NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[51 Pa.B. 7712]
[Saturday, December 11, 2021]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

APPLICATIONS FOR NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS UNDER THE CLEAN STREAMS LAW AND FEDERAL CLEAN WATER ACT

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. 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). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

Section	Category
I	Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received
II	Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs
III	Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity

 Section I identifies the following applications and NOIs that have been received by DEP:

 • Individual and General WQM Permit Applications Received—DEP provides a 15-day public comment period for Individual WQM Permit Applications for new and reissued permits. There is no public comment period for General WQM Permit NOIs.

 • General NPDES Permit NOIs Received—There is no public comment period for General NPDES NOIs received.

 • All Transfer and Minor Amendment Applications/NOIs Received—Transfer and Minor Amendment Applications/NOIs received for Individual and General WQM Permits and Individual and General NPDES Permits are identified but do not have public comment periods. DEP provides a 15-day public comment period for Individual WQM Permit Applications for amendments.

 Additional information on these applications and NOIs may be reviewed by generating the ''Applications and NOIs without Comment Periods Report'' or, for Individual WQM Permit Applications, the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice.

 Section II identifies individual NPDES permit applications received and draft permits issued by DEP relating to sewage, industrial waste, industrial stormwater, MS4s, pesticides and CAFOs. A 30-day public comment period applies to these applications, except when a site-specific water quality criterion is used to establish effluent limitations, in which case a 45-day public comment period applies. The period for comment may be extended at the discretion of the Department for one additional 15-day period. Additional information, including links to draft permits and fact sheets that explain the basis for DEP's tentative determinations may be reviewed by generating the ''Applications Received with Comment Periods Report'' on DEP's website at www.dep.pa.gov/CWPublicNotice. Notification of 15-day extensions for comment will be provided in the ''Applications Received with Comment Periods Report'' (Comments column).

 Section III provides notice of applications and draft individual permits for stormwater discharges associated with construction activities. Where indicated, DEP has made tentative determinations, based on preliminary review, to issue permits subject to proposed effluent limitations consisting of best management practices identified in the erosion and sediment control (E&S) plans and post-construction stormwater management (PCSM) plans submitted with the applications, as well as other terms and conditions based on the permit applications. A 30-day public comment period applies to these applications.

 Applications and NOIs may be reviewed at the DEP office that received the application or NOI. Contact information for each DEP office for Sections I & II is listed as follows. Contact information for Section III is available within the table. Members of the public are encouraged to use DEP's website to obtain additional information as discussed previously.

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and 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 DEP of the exact basis of a comment and the relevant facts upon which it is based.

 DEP office contact information to review applications and NOIs in Sections I & II and to submit comments for those application and NOIs, when applicable, is as follows:

 DEP Southeast Regional Office (SERO)—2 E. Main Street, Norristown, PA 19401-4915. File Review Coordinator: 484.250.5910. Email: RA-EPNPDES_SERO@pa.gov.

 DEP Northeast Regional Office (NERO)—2 Public Square, Wilkes-Barre, PA 18701-1915. File Review Coordinator: 570.826.5472. Email: RA-EPNPDES_NERO@pa.gov.

 DEP Southcentral Regional Office (SCRO)—909 Elmerton Avenue, Harrisburg, PA 17110. File Review Coordinator: 717.705.4732. Email: RA-EPNPDES_SCRO@pa.gov.

 DEP Northcentral Regional Office (NCRO)—208 W. Third Street, Suite 101, Williamsport, PA 17701. File Review Coordinator: 570.327.3693. Email: RA-EPNPDES_NCRO@pa.gov.

 DEP Southwest Regional Office (SWRO)—400 Waterfront Drive, Pittsburgh, PA 15222. File Review Coordinator: 412.442.4286. Email: RA-EPNPDES_SWRO@pa.gov.

 DEP Northwest Regional Office (NWRO)—230 Chestnut Street, Meadville, PA 16335. File Review Coordinator: 814.332.6340. Email: RA-EPNPDES_NWRO@pa.gov.

 DEP Bureau of Clean Water (BCW)—400 Market Street, Harrisburg, PA 17105. File Review Coordinator: 717.787.5017. Email: RA-EPNPDES_Permits@pa.gov.

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if the Department determines that there is a significant public interest. 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. DEP 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 Hamilton Relay Service at (800) 654-5984.

---

I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.

---

Application Number	Permit Type	Application Type	Applicant Name & Address	Municipality, County	DEP Office
4900401	Major Sewage Treatment Facility Individual WQM Permit	Amendment	Sunbury City Municipal Authority Northumberland County 462 S 4th Street Sunbury, PA 17801-3134	Sunbury City Northumberland County	NCRO
1690402	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Paint Township Clarion County	NWRO
4695428	Minor and Non-NPDES Sewage Treatment Facility Individual WQM Permit	Amendment	Lower Salford Township Authority Montgomery County P.O. Box 243 Harleysville, PA 19438-0243	Lower Salford Township Montgomery County	SERO
PAG040197	PAG-04 NPDES General Permit for Small Flow Treatment Facilities	Transfer	Connelly Michele A 2448 Schaffer Road Pottstown, PA 19464	New Hanover Township Montgomery County	SERO
1502419	Pump Stations Individual WQM Permit	Transfer	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Valley Township Chester County	SERO
1503404	Pump Stations Individual WQM Permit	Transfer	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Valley Township Chester County	SERO
1506413	Pump Stations Individual WQM Permit	Transfer	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Valley Township Chester County	SERO
PA0232980	Single Residence STP Individual NPDES Permit	Transfer	Laura L & Terry L Clary 6601 Chestnut Grove Highway Luthersburg, PA 15848-5014	Bloom Township Clearfield County	NCRO
PA0267597	Single Residence STP Individual NPDES Permit	Transfer	Nail Edward J Jr 3794 Kettle Road Altoona, PA 16601-8522	Tyrone Township Blair County	SCRO
PA0272477	Single Residence STP Individual NPDES Permit	Transfer	Carrie & Daniel Schmader & David & Ernestine Lawson 1651 Weiler Road Warren, PA 16365	Conewango Township Warren County	NWRO
PA0288161	Single Residence STP Individual NPDES Permit	Transfer	Jamie & Kristen Respecki 5470 Zessinger Road McKean, PA 16426-2207	Howe Township Forest County	NWRO
0721405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Nail Edward J Jr 3794 Kettle Road Altoona, PA 16601-8522	Tyrone Township Blair County	SCRO
1718401	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Laura L & Terry L Clary 6601 Chestnut Grove Highway Luthersburg, PA 15848-5014	Bloom Township Clearfield County	NCRO
2521432	Single Residence Sewage Treatment Plant Individual WQM Permit	New	Shollenberger Matthew 8200 Keefer Road Girard, PA 16417-8030	Fairview Township Erie County	NWRO
2720402	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Jamie & Kristen Respecki 5470 Zessinger Road McKean, PA 16426-2207	Howe Township Forest County	NWRO
4318405	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Sevin Lisa 250 Tieline Road Grove City, PA 16127	Pine Township Mercer County	NWRO
6219411	Single Residence Sewage Treatment Plant Individual WQM Permit	Transfer	Carrie & Daniel Schmader & David & Ernestine Lawson 1651 Weiler Road Warren, PA 16365	Conewango Township Warren County	NWRO
WQG02052101	WQG-02 WQM General Permit	New	West Providence Township Municipal Authority 83 East Fifth Avenue Everett, PA 15537	West Providence Township Bedford County	SCRO
WQG02150618	WQG-02 WQM General Permit	Transfer	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Valley Township Chester County	SERO
WQG02150710	WQG-02 WQM General Permit	Transfer	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Valley Township Chester County	SERO
WQG02152103	WQG-02 WQM General Permit	Transfer	PA American Water Co. 852 Wesley Drive Mechanicsburg, PA 17055-4436	Valley Township Chester County	SERO

---

II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

---

 Northcentral Regional Office

 PA0111945, Industrial, SIC Code 3321, Ward Manufacturing, LLC, 117 Gulick Street, Blossburg, PA 16912-1001. Facility Name: Ward Manufacturing Blossburg Foundry. This existing facility is located in Blossburg Borough, Tioga County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharges of stormwater and non-contact cooling water.

 The receiving stream(s), Tioga River (CWF) and Johnson Creek (CWF), is located in State Water Plan watershed 4-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 stormwater outfalls 005—010 and 301 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	IMAX
pH (S.U.)  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total  Other Stormwater	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 1.67 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)  Instream Monitoring	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)  Instream Monitoring	XXX	XXX	6.0	XXX	9.0	XXX
Temperature (deg F) (°F)  Instream Monitoring	XXX	XXX	XXX	XXX	Report Daily Max	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0.04 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)  Instream Monitoring	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)  Instream Monitoring	XXX	XXX	6.0	XXX	9.0	XXX
Temperature (deg F) (°F)  Instream Monitoring	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 570-327-3693.

 The EPA Waiver is in effect.

 

 PA0228818 A-1, Industrial, SIC Code 2621, First Quality Tissue, LLC, 904 Woods Avenue, Lock Haven, PA 17745-3348. Facility Name: FQT Lock Haven Plant. This existing facility is located in Castanea Township, Clinton County.

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

 The receiving stream(s), Bald Eagle Creek (WWF) and Bald Eagle Creek, is located in State Water Plan watershed 9-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 Outfalls 001, 002 and 004 are based on a design flow of 0.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	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

 The proposed effluent limits for Outfall 003 are based on a design flow of 7.40 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L, unless noted)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
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	Report Inst Min	XXX	XXX	XXX
Biochemical Oxygen  Demand (BOD5)	4,010	8,020	XXX	65.0	130.0	160
Total Suspended Solids	3,270	6,540	XXX	53.0	105.0	130
Aluminum, Total	35.02	70.0	XXX	0.92	1.84	2.3
Iron, Total	20.34	40.69	XXX	0.53	1.07	1.33
Manganese, Total	5.13	10.27	XXX	0.13	0.27	0.33
Cadmium, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Chromium, Hexavalent  (ug/L)	Report	Report	XXX	Report	Report	XXX
Silver, Total (ug/L)	0.34	0.52	XXX	5.41	8.44	13.5
4,4-DDD (ug/L)	0.0004	0.0006	XXX	0.006	0.009	0.015
4,4-DDT (ug/L)	0.0001	0.0002	XXX	0.002	0.003	0.005
4,4-DDE (ug/L)	0.00007	0.0001	XXX	0.001	0.002	0.003
2,4-Dinitrotoluene (ug/L)	0.19	0.29	XXX	3.00	4.68	7.5
2,3,7,8-Tetrachloro-  dibenzo-p-dioxin (ng/L)	0.0000000185	0.0000000289	XXX	0.0003	0.0005	0.0008
Acrylonitrile (ug/L)	0.22	0.35	XXX	3.60	5.62	9.01
1,2,4-Trichlorobenzene  (ug/L)	0.049	0.076	XXX	0.79	1.24	1.99
Butyl Benzyl Phthalate  (ug/L)	0.07	0.11	XXX	1.13	1.77	2.84
Dieldrin (ng/L)	0.000004	0.000006	XXX	0.06	0.09	0.1
Endrin (ug/L)	Report	Report	XXX	Report	Report	XXX
Hexachlorobutadiene  (ug/L)	0.037	0.058	XXX	0.60	0.94	1.5
Phenanthrene (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 003.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Minimum	Monthly Average	Maximum	IMAX
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 Nitrogen  INTAKE	Report	XXX	XXX	Report	XXX	XXX
Total Phosphorus	Report	Report	XXX	Report	XXX	XXX
Total Phosphorus  INTAKE	Report	XXX	XXX	Report	XXX	XXX
Net Total Nitrogen*	Report	Report	XXX	XXX	XXX	XXX
Net Total Phosphorus*	Report	Report	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

 • Industrial Stormwater Requirements

 • Chemical Additive 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 in effect.

 PA0027057, Sewage, SIC Code 4952, Williamsport Sanitary Authority, 253 W 4th Street, Williamsport, PA 17701-6113. Facility Name: Central Plant. This existing facility is located in City of Williamsport, Lycoming 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), West Branch Susquehanna River is located in State Water Plan watershed 10-C and 10-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 8.4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.22	XXX	0.72
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	1,750	2,800 Wkly Avg	XXX	25.0	40.0	50
Biochemical Oxygen  Demand (BOD5)  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids	2,100	3,150 Wkly Avg	XXX	30.0	45.0	60
Total Dissolved Solids	Report	Report	XXX	Report	Report Daily Max	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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	Report Wkly Avg	XXX	Report	Report	XXX
(Total Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
(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)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Copper, Total (ug/L)	Report	Report	XXX	Report	Report Daily Max	XXX
Zinc, Total (ug/L)	Report	Report	XXX	Report	Report Daily Max	XXX
Butyl Benzyl Phthalate (ug/L)	0.076	0.12	XXX	1.08	1.69 Daily Max	2.7
N-Nitrosodi-N-Propylamine (ug/L)	0.017	0.027	XXX	0.24	0.38 Daily Max	0.61

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan 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	153,423 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
Total Phosphorus  (Total Load, lbs) (lbs)  Effluent Net	XXX	20,456 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 570-327-3693.

 The EPA Waiver is not in effect.

 PA0033928, Sewage, SIC Code 6515, PA 2018 Town & Country, LLC, 1400 Belleville Street, Richmond, VA 23230-4629. Facility Name: PA 2018 Town & Country, LLC. This existing facility is located in Troy Township, Bradford 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 West Branch Sugar Creek (TSF), is located in State Water Plan watershed 4-C and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.024 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	XXX	XXX	XXX	20.0	XXX	40.0
May 1 - Oct 31	XXX	XXX	XXX	10.0	XXX	20.0
Total Suspended Solids	XXX	XXX	XXX	10.0	XXX	20.0
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Total Nitrogen	XXX	XXX	XXX	Report Daily Max	XXX	XXX
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	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 in effect.

 Northeast Regional Office

 PAS212218, Storm Water, SIC Code 3271, Oldcastle APG Northeast, Inc., 800 Uhler Road, Easton, PA 18040-6617. Facility Name: Oldcastle APG Northeast, Inc.—Easton Facility. This existing facility is located in Forks Township, Northampton 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), Bushkill Creek (HQ-CWF, MF), is located in State Water Plan watershed 1-F and is classified for High Quality—Cold Water and Migratory Fish, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Stormwater Outfalls and Authorized Non-Stormwater Discharges

 • Best Management Practices (BMPs)

 • Routine Inspections

 • Preparedness, Prevention and Contingency (PPC) Plan

 • Stormwater Monitoring 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 in effect.

 PA0044920, Industrial, SIC Code 3625, 3822, Blew Enterprises Inc. (FKA Lehighton Electronics Inc.), 517 North 9th Street, Lehighton, PA 18235. Facility Name: Lehighton Electronics. This existing facility is located in Mahoning Township, Carbon 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), Mahoning Creek (CWF, MF), is located in State Water Plan watershed 2-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .022 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Naphthalene	XXX	XXX	XXX	Report	XXX	Report
1,1-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
cis-1,2-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
trans-1,2-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
Trichloroethylene	XXX	XXX	XXX	0.050	XXX	0.078
Vinyl Chloride	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 101 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	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
Naphthalene	XXX	XXX	XXX	Report	XXX	Report
1,1-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
cis-1,2-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
trans-1,2-Dichloroethylene	XXX	XXX	XXX	Report	XXX	Report
Trichloroethylene	XXX	XXX	XXX	Report	XXX	Report
Vinyl Chloride	XXX	XXX	XXX	Report	XXX	Report

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

 • Necessary property rights; Residuals management; Relation to previous WQM permits; BAT/ELG requirements; Minimum reduction requirement/reporting; Groundwater Cleanup conditions.

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

 The EPA Waiver is in effect.

 

 PA0062197, Industrial, SIC Code 4941, Schuylkill County Municipal Authority, 221 S Centre Street, Pottsville, PA 17901-3506. Facility Name: Schuylkill County Municipal Authority Mt. Laurel WTP. This existing facility is located in New Castle Township, Schuylkill 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), Mud Run (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Lead, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Mercury, Total (ug/L)	Report	Report	XXX	Report	Report	XXX
Zinc, Total (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (ug/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Lead, Total (ug/L)	0.0004	0.0006	XXX	0.60	0.94	1.51
Mercury, Total (ug/L)	0.00006	0.00009	XXX	0.099	0.15	0.25
Zinc, Total (ug/L)	0.019	0.030	XXX	40.0	49.7	79.7

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	Report Annl Avg	Report	XXX	Report Annl Avg	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .072 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
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	0.20	XXX	0.48
Total Suspended Solids	Report	Report	XXX	30.0	60.0	75.0
Aluminum, Total	0.57	0.89	XXX	0.948	1.479	2.370
Copper, Total	Report	Report	XXX	Report	Report	XXX
Iron, Dissolved	Report	Report	XXX	Report	Report	XXX
Iron, Total	Report	Report	XXX	2.000	4.000	5.000
Manganese, Total	Report	Report	XXX	1.000	2.000	2.500
Acrylamide (ug/L)	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall/Internal Monitoring Point 101 are based on a design flow of NA MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Aluminum, Total (ug/L)  Intake	Report	Report	XXX	Report	Report	XXX
Copper, Total (ug/L)  Intake	Report	Report	XXX	Report	Report	XXX
Iron, Dissolved (ug/L)  Intake	Report	Report	XXX	Report	Report	XXX
Lead, Total (ug/L)  Intake	Report	Report	XXX	Report	Report	XXX
Mercury, Total (ug/L)  Intake	Report	Report	XXX	Report	Report	XXX
Zinc, Total (ug/L)  Intake	Report	Report	XXX	Report	Report	XXX

 In addition, the permit contains the following major special conditions: Necessary Property Rights; Residuals Management; Relation to WQM permits; BAT/ELG; Chlorine minimization; Dry stream: WQBELs for Toxic Pollutants (Lead, Mercury, Zinc); WQBELs below Quantitation Limits (Lead and Mercury); Chemical Additives; Basin Cleaning.

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

 The EPA Waiver is in effect.

 PA0026921, Sewage, SIC Code 4952, Greater Hazleton Joint Sewer Authority, P.O. Box 651, Hazleton, PA 18201-0651. Facility Name: Greater Hazleton Joint Sewer Authority Wastewater Treatment Plant. This existing facility is located in West Hazleton Borough, 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(s), Black Creek (CWF/MF), Tributary 28127 to Black Creek (CWF/MF), Unnamed Tributary to Black Creek (CWF/MF), Unnamed Tributary to Hazle Creek (HQ-CWF/MF), Cranberry Creek (CWF/MF) and an Unnamed Tributary to Cranberry Creek (CWF/MF), are located in State Water Plan watersheds 5-D and 2-B and are classified as previously indicated as well as 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 8.9 MGD.

 (From Permit Effective Date to Permit Expiration Date)

	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
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	1,856	2,969	XXX	25.0	40.0	50.0
Total Suspended Solids	2,227	3,340	XXX	30.0	45.0	60.0
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Influent Biochemical Oxygen  Demand (BOD5)	Report	Report	XXX	Report	XXX	XXX
Influent Total Suspended Solids	Report	Report	XXX	Report	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs)	Report Total Monthly	Report Total Annual	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs)	Report Total Monthly	XXX	XXX	XXX	XXX	XXX
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs)	Report Total Monthly	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs)	Report Total Monthly	Report Total Annual	XXX	XXX	XXX	XXX
Net Total Nitrogen  (Total Load, lbs)	Report Total Monthly	216,739 Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus	Report	XXX	XXX	Report	XXX	XXX
(Total Load, lbs)	Report Total Monthly	Report Total Annual	XXX	XXX	XXX	XXX
Net Total Phosphorus  (Total Load, lbs)	Report Total Monthly	27,092 Total Annual	XXX	XXX	XXX	XXX
Aluminum, Total	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Total	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX
Iron, Dissolved	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX
Manganese, Total	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX
Cobalt, Total	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX
Copper, Total	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX
Zinc, Total	Report	XXX	XXX	Report Avg Qrtly	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.9 MGD.

 (From Permit Effective Date to 3 Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Cyanide, Free (µg/L)	Report	XXX	XXX	Report	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	1.6

 The proposed effluent limits for Outfall 001 are based on a design flow of 8.9 MGD.

 (From 3 Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Ammonia-Nitrogen
May 1 - Oct 31	204	XXX	XXX	2.75	XXX	5.5
Nov 1 - Apr 30	612	XXX	XXX	8.25	XXX	16.5
Cyanide, Free (µg/L)	0.60	XXX	XXX	8.1	12.7	20.3
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	XXX	0.29

 The proposed effluent limits for Outfall 101 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

	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

 The proposed effluent limits for Outfall 102 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

	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

 The proposed effluent limits for Outfall 103 are based on a design flow of 0 MGD (stormwater).

 (From Permit Effective Date to Permit Expiration Date)

	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

 The proposed monitoring requirements and effluent limits for implementation of Pennsylvania's Chesapeake Bay Watershed Implementation Plan are as follows for Outfall 001.

	Mass Units (lbs)		Concentrations (mg/L)
Parameters	Monthly	Total Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen  (Total Load, lbs)  Effluent Net	XXX	216,739	XXX	XXX	XXX	XXX
Total Nitrogen  (Total Load, lbs)	Report	Report	XXX	XXX	XXX	XXX
Ammonia-Nitrogen  (Total Load, lbs)	Report	Report	XXX	See Above	XXX	See Above
Total Phosphorus  (Total Load, lbs)	Report	Report	XXX	XXX	XXX	XXX
Effluent Net	XXX	27,092	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

 • Maximizing Treatment at the Existing POTW

 • Combined Sewer Overflows

 • POTW Pretreatment Program Implementation

 • Solids Management

 • Whole Effluent Toxicity (WET)

 • Requirements for Total Residual Chlorine (TRC)

 • Requirements Applicable to Stormwater Outfalls

 • High Flow Management Plan

 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.

 PA0060950, Sewage, SIC Code 8211, Lackawanna Trail School District, P.O. Box 85, 28 Tunnel Hill Road, Factoryville, PA 18419-0085. Facility Name: Lackawanna Trail High School Wastewater Treatment Facility. This existing facility is located in Clinton Township, Wyoming 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 South Branch Tunkhannock Creek (CWF), is located in State Water Plan watershed 4-F 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 0.0138 MGD.

 (From Permit Effective Date to Three Years After Permit Effective Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	Report Inst Min	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0138 MGD.

 (From Three Years After Permit Effective Date to Permit Expiration Date)

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Dissolved Oxygen	XXX	XXX	5.0 Inst Min	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0138 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.36	XXX	0.84
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
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
Ammonia-Nitrogen
Nov 1 - Apr 30	XXX	XXX	XXX	17.46	XXX	34.92
May 1 - Oct 31	XXX	XXX	XXX	5.82	XXX	11.64
E. Coli (No./100 ml)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Nitrate-Nitrite as N	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Kjeldahl Nitrogen	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX
Total Phosphorus	Report Annl Avg	XXX	XXX	Report Annl Avg	XXX	XXX

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

 • Solids Management

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

 The EPA Waiver is in effect.

 Northwest Regional Office

 PA0102288, Industrial, SIC Code 4953, Casella Waste Management of PA, Inc., 25 Green Hills Lane, Rutland, VT 05071-3804. Facility Name: McKean County Landfill. This existing facility is located in Sergeant Township, McKean County.

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

 The receiving streams, the Little Sicily Run (CWF), the Sicily Run (CWF), an Unnamed Tributary to the Sevenmile Run (HQ-CWF), and the Rocky Run (CWF), are located in State Water Plan watershed 17-A and are classified for Cold Water Fishes and High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	37.0 Avg Mo	140.0	140
Total Suspended Solids	XXX	XXX	XXX	27.0 Avg Mo	88.0	88
Oil and Grease	XXX	XXX	XXX	15.0 Avg Mo	XXX	30.0
Ammonia-Nitrogen	XXX	XXX	XXX	4.6 Avg Mo	9.2	11.5
Zinc, Total	XXX	XXX	XXX	0.11	0.20	0.27
Phenol	XXX	XXX	XXX	0.015	0.026	0.037
a-Terpineol	XXX	XXX	XXX	0.016	0.033	0.04
Benzoic Acid	XXX	XXX	XXX	0.071	0.12	0.17
p-Cresol	XXX	XXX	XXX	0.014	0.025	0.035

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	Report	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 004 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 005 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	Report	XXX	Report

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Semi-Annual Average	Maximum	IMAX
pH (S.U.)	XXX	XXX	Report Inst Min	XXX	XXX	Report
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	XXX	Report
Total Suspended Solids	XXX	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	Report	XXX	Report

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

 • Equivalent Treatment Determination

 • Chemical Additives

 • Requirements Applicable to Stormwater Outfalls

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0205559, Sewage, SIC Code 4952, Jonathan Clark & Thomas Loughry d/b/a WJT Enterprises, 4639 Route 119 Highway N, Home, PA 15747-9002. Facility Name: Crystal Waters PCH. This existing facility is located in Rayne Township, Indiana 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 Pine Run (CWF), is located in State Water Plan watershed 17-E 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 0.0029 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	XXX	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	0.5	XXX	1.4
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	25.0	XXX	50.0
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
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
E. Coli (No./100 ml)	XXX	XXX	XXX	XXX	XXX	Report
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	Report
Total Nitrogen	XXX	XXX	XXX	XXX	Report Daily Max	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report Daily Max	XXX

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

 • Solids Management

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0221031, Sewage, SIC Code 4952,8811, Sharon L Priester, 1499 Mercer New Wilmington Road, New Wilmington, PA 16142-2521. Facility Name: Sharon Priester SRSTP. This existing facility is located in East Lackawannock Township, Mercer County.

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

 The receiving stream(s), Unnamed Tributary to Little Neshannock Creek (TSF), is located in State Water Plan watershed 20-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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0239585, Sewage, SIC Code 8800, Lawrence J. Adams, 125 Wallace Road, Portersville, PA 16051-2129. Facility Name: Lawrence J Adams SFTF. This existing facility is located in Muddycreek Township, Butler County.

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

 The receiving stream, an Unnamed Tributary to the Big Run (HQ-CWF), is located in State Water Plan watershed 20-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264148, Sewage, SIC Code 8800, Matthew W. Hoover, 4551 Greenlee Road, McKean, PA 16426-1813. Facility Name: Matthew W. Hoover SRSTP. This existing facility is located in McKean Township, Erie County.

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

 The receiving stream(s), Unnamed Tributary to Lamson Run (CWF, MF), is located in State Water Plan watershed 15-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264261, Sewage, SIC Code 4952, 8800, Robert K. McClain, 1310 Thompson Hill Road, Russell, PA 16345-1916. Facility Name: Robert K. McClain SRSTP. This existing facility is located in Farmington Township, Warren County.

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

 The receiving stream(s), Valentine Run (CWF), is located in State Water Plan watershed 16-B 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264318, Sewage, SIC Code 8800, James Weaver, 17506 State Highway 86, Saegertown, PA 16433-6338. Facility Name: James Weaver SRSTP. This existing facility is located in Woodcock Township, Crawford County.

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

 The receiving stream, an Unnamed Tributary to the Bossard Run (HQ-CWF), is located in State Water Plan watershed 16-A and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264661, Sewage, SIC Code 8800, Vance Fox, 386 Gates Lane, Russell, PA 16345-3903. Facility Name: Vance Fox SRSTP. This existing facility is located in Pine Grove Township, Warren County.

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

 The receiving stream, the Johnny Run (CWF), is located in State Water Plan watershed 16-B 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.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264695, Sewage, SIC Code 4952, 8800, Susan First, 1090 Linn Tyro Road, Hadley, PA 16130-2832. Facility Name: Susan First SFTF. This existing facility is located in Perry Township, Mercer 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 is an Unnamed Tributary to Little Shenango River, located in State Water Plan watershed 20-A and classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0008 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264750, Sewage, SIC Code 4952, 8800, Jamie Fitch, 1470 Brown Hill Road, Youngsville, PA 16371-3310. Facility Name: Jamie Fitch SRSTP. This existing facility is located in Brokenstraw Township, Warren 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 is Indian Camp Run, located in State Water Plan watershed 16-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	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0264814, Sewage, SIC Code 4952, 8800, Chelsey Ricketts, 10851 Sidehill Road, North East, PA 16428-4963. Facility Name: Chelsey Ricketts SRSTP. This existing facility is located in North East Township, Erie 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 is an Unnamed Tributary of Sixteenmile Creek, located in State Water Plan watershed 15-A and classified for Migratory and Warm 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	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0265080, Sewage, SIC Code 4952, 8800, Charlotte & Robert Russo, 6480 Lakeside Drive, Sharpsville, PA 16150-9670. Facility Name: Charlotte & Robert Russo SRSTP. This existing facility is located in South Pymatuning Township, Mercer 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 is an Unnamed Tributary to the Shenango River, located in State Water Plan watershed 20-A and classified for Warm 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	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0273147, Sewage, SIC Code 4952, 8800, Thomas C. Judge, 3029 Egypt Hollow Road, Russell, PA 16345-4521. Facility Name: Thomas C. Judge SRSTP. This existing facility is located in Pine Grove Township, Warren 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 is an unnamed tributary Widdlefield Run, located in State Water Plan watershed 16-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	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report	XXX	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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0289973, Sewage, SIC Code 8800, Miranda Dagres, 14 Nutt Road, Grove City, PA 16127-6032. Facility Name: Miranda Dagres SRSTP. This proposed facility is located in Pine Township, Mercer 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 North Branch Slippery Rock Creek (CWF), is located in State Water Plan watershed 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0289981, Sewage, SIC Code 8800, Bryan L. Smith, 32 Fassinger Lane, Volant, PA 16156-1312. Facility Name: Bryan L Smith SRSTP. This proposed facility is located in Springfield Township, Mercer 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), Neshannock Creek (TSF), is located in State Water Plan watershed 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 .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0290068, Sewage, SIC Code 8800, Ryan Caldwell, 19711 Morris Road, Meadville, PA 16335-9625. Facility Name: Caldwell SRSTP. This proposed facility is located in Woodcock Township, Crawford 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 French Creek (WWF), is located in State Water Plan watershed 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 .4 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 PA0290084, Sewage, SIC Code 8800, Tyler Wilber, 2035 West Washington Street, Bradford, PA 16701. Facility Name: Wilber SRSTP. This proposed facility is located in Bradford Township, McKean 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), Willow Creek (HQ-CWF), is located in State Water Plan watershed and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
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	XXX

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 814-332-6078.

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0086304, Sewage, SIC Code 4952, Earl Township Sewer Authority, Lancaster County, 517 N Railroad Avenue, New Holland, PA 17557-9758. Facility Name: Earl Township STP. This existing facility is located in 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), Mill Creek (WWF, MF), is located in State Water Plan watershed 7-J 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 001 are based on a design flow of 0.65 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Weekly Average	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
CBOD5	103.0	163.0 Wkly Avg	XXX	19.0	30.0	38.0
Total Suspended Solids	163.0	244.0 Wkly Avg	XXX	30.0	45.0	60.0
BOD5  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Total Suspended Solids  Raw Sewage Influent	Report	Report	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)
May 1 - Sep 30	XXX	XXX	XXX	200 Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000 Geo Mean	XXX	10,000
E. Coli (No./100 ml)	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
May 1 - Oct 31	19.0	XXX	XXX	3.5	XXX	7.0
Nov 1 - Apr 30	57.0	XXX	XXX	10.5	XXX	21.0
Total Phosphorus	11.0	XXX	XXX	2.0	XXX	4.0
Ultraviolet light dosage  (mWsec/cm2)	XXX	XXX	Report	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.

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

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

 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.

 Southeast Regional Office

 PA0011266, Industrial, SIC Code 2819, Global Advanced Metals USA, Inc., 1223 County Line Road, Boyertown, PA 19512. Facility Name: Global Advanced Metals USA, Inc. This existing facility is located in Douglass Township, Montgomery 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), Swamp Creek (TSF, MF), is located in State Water Plan watershed 3-E 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 0.1763 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Antimony, Total	Report	Report	XXX	Report	Report	XXX
Arsenic, Total	Report	Report	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1763 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Antimony, Total	0.09	0.14	XXX	0.061	0.0952	0.153
Arsenic, Total	0.16	0.25	XXX	0.109	0.17	0.272

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.1763 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Total Suspended Solids	29.5	59.0	XXX	20	40	50
Total Dissolved Solids	13,631	21,265	XXX	9,270.0	14,463.0	23,175
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	22.0	44.0	XXX	15.0	30.0	30
Nitrate-Nitrite as N	147	184	XXX	100	125	150
Ammonia-Nitrogen	9.99	19.97	XXX	6.8	13.6	17
Total Phosphorus	Report	Report	XXX	Report	Report	XXX
Copper, Total	0.122	0.191	XXX	0.083	0.130	0.208
Fluoride, Total	36.08	64.35	XXX	24.54	43.78	61.35
Lead, Total	0.051	0.078	XXX	0.035	0.054	0.088
Molybdenum, Total	0.270	0.610	XXX	0.183	0.415	0.458
Nickel, Total	0.147	0.230	XXX	0.100	0.156	0.25
Sulfate, Total	5881	9175	XXX	4000	6240	10000
Thallium, Total	0.003	0.005	XXX	0.002	0.003	0.005
Zinc, Total	1.03	1.607	XXX	0.701	1.093	1.75
Chloride	10,824	16,888	XXX	7,362.0	11,486.0	18,405

 The proposed effluent limits for Outfall 002 are based on a design flow of .0712 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Copper, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Molybdenum, Total	XXX	XXX	XXX	XXX	Report	XXX
Nickel, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .0712 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Temperature (deg F) (°F)	XXX	XXX	XXX	XXX	XXX	110
Total Suspended Solids	Report	Report	XXX	20	40	50
Total Dissolved Solids	890	1,366	XXX	1,500.0	2,300.0	3,750
Osmotic Pressure (mOs/kg)	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	Report	Report	XXX	15	30	30
Nitrate-Nitrite as N	Report	Report	XXX	Report	Report	XXX
Ammonia-Nitrogen	Report	Report	XXX	4.0	8.0	10
Fluoride, Total	Report	Report	XXX	20	31	50
Sulfate, Total	Report	Report	XXX	100	156	250
Chloride	Report	Report	XXX	875.0	1,365.0	2,188

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

 • Dry stream discharge condition

 • Development of an O&M plan

 • Non-stormwater discharge

 • Basis for Nitrate-Nitrite limit

 • Justification for TDS limit

 • Stormwater discharge from lift pump station

 • Schedule of compliance

 • WQBEL for toxic pollutants

 • Chemical additives

 • Requirements applicable to stormwater outfalls

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

 The EPA Waiver is in effect.

 PA0011282, Industrial, SIC Code 4941, Aqua Pennsylvania, Inc., 762 W Lancaster Avenue, Bryn Mawr, PA 19010-3402. Facility Name: Crum Creek Water Treatment Plant. This existing facility is located in Springfield Township, 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), Crum Creek (WWF), is located in State Water Plan watershed 3-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Aluminum, Total	XXX	XXX	XXX	1.24	2.48	3.1
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Manganese, Total	XXX	XXX	XXX	1.0	2.0	2.5
Chlorodibromomethane	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	XXX	Report	XXX
Chloroform	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .555 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Total Dissolved Solids	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of .555 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Total Suspended Solids	XXX	XXX	XXX	30	60	75
Aluminum, Total	XXX	XXX	XXX	4.0	8.0	10
Iron, Total	XXX	XXX	XXX	2.0	4.0	5
Manganese, Total	XXX	XXX	XXX	2.0	4.0	5
Acrylamide	XXX	XXX	XXX	XXX	Report	XXX
Chlorodibromomethane	XXX	XXX	XXX	XXX	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	XXX	Report	XXX
Chloroform	XXX	XXX	XXX	XXX	Report	XXX

 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	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, 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	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	1.2
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 013 are based on a design flow of .094 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	IMAX
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0

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

 • Limited dilution

 • Discharge to Crum Creek

 • Discharge from residual lagoons

 • Sampling for Acrylamide

 • Chemical additives

 • Sedimentation basin cleaning condition

 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.

 PA0058378, Sewage, SIC Code 4952, Upper Uwchlan Township Municipal Authority, 140 Pottstown Pike, Chester Springs, PA 19425-9516. Facility Name: St Andrews Brae STP. This existing facility is located in Upper Uwchlan 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), Black Horse Creek (HQ-TSF, MF), 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 a design flow of .0036 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	IMAX
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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.2
Carbonaceous Biochemical  Oxygen Demand (CBOD5)
Nov 1 - Apr 30	0.60	0.90	XXX	20	30	40
May 1 - Oct 31	0.30	0.45	XXX	10	15	20
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	0.30	0.45	XXX	10	15	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
Total Nitrogen	0.9	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	0.14	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	0.05	XXX	XXX	1.5	XXX	3
Total Phosphorus
Nov 1 - Mar 31	0.06	XXX	XXX	2.0	XXX	4
Apr 1 - Oct 31	0.03	XXX	XXX	1.0	XXX	2

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

 A. No Stormwater

 B. Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Optimization

 E. Operator Notification

 F. Fecal Coliform Reporting

 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.

 Southwest Regional Office

 PA0006335, Industrial, SIC Code 3317, IPSCO Koppel Tubulars, LLC, P.O. Box 410, Ambridge, PA 15003-0410. Facility Name: IPSCO Koppel Tubulars LLC Ambridge Plant. This existing facility is located in Ambridge Borough, Beaver 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), Ohio River (WWF) and Unnamed Tributary to Ohio River (WWF), is located in State Water Plan watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a Stormwater flow of 0 MGD.—Limits.

 Note: Stormwater sampling at Outfall 001 is prior to commingling with effluent from IMP 101.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Total Suspended Solids	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 002 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	7.0	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 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	Daily Maximum	Instant. Minimum	Average Quarterly	Daily Maximum	IMAX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	7.0	XXX
Lead, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.203 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	1.0	XXX
Total Suspended Solids	186.48	539.92	XXX	15.0	40.0	XXX
Oil and Grease	XXX	134.98	XXX	XXX	10	XXX

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

 • Chemical Additives Requirements

 • Requirements for Stormwater Outfalls

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

 The EPA Waiver is not in effect.

 PA0041378, Industrial, SIC Code 3316, Prime Metals Acquisition, LLC, 101 Innovation Drive, Homer City, PA 15748-7433. Facility Name: Prime Metals & Alloys/Homer City Plant. This existing facility is located in Center Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated sewage and new discharges of non-contact cooling water and stormwater. This is a revision to draft limits published on July 31, 2021.

 The receiving streams, Unnamed Tributary to Two Lick Creek (CWF) and Two Lick Creek (TSF), are located in State Water Plan watershed 18-D and are classified for Cold Water Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharges are not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.018 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Aluminum, Total	XXX	XXX	XXX	0.75 Avg Qrtly	0.75	XXX
Iron, Total	XXX	XXX	XXX	1.5 Avg Qrtly	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0 Avg Qrtly	2.0	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.00144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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
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
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 003 are based on a design flow of 0.00144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total (Interim)	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total (Final)	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Total (Interim)	XXX	XXX	XXX	Report	Report	XXX
Iron, Total (Final)	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total (Interim)	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total (Final)	XXX	XXX	XXX	1.0	2.0	XXX

 The proposed effluent limits for Outfalls 010 and 011 are for stormwater discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
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
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
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 012 are for stormwater discharges.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	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
Manganese, Total	XXX	XXX	XXX	XXX	Report	XXX
Zinc, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.005 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	0.005	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine (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	XXX	XXX	XXX	30.0	XXX	60.0
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
Total Nitrogen	XXX	XXX	XXX	XXX	XXX	Report
Total Phosphorus	XXX	XXX	XXX	XXX	XXX	Report

 The proposed effluent limits for Internal Monitoring Point 301 are based on a design flow of 0.013 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 The proposed effluent limits for Internal Monitoring Point 402 are based on a design flow of 0.00144 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Instant. Minimum	Average Quarterly	Daily Maximum	IMAX
Flow (MGD)	Report Avg Qrtly	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0

 In addition, the permit contains the following major special conditions: a schedule of compliance for TMDL effluent limits for aluminum, iron, and manganese at Outfall 003; chemical additive requirements; requirements for stormwater discharges; and requirements for chlorine minimization and sludge disposal. The schedule of compliance for TRC limits at Outfall 003 and the free available chlorine and TRC limits at Internal Monitoring Point 301 and Outfall 003 are removed from the permit. Temperature limits are removed from Outfall 003.

 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.

 PA0096474, Storm Water, SIC Code 4226, Buckeye Terminal, LLC, 3200 University Boulevard, Coraopolis, PA 15108-2531. Facility Name: Buckeye Terminals LLC Coraopolis/Pittsburgh Terminal. This existing facility is located in Coraopolis Borough, Allegheny 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), Ohio River (WWF), is located in State Water Plan watershed 20-G and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Instant. Minimum	Semi-Annual Average	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Ethylbenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Toluene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Xylenes, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Instant. Minimum	Semi-Annual Average	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Ethylbenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Toluene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Xylenes, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Semi-Annual Average	Daily Maximum	Instant. Minimum	Semi-Annual Average	Daily Maximum	IMAX
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Iron, Dissolved	XXX	XXX	XXX	Report	XXX	7.0
Ethylbenzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Benzene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Toluene (ug/L)	XXX	XXX	XXX	Report	Report	XXX
Xylenes, Total (ug/L)	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 102 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	XXX	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	0.02	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	30.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	15.0	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Benzene	XXX	XXX	XXX	XXX	0.0025	XXX
BTEX, Total	XXX	XXX	XXX	XXX	0.25	XXX
Total Volume (MGD)	XXX	Report	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 201 are based on a design flow of 0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	IMAX
Flow (GPM)	XXX	Report	XXX	XXX	XXX	XXX
Duration of Discharge (hours)	XXX	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	XXX	0.02	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	30.0	XXX
Oil and Grease	XXX	XXX	XXX	XXX	15.0	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	7.0	XXX
Benzene	XXX	XXX	XXX	XXX	0.0025	XXX
BTEX, Total	XXX	XXX	XXX	XXX	0.25	XXX
Total Volume (MGD)	XXX	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 412-442-4000.

 The EPA Waiver is in effect.

 PA0254282, Sewage, SIC Code, Michael T Taylor, 263 Moscow Road, Amity, PA 15311-1234. Facility Name: Taylor SRSTP. This existing facility is located in Amwell Township, Washington County.

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

 The receiving stream(s), Tenmile Creek (TSF), is located in State Water Plan watershed 19-B 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.—Limits.

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

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

 • AMR submission requirement

 • Septic tank pumping requirements in every 3 years

 • Chlorine optimization

 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.

 PA0255041, Sewage, SIC Code 8811, William Kibler, P.O. Box 96, Hastings, PA 16646-0096. Facility Name: Kibler SRSTP. This existing facility is located in Elder Township, Cambria County.

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

 The receiving stream(s), Unnamed Tributary of Brubaker Run (CWF, MF), is located in State Water Plan watershed 8-B and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .0004 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	IMAX
Flow (MGD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Carbonaceous Biochemical  Oxygen Demand (CBOD5)	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	XXX

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

 The EPA Waiver is in effect.

---

III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.

---

Application Number	Application Type	Applicant Name & Address	Municipality, County	Office
PAD510214	New	Philadelphia Water Department 1101 Market Street 2nd Floor Philadelphia, PA 19107	City of Philadelphia Philadelphia County	SERO
PAD480013	Renewal	J. G. Petrucci Company, Inc. 171 State Route 173 Ste. 201 Asbury, NJ 08802	Hanover Township Northampton County	NERO
PAD390215	New	Constructive Contracting & Solutions, LLC 1030 Barnsdale Rd. Allentown, PA 18103	Salisbury Township Lehigh County	NERO
PAD210079	New	Salem Development Associates, LLC 700 Ayers Avenue Lemoyne, PA 17043-1710	Hampden Township Cumberland County	SCRO
PAD380018	New	Exel Inc., d/b/a DHL Supply Chain (USA) 360 Westar Boulevard Westerville, OH 43082-7627	South Annville Township Lebanon County	SCRO
PAD240012	New	Glenn O Hawbaker, Inc. 1952 Waddle Road State College, PA 16803	Jones Township Elk County	NWRO
PAD250014	Renewal	ITC Lake Erie Connector, LLC 27175 Energy Way Novi, MI 48377	Conneaut Township Girard Township Springfield Township Erie County	NWRO
PAD330008	New	Loves Travel Stops & Country Stores, Inc. 10601 N Pennsylvania Avenue Oklahoma City, OK 73120	Pine Creek Township Jefferson County	NWRO

[Continued on next Web Page]

---

No part of the information on this site may be reproduced for profit or sold for profit.

This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.

---