXX XXX XXX 17.4 34.8 43
Cadmium, Total (µg/L) XXX XXX XXX 4.6 9.2 11.5
Chromium, Hexavalent (µg/L) XXX XXX XXX 35.0 70.0 87.5
Copper, Total (µg/L) XXX XXX XXX Report Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX 5.0 7.5 10
Lead, Total XXX XXX XXX Report Report XXX
Selenium, Total (µg/L) XXX XXX XXX 86.7 173.4 XXX
Silver, Total (µg/L) XXX XXX XXX 8.1 16.2 20.2
Sulfate, Total Report XXX XXX Report Report XXX
Thallium, Total (µg/L) XXX XXX XXX 2.9 5.8 7.2
Chloride Report XXX XXX Report Report XXX
Bromide Report XXX XXX Report Report XXX
PCBs, Total (µg/L) XXX XXX XXX XXX XXX 1.75

 The proposed effluent limits for Internal Monitoring Point (IMP) 150 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Chromium, Total
 Internal Monitoring Point XXX XXX XXX 0.2 0.2
Daily Max 		XXX
Zinc, Total
 Internal Monitoring Point XXX XXX XXX 1.0 1.0
Daily Max 		XXX

 The proposed effluent limits for IMP 151 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Chromium, Total
 Internal Monitoring Point XXX XXX XXX 0.2
Annl Avg 		0.2
Daily Max 		XXX
Zinc, Total
 Internal Monitoring Point XXX XXX XXX 1.0
Annl Avg 		1.0
Daily Max 		XXX
Flow (MGD)
 Internal Monitoring Point Report XXX XXX XXX XXX XXX
Free Available Chlorine
 Internal Monitoring Point XXX XXX XXX 0.2
Daily Max 		XXX 0.5

 The proposed effluent limits for IMP 152 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Chromium, Total
 Internal Monitoring Point XXX XXX XXX 0.2
Annl Avg 		0.2
Daily Max 		XXX
Zinc, Total
 Internal Monitoring Point XXX XXX XXX 1.0
Annl Avg 		1.0
Daily Max 		XXX
Flow (MGD)
 Internal Monitoring Point Report XXX XXX XXX XXX XXX
Free Available Chlorine
 Internal Monitoring Point XXX XXX XXX 0.2
Daily Max 		XXX 0.5

 The proposed effluent limits for IMP 153 are:

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.)
 Internal Monitoring Point XXX XXX 6.0
Daily Min 		XXX 9.0
Daily Max 		XXX
Total Residual Chlorine (TRC)
 Internal Monitoring Point XXX XXX XXX Report XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Internal Monitoring Point XXX XXX XXX 25.0 XXX 50
Total Suspended Solids
 Internal Monitoring Point XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Internal Monitoring Point
 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 effluent limits for IMP 253.—Interim Limits, Phase B.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids
 Internal Monitoring Point XXX XXX XXX 10.0 20.0 30
Nitrate-Nitrite as N
 Internal Monitoring Point XXX XXX XXX Report Report XXX
Arsenic, Total (µg/L)
 Internal Monitoring Point XXX XXX XXX Report Report XXX
Mercury, Total
 Internal Monitoring Point XXX XXX XXX 0.027 0.043 XXX
Selenium, Total
 Internal Monitoring Point XXX XXX XXX 3.4 5.3 XXX

 The proposed effluent limits for IMP 253.—Final Limits, Phase C.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids
 Internal Monitoring Point XXX XXX XXX 10.0 20.0 30
Nitrate-Nitrite as N
 Internal Monitoring Point XXX XXX XXX 4.4 17.0 XXX
Arsenic, Total (µg/L)
 Internal Monitoring Point XXX XXX XXX 8.0 11.0 XXX
Mercury, Total (ng/L)
 Internal Monitoring Point XXX XXX XXX 356.0 788.0 XXX
Selenium, Total (µg/L)
 Internal Monitoring Point XXX XXX XXX 12.0 23.0 XXX

 The proposed effluent limits for IMP 353.—Phase B and Phase C.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids
 Internal Monitoring Point XXX XXX XXX 30.0 100.0 125

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 053.—Limits (Phase A, B, and C).

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 72,749
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 1,200
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:

 • Chesapeake Bay Requirements

 • ELG Re-opener clause

 • 316(b) study requirements

 • Chemical additives

 • Stormwater Requirements

 • Compliance Schedules for meeting final limits

 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.

 PA0234028, Sewage, SIC Code 4952, University Area Joint Authority, 1576 Spring Valley Road, State College, PA 16801-8499. Facility Name: Advanced Water Treatment Building. This existing facility is located in College Township, Centre 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 Spring Creek, Unnamed Tributary to Slab Cabin Run, and Slab Cabin Run, is located in State Water Plan watershed 9-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.03 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.03 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 006 are based on a design flow of 0.03 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.03 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 3 MGD.—Final 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 XXX XXX 9.0
Temperature (deg F) (°F) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5) Report XXX XXX 10 XXX 25
Turbidity (NTU) XXX XXX XXX 2.0 XXX 5.0
Fecal Coliform (CFU/100 ml) XXX XXX XXX 2.2 XXX 23
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 Report XXX XXX 10 XXX 25
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 Report XXX XXX 3.0 XXX 7.5
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
Total Organic Halogens (TOX) Report XXX XXX 0.2 XXX 0.5
Total Organic Carbon Report XXX XXX 10 XXX 25

 The proposed effluent limits for Outfall 201 are based on a design flow of 3.0 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 0.27 XXX 0.88

 The proposed effluent limits for Outfall 301 are based on a design flow of 3.0 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX

 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.

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

 PA0035360, Sewage, SIC Code 4952, Plum Borough Municipal Authority, 4555 New Texas Road, Pittsburgh, PA 15239-1197. Facility Name: Holiday Park STP. This existing facility is located in Plum Borough, Allegheny County.

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

 The receiving stream, Abers Creek, is located in State Water Plan watershed 19-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 1.8 MGD.

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 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 374 561 XXX 20 30 40
 May 1 - Oct 31 150 225 XXX 10 15 20
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids
 Nov 1 - Apr 30 467 701 XXX 25 38 50
 May 1 - Oct 31 376 563 XXX 25 38 50
Total Suspended Solids Raw
 Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ultraviolet light transmittance (%) XXX XXX Report Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 56 XXX XXX 3.0 XXX 6
 May 1 - Oct 31 29 XXX XXX 1.9 XXX 3.8
Copper, Total Report XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.8 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Nitrogen 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
Toxicity, Acute - Ceriodaphnia
 Survival (TUa) 		XXX XXX XXX XXX 1.0 XXX

 Sludge use and disposal description and location: Sludge is aerobically digested, thickened, and dewatered in belt press, biosolids disposed of in Valley Landfill.

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

 The permittee shall monitor for copper concentrations at Outfall 001 on a calendar quarterly basis. The monitoring shall, at a minimum, consists of 2 samples per one month of each quarter. If any average monthly value exceeds 20 µg/l, then the permittee shall conduct a site-specific copper criteria study at Turtle Creek, below the confluence with Abers Creek, to ensure that no further degradation occurs in Turtle Creek. The study for the site-specific copper criteria at Turtle Creek shall be in accordance with Chapter 93.8d. The proposed study plan shall be submitted to the PA DEP within 120 days from the end of the month in which the monthly average copper concentration discharged from Outfall 001 exceeds 20 µg/l. The proposed study plan must include an implementation schedule. The implementation schedule must reflect a schedule that will provide for the completion of the study in a reasonably expedient manner. The proposed study plan must be approved by PA DEP before any work begins on the site-specific copper criteria at Turtle Creek. Upon PA DEP's approval of the proposed study plan, the permittee shall implement the plan in accordance with the implementation schedule.

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

 The EPA Waiver is not in effect.

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

 PA0271438, Sewage, SIC Code 8800, Raymond Cowan, 5200 Henderson Road, Apt 402, Erie, PA 16509-4051. Facility Name: Raymond Cowan SRSTP. This proposed facility is located at 563 Talcott Road, Waterford, PA 16441 in Waterford Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to LeBoeuf Creek, is located in State Water Plan watershed 16-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 0.0004 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Annual
Average 		Maximum Instant.
Maximum
Flow (MGD) 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

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by PADEP or disposal at an STP.

 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.

 PA0271471, Sewage, SIC Code 4952, 8800, Chad Yohe, 499 Seaward Avenue, Bradford, PA 16701. Facility Name: Chad Yohe SRSTP. This proposed facility is located in Corydon Township, McKean County.

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

 The receiving stream is Willow Creek, located in State Water Plan watershed 16-B and classified for HQ-CWF, 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 (MGD) 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 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000

 Sludge use and disposal description and locations(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized for PADEP or disposal at an STP.

 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.

 PA0271497, Sewage, SIC Code 4952, 8800, Randall Reynolds, 420 Kemmer Road, Summerville, PA 15864. Facility Name: Randall Reynolds SRSTP. This proposed facility is located at 15 C L School Road, Summerville, PA 15864 in Limestone Township, Clarion County.

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

 The receiving stream is an unnamed tributary to Piney Creek, located in State Water Plan watershed 17-B and classified for Cold Water Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Annual
Average 		Maximum Instant.
Maximum
Flow (MGD) 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 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX 1,000

 Sludge use and disposal description and location(s): Septage must be pumped and hauled off-site by a septage hauler for land application under a general permit authorized by PADEP or disposal at an STP.

 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.

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

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

 WQM Permit No. 4618406, Towamencin Municipal Authority, 2225 Kriebel Road, Lansdale, PA 19446.

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

 Description of Action/Activity: Phosphorus removal and chemical treatment using PACL 300.

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

 WQM Permit No. 6418401, Sewage, Roamingwood Sewer & Water Association, P.O. Box 6, Lake Ariel, PA 18436-0006.

 This proposed facility is located in Lake Township, Wayne County.

 Description of Proposed Action/Activity: The project is for the replacement of the gravity sewer lines, manholes and pump stations with a low pressure sanitary sewer system to serve the Hideout section of the service area. All existing wastewater pumping stations will be eliminated while the existing sewer lines will be abandoned in-place.

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

 WQM Permit No. 0718401, Sewerage, Robert Stonebraker, 352 Hollen Road, Tyrone, PA 16686.

 This proposed facility is located in Antis Township, Blair County.

 Description of Proposed Action/Activity: Seeking permit approval for the construction/operation of a single residence sewage treatment to serve their residence.

 WQM Permit No. 0718402, Sewerage, Timothy McMillen, 189 Smith Road, Tyrone, PA 16686.

 This proposed facility is located in Antis Township, Blair County.

 Description of Proposed Action/Activity: Seeking permit approval for construction/operation of a small flow treatment system to serve their single family residence at 176 Smith Road.

 WQM Permit No. 2109402, Amendment No 1, Sewerage, Mechanicsburg Borough, 36 West Allen Street, Mechanicsburg, PA 17055.

 This proposed facility is located in Mechanicsburg Borough, Cumberland County.

 Description of Proposed Action/Activity: Seeking permit approval for replacement of two (2) existing belt filter presses, associated polymer feed system, and associated process piping and appurtenances with one (1) new volute dewater press, new liquid polymer feed system, new shaftless screw conveyor, and a new associated process piping and appurtenances.

 WQM Permit No. 0197405, Amendment No. 2, Sewerage, Kunj Harrisburg, LLC, 2634 Emmitsburg Road, Gettysburg, PA 17325.

 This proposed facility is located in Cumberland Township, Adams County.

 Description of Size and Scope of Proposed Operation/Activity: Seeking permit approval for the installation of a new Ultra-Violet Disinfection system, new control panel with PLC and VFDs, auto-dialer, emergency generator connection and a new effluent pump station at the Eisenhower WWTF.

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

 WQM Permit No. 1618406, Sewage, Garrett L Carulli, 2607 Old Fryburg Road, Lucinda, PA 16235.

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

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

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

 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
PAD510026 BG Capital LLC
9310 Keystone Street
Philadelphia, PA 19114
Philadelphia City of Philadelphia Delaware Estuary
WWF-MF

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

 Carbon County Conservation District, 5664 Interchange Road, Lehighton PA 18235.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD130012 Blue Mountain Resort
1660 Blue Mtn Dr
Palmerton, PA 18071
Carbon Lower Towamensing Twp Aquashicola Creek
(HQ-CWF, MF)

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

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD390072 Brinley Court, LLC
2312 N Broad St
Colmar, PA 18915
Lehigh Upper Saucon Twp Laurel Run
(CWF, MF)
EV Wetlands

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

Permit # Applicant Name & Address County Municipality Receiving
Water/Use
PAD210022 UGI Utilities Inc
2525 North 12th Street
Suite 360
PO Box 12677
Reading, PA 19612-2677
Cumberland South Middletown Township
Carlisle Borough 		UNT Hodgestown Run
(CWF, MF)
LeTort Spring Run
(EV, MF)

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

Permit No. Applicant & Address County Municipality Stream Name
PAD020008 Fox Chapel Estates, LP
375 Golfside Drive
Wexford, PA 15090
Allegheny County
Indiana Township Little Pine Creek (TSF);
Squaw Run (WWF)
PAD0200113 Maronda Homes, Inc.
11 Timberglen Drive
Imperial, PA 15126
Allegheny County
North Versailles
Township 		Jacks Run
(HQ-TSF)
VII. List of NOIs for NPDES and/or Other General Permit Types.
PAG-12 CAFOs
MS4 PAG-13 Notices of Intent Received.

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

NPDES
Permit No. 		Applicant Name & Address Municipality, County Waiver
Application
Submitted (Y/N)
Pollutant
Reduction Plan
Submitted (Y/N)
PAG138328 Middlesex Township
Butler County
133 Browns Hill Road
Valencia, PA 16059-3141
Middlesex Township
Butler County 		Y N

STATE CONSERVATION COMMISSION

PROPOSED NUTRIENT MANAGEMENT PLANS RELATED TO APPLICATIONS FOR NPDES PERMITS FOR CAFOs

 This notice provides information about agricultural operations that have submitted nutrient management plans (NMPs) for approval under 3 Pa.C.S. Chapter 5 and that have or anticipate submitting applications for new, amended or renewed NPDES permits, or Notices of Intent (NOIs) for coverage under a general permit, for CAFOs, under 25 Pa. Code Chapter 92a. This notice is provided in accordance with 25 Pa. Code Chapter 92a and 40 CFR Part 122, implementing The Clean Streams Law and the Federal Clean Water Act.

 Based upon preliminary reviews, the State Conservation Commission (SCC) or County Conservation Districts (CCD) working under a delegation agreement with the SCC have completed an administrative review of NMPs described. These NMPs are published as proposed plans for comment prior to taking final actions. The NMPs are available for review at the CCD office for the county where the agricultural operation is located. A list of CCD office locations is available at http://www.nacdnet.org/about/districts/directory/pa.phtml or can be obtained from the SCC at the office address listed or by calling (717) 787-8821.

 Persons wishing to comment on an NMP are invited to submit a statement outlining their comments on the plan to the CCD, with a copy to the SCC for each NMP, within 30 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the NMPs. Comments should include the name, address and telephone number of the writer and a concise statement to inform the SCC of the exact basis of the comments and the relevant facts upon which they are based. Comments should be sent to the SCC, Agriculture Building, Room 310, 2301 North Cameron Street, Harrisburg, PA 17110.

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

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

 Application No. PA0244597, Concentrated Animal Feeding Operation (CAFO), Walmoore Holsteins Inc. (Walmoore Holstein Unit 2 Farm), 1826 Howell Moore Road, West Grove, PA 19390-8716.

 Walmoore Holsteins Inc. has submitted an application for an Individual NPDES permit for a renewal of a CAFO known as Walmoore Holstein CAFO, located in Londonderry Township, Chester County.

 The CAFO is situated near Unnamed Tributary of East Branch White Clay Creek and Middle Branch White Clay Creek in Watershed 3-I, which is classified for Migratory Fishes, Exceptional Value Waters, and Trout Stocking. The CAFO is designed to maintain an animal population of approximately 1,608 animal equivalent units (AEUs) consisting of 1,055 adult cows and 650 heifers. Manure is collected and stored in two earthen high-density polyethylene (HDPE) lined storage lagoons, two-clay lined lagoons with a picket fence solid separator dams, and one-clay lined lagoon with concrete floor. The total capacity of the manure storage facilities is 3,575,00 gallons of liquid manure storage in HDPE line lagoons, 1,300,000 and 623,390 gallons of manure storage in the clay lined with a picket fence solid separator dams, and 106,900 gallons of manure in the clay lined with concrete floor storage, for a total of 5,605,290 gallons of 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 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 484-250-5910.

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

ACT 38
NUTRIENT MANAGEMENT PLANS

CAFO PUBLIC NOTICE SPREADSHEET—APPLICATIONS

Agricultural Operation
Name and Address		CountyTotal
Acres		AEU's Animal
Type		Special Protection Waters (HQ or EV or NA) New or
Renewal
Hillside Poultry Farms, Inc.
Franklin 456 1,166.25 Poultry-
Layers 		NA Renewal
Kenton Martin
23 East 28th Division Highway
Lititz, PA 17543
Lancaster 14 394.95 Broilers HQ N
Jonathan King Farm
1334 Valentine Road
Ickesburg, PA 17037
Perry 82.1 563.34 Swine
Beef
Horses
Buffalo Creek
HQ CWF 		Renewal
Hoffman Family Farm, LLC
243 Healy Road
Shinglehouse, PA 16748
Potter 1,450 1,619.26 Dairy Yes, HQ Renewal
Brendon Zimmerman
2490 Mill Road
Elizabethtown, PA 17022
Dauphin 54 359.86 Broilers NA New

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