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PA Bulletin, Doc. No. 17-1617

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[47 Pa.B. 6055]
[Saturday, September 30, 2017]

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

 Southwest Regional Office: Regional 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?
PA0253146
(Sewage) 		Windber Country Club
1392 Forest Hills Drive
Salix, PA 15952-9201 		Cambria County
Adams Township 		Little Paint Creek
(18-E) 		Yes
PA0217522
(Sewage) 		Municipal Authority of the Borough of Smithton
PO Box 342
Smithton, PA 15479-0342 		Westmoreland County
Smithton Borough 		Unnamed Tributary to Youghiogheny River
(19-D) 		Yes
PA0217786
(Sewage) 		New Eagle Borough STP
157 Main Street
New Eagle, PA 15067-1145 		Washington County
New Eagle Borough 		Monongahela River
(19-C) 		Yes
PA0022276
(Sewage) 		Southmoreland School
District STP
200 Scottie Way
Scottdale, PA 15683-1066 		Westmoreland County
East Huntingdon Township 		Unnamed Tributary to Stauffer Run
(19-D) 		Yes
 Northeast Region: Clean Water Program Manager, 2 Public Square, Wilkes-Barre, PA 18701-1915. Phone: 570-826-2511.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed No.) 		EPA Waived
Y/N?
PA0065323
(Sewage) 		Jacob A Schray Residence
189 E. Mountain Road
Wind Gap, PA 18091 		Northampton County
Bushkill Township 		Unnamed Tributary of West Branch Sobers Run
(1-F) 		Yes
PA0035637
(Sewage) 		PennDOT Rest Stop No. 55 WWTP
I-81 North near exit 202
Greenfield Twp., PA 18411 		Lackawanna County
Greenfield Township 		Unnamed Tributary of South Branch Tunkhannock Creek
(4-F) 		Yes
 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type) 		Facility Name &
Address 		County &
Municipality 		Stream Name
(Watershed #) 		EPA Waived
Y/N?
PA0083470
Paradise Twp Sew Auth
2 Township Drive
PO Box 40
Paradise, PA 17562 		Paradise Twp/
Lancaster County 		Pequea Creek/7K Y
PA0261912 Scooters Mountainside Tavern
4587 Chambersburg Road
Biglerville, PA 17307-9531 		Franklin Twp/
Adams County 		Marsh & Rock Creeks/13D Y
PA0087530 Paul McAnulty
3651 Waggoners Gap Road
Carlisle, PA 17015-9540 		North Middleton Twp/
Cumberland County 		Conodoguinet Creek/7B Y
PA0087033 Rachel Esh
6352 McClay's Mill Road
Newburg, PA 17240 		Lurgan Twp/
Franklin County 		Conodoguinet Creek/7B Y
PA0248070 Mifflintown Borough Muni Auth
259 Water Plant Road
Mifflintown, PA 17059 		Milford Twp/
Juniata County 		Dry Swale Juniata River/12A Y
PA0030511 Bermudian Springs High School
7335 Carlisle Pike
York Springs, PA 17372-0501 		Huntingdon Twp/
Adams County 		Conewago Creek/7F Y
 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?
PA0000183
(Industrial) 		General Electric Transportion System Erie
2901 E Lake Road Bldg 9-201
Erie, PA 16531-0001 		Erie County
Lawrence Park Township 		Unnamed Stream
(15-A) 		Yes
PA0263974
(Sewage) 		Joel Steele SRSTP
138 Saint Joe Road
Butler, PA 16002-0050 		Butler County
Oakland Township 		Unnamed Tributary of Bonnie Brook
(20-C) 		Yes
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications

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

 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.

 Description of Existing Activity: The application is for renewal of an NPDES permit for existing discharges of cooling tower blowdown, treated sewage, miscellaneous low volume wastes, and storm water.

 The receiving stream(s), the Ohio River, 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 Internal Monitoring Point 201 are based on a design flow of 0.014 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 (S.U.) XXX XXX 6.0 XXX Report XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Hydrazine XXX XXX XXX Report Report XXX

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.018 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 (S.U.) XXX XXX 6.0 XXX 9.0
Max 		XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.53 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
Free Available Chlorine 0.83 2.09 XXX Report Report XXX
Temperature (°F) XXX XXX XXX XXX 110 XXX
Chromium, Total 0.83 0.83 XXX Report Report XXX
Zinc, Total 4.17 4.17 XXX Report Report XXX
Ammonia-Nitrogen XXX XXX XXX Report Report XXX
Hydrazine XXX XXX XXX 0.002 0.002 XXX
Hexachlorobenzene
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.003 0.004 0.008
Benzo(a)Anthracene XXX XXX XXX Report Report XXX
Benzo(a)Pyrene XXX XXX XXX Report Report XXX
Benzo(k)Fluoranthene XXX XXX XXX Report Report XXX
3,4-Benzofluoranthene XXX XXX XXX Report Report XXX
Chrysene XXX XXX XXX Report Report XXX
Dibenzo(a,h)Anthracene XXX XXX XXX Report Report XXX
Indeno(1,2,3-cd)Pyrene XXX XXX XXX Report Report XXX
N-Nitrosodimethylamine
 (Interim) XXX XXX XXX Report Report XXX
 (Final) XXX XXX XXX 0.007 0.011 0.018

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.03 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) 0.0009 Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 4.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids Report Report XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Apr 1 - Oct 31 XXX XXX XXX 200  
Geo Mean 		XXX 400
 Nov 1 - Mar 31 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.026 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 (S.U.) XXX XXX 6.0 XXX 9.0
Max 		XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.26 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Debris collected on the intake racks shall not be returned to the waterway.

 The proposed effluent limits for Outfall 005 are for storm water discharges.

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

 In addition, the permit contains the following major special conditions: requirements for 1) storm water discharges associated with industrial activities; 2) chemical additive use; 3) data collection for cooling water intake structures pursuant to Section 316(b) of the Clean Water Act; 4) sampling for compliance with water quality limits below target quantitation limits; and 5) a compliance schedule for water quality limits at Outfall 001. The permittee has the option of resampling Outfall 001 and submitting analytical results during the comment period. If supported by the new analytical results, the parameters subject to interim reporting and final water quality limits at Outfall 001 will be removed from the final permit without further public notice. Hydrazine and ammonia-nitrogen reporting at IMP 201 may also be removed if the permittee confirms that hydrazine is no longer used.

 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.

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

 PA0026018, Sewage, SIC Code 4952, Borough of West Chester, Goose Creek Wastewater Treatment Plant, 351 Snyder Avenue, West Chester, PA 19382. Facility Name: West Chester Taylor Run STP. This existing facility is located in East Bradford Township, Chester 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), Taylor Run, is located in State Water Plan watershed 3-H 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 1.5 MGD—Interim Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Aluminum, Total XXX 9.4
Daily Max 		XXX XXX 0.75
Daily Max 		XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.5 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Weekly
Average 		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
Total Dissolved Solids Report XXX XXX Report XXX XXX
Copper, Total Report XXX XXX Report XXX XXX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.05 XXX 0.15
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		311.4 475 XXX 25.0 40.0
Wkly Avg 		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 188 282 XXX 15.0 23.0
Wkly Avg 		30
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
Total Nitrogen 375 XXX XXX 30.0 XXX 60
Ammonia-Nitrogen
 Nov 1 - Apr 30 94 XXX XXX 7.5 XXX 15
 May 1 - Oct 31 31 XXX XXX 2.5 XXX 5
Total Phosphorus
 Nov 1 - Mar 31 25 XXX XXX 2.0 XXX 4
 Apr 1 - Oct 31 20.0 XXX XXX 1.6 XXX 3.2
*Shall not exceed in more than 10% of samples

 The proposed effluent limits for Outfall 003 are based on an average flow of 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 XXX XXX Report XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		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
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Optimization

 E. Discharge to Small Stream

 F. Operator Notification

 G. TMDL/WLA Data

 H. Fecal Coliform Reporting

 I. Operations and Maintenance Plan

 J. Compliance Schedule

 K. Pretreatment Program

 L. WET Testing

 M. Requirements for Stormwater Outfalls

 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.

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

 PA0026107, Sewage, SIC Code 4952, Wyoming Valley Sanitary Authority, P.O. Box 33A, Wilkes-Barre, PA 18703. Facility Name: Wyoming Valley Sanitary Authority WWTP. This existing facility is located in Hanover Township, Luzerne 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, the Susquehanna River, is located in State Water Plan watershed 05B 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 concentration effluent limits for Outfall 001 are based upon the average dry weather flow of 32 MGD. The proposed mass-based effluent limits for CBOD5 and TSS for Outfall 001 are based upon the hydraulic design capacity of 50 MGD which includes stormwater inflow within the facility's wastewater collection/conveyance system.

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 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		10,425 16,680 XXX 25 40 50
Biochemical Oxygen Demand
 (BOD5)
 Raw Sewage Influent Report Report XXX Report Report XXX
Total Suspended Solids 12,510 18,765 XXX 30 45 60
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report Report XXX
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX XXX
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX XXX
Ammonia-Nitrogen XXX XXX XXX 25 40 50

 The proposed effluent limits for Stormwater Outfall 059 are based on a design flow of N/A MGD.

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
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		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
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Stormwater Outfall 060 are based on a design flow of N/A MGD.

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
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		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
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX

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

Effluent Limitations
Mass Units (lbs) (1) Concentrations (mg/L)
Parameter Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report XXX 25 50
Kjeldahl—N Report XXX XXX Report XXX
Nitrite-Nitrate as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 584,467 XXX XXX XXX
Net Total Phosphorus Report 77,929 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

 • Management and Control of Combined Sewer Overflows

 • Implementation of the Long-Term Control Plan

 • Requirements Applicable to Stormwater Outfalls

 • Operation and Implementation of a Pretreatment Program

 • Whole Effluent Toxicity Testing

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570.826.5472.

 The EPA Waiver is not in effect.

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

 PA0031551, Sewage, SIC Code 8211, Chambersburg School District, 435 Stanley Avenue, Chambersburg, PA 17201-3605. Facility Name: Lurgan Township Elementary School. This existing facility is located in Lurgan Township, Franklin 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), UNT to Conodoguinet Creek, is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.00338 MGD.—Limits.

 PA0081515, Sewage, SIC Code 4952, Lancaster County Career & Tech Center, PO Box 527, Willow Street, PA 17584-0527. Facility Name: Lancaster County Career & Tech Center Brownstown. This existing facility is located in West Earl Township, Lancaster 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 0.0043 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0043 MGD.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX Report 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX XXX
 May 1 - Sep 30 XXX XXX XXX 200 XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX

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

 The EPA Waiver is in effect.

 PA0022535, Sewage, SIC Code 4952, Millersburg Area Authority Dauphin County, 101 West Street, Millersburg, PA 17061-1363. Facility Name: Millersburg STP. This existing facility is located in Millersburg Borough, Dauphin 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), Susquehanna River, is located in State Water Plan watershed 6-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 1 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 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		209 334 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 250 375 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
Ammonia-Nitrogen Report XXX XXX Report 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
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 18,265 XXX XXX XXX XXX
Net Total Phosphorus* Report 2,435 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:

 • Stormwater Prohibition, Approval Contingencies, Proper Waste/solids Management, Restriction on receipt of hauled in waste under certain conditions and Chlorine minimization requirement and WET testing requirements

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

 The EPA Waiver is not in effect.

Effluent Limitations
Mass Units (lbs/day) Concentrations (mg/L)
Parameter Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0 XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC)
 Interim limit XXX XXX XXX 0.38 XXX 1.3
 Final limit XXX XXX XXX 0.24 XXX 0.79
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 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
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 16.5 XXX XXX
 May 1 - Oct 31 XXX XXX XXX 5.5 XXX 11

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

Effluent Limitations
Mass Units (lbs) Concentrations (mg/L)
Parameter Monthly Annual Monthly
Average 		Maximum Instant.
Maximum
Ammonia—N Report Report Report XXX XXX
Kjeldahl—N Report XXX Report XXX XXX
Nitrate-Nitrite as N Report XXX Report XXX XXX
Total Nitrogen Report Report Report XXX XXX
Total Phosphorus Report Report Report XXX XXX

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

 The EPA Waiver is in effect.

 PA0082694, Sewage, SIC Code 4952, East St Clair Township Municipal Authority Bedford County, PO Box 55, Fishertown, PA 15539-0055. Facility Name: East St Clair Township Fishertown STP. This existing facility is located in East Saint Clair Township, Bedford 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), Adams Run, is located in State Water Plan watershed 11-C and is classified for 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 0.112 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 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		23.3 37.4 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 28.0 42.0 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
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 Report XXX XXX Report XXX XXX
 May 1 - Oct 31 Report XXX XXX Report XXX XXX
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 Report XXX XXX Report XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs) 		Report
Total Mo 		XXX XXX XXX XXX XXX
Total Phosphorus
 (Total Load, lbs) (lbs)
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX

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

 The EPA Waiver is in effect.

 PA0082732, Sewage, SIC Code 4952, East St Clair Township Municipal Authority Bedford County, PO Box 55, Fishertown, PA 15539-0055. Facility Name: East St Clair Township Stone Creek STP. This existing facility is located in East Saint Clair Township, Bedford 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), Dunning Creek, is located in State Water Plan watershed 11-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 0.112 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 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		23.4 37.4 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 28 42 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
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
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report XXX XXX Report XXX XXX
 May 1 - Oct 31 Report XXX XXX Report XXX XXX
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 Report 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

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

 The EPA Waiver is in effect.

 PA0261645, Sewage, SIC Code 7011, Officers Christian Fellowship, 4500 Milligans Cove Road, Manns Choice, PA 15550-8016. Facility Name: Heritage House White Sulphur Springs STP. This existing facility is located in Harrison Township, Bedford 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), Sulphur Springs Creek, is located in State Water Plan watershed 11-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 0.0098 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 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen
 Demand (CBOD5) 		Report Report XXX 25.0 40.0 XXX
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 Report Report XXX 30.0 45.0 XXX
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000   
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
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
Total Nitrogen
 (Total Load, lbs) (lbs)
 Effluent Net Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
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 Report 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

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

 The EPA Waiver is in effect.

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