DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

---

APPLICATIONS

---

[48 Pa.B. 2391]
[Saturday, April 28, 2018]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

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

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

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

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

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

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

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

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

---

I. NPDES Renewal Applications.

---

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0051811 (Industrial)	LCA WLSA Central Water System Green Hills PO Box 3348 Allentown, PA 18106-0348	Lehigh County South Whitehall Township	Unnamed Tributary to Jordan Creek (2-C)	Yes
PA0012203 (Industrial)	Allen Organ Company, LLC 150 Locust Street Macungie, PA 18062-1165	Lehigh County Macungie Borough	Swabia Creek (2-C)	Yes
PA0014681 (Industrial)	Nestle Purina Petcare Plant 2050 Pope Road Allentown, PA 18104-9308	Lehigh County South Whitehall Township	Jordan Creek and Unnamed Tributary to Jordan Creek (2-C)	Yes

---

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0114057 (Sewage)	White Deer Run WWTP P.O. Box 97 Allenwood, PA 17810-0097	Union County Gregg Township	White Deer Hole Creek (10-C)	Yes
PA0112488 (Sewage)	Bear Gap STP 206 S. Market Street Suite 1 Elysburg, PA 17824-9782	Northumberland County Ralpho Township	Millers Run (6-B)	Yes

---

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

NPDES No. (Type)	Facility Name & Address	County & Municipality	Stream Name (Watershed No.)	EPA Waived Y/N?
PA0219312 (Industrial)	Brinkerton Treatment Facility 106 Ferrell Avenue Suite 5 Kingsport, TN 37633	Westmoreland County Mount Pleasant Township	Sewickley Creek (19-D)	No

---

II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

---

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

 PA0026603, Sewage, SIC Code 4952, Ambler Borough Montgomery County, 131 Rosemary Avenue, Ambler, PA 19002-4476. Facility Name: Ambler WWTP. This existing facility is located in Ambler Borough, Montgomery County.

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

 The receiving stream(s), Wissahickon Creek, is located in State Water Plan watershed 3-F and is classified for Migratory Fishes and Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 6.5 MGD are as follows:

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	7.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.1	XXX	0.3
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	1,084	1,626	XXX	20	30 Wkly Avg	40
May 1 - Oct 31	542	813	XXX	10	15 Wkly Avg	20
Biochemical Oxygen Demand  (BOD5)
Raw Sewage Influent	Report	XXX	XXX	Report	XXX	XXX
Total Suspended Solids	1,626	2,439	XXX	30	45 Wkly Avg	60
Raw Sewage Influent	XXX	XXX	XXX	Report	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Nitrate-Nitrite as N	Report	XXX	XXX	Report	XXX	XXX
Nitrogen, Total				Report	Report
Ammonia-Nitrogen
Nov 1 - Apr 30	244	XXX	XXX	4.5	XXX	9
May 1 - Oct 31	81	XXX	XXX	1.5	XXX	3
Orthophosphate
Nov 1 - Mar 31	216.8	XXX	XXX	4.0	XXX	8
Apr 1 - Oct 31	54.2	XXX	XXX	1.0	XXX	2
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	Report	Report	XXX
Hardness, Total (as CaCO3)	XXX	XXX	XXX	Report	Report	XXX
Total Dissolved Solids	XXX	XXX	XXX	1,000.0  Avg Qrtly	XXX	2,500
Sulfate				Report	Report
Chloride				Report	Report
Bromide				Report	Report
1,4 Dioxane				Report Average Qtrly.
Toxicity, Chronic—Ceriodaphnia
Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Reproduction (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Toxicity, Chronic—Pimephales
Survival (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX
Growth (TUc)	XXX	XXX	XXX	Report Daily Max	XXX	XXX

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	XXX	XXX	XXX	XXX	Report	XXX
Chemical Oxygen Demand (COD)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	XXX	Report	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	XXX	Report	XXX

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

 Special Conditions:

 I. Other Requirements:

 a. No Storm Water to Sanitary Sewers

 b. Acquire necessary Property Rights

 c. Proper Sludge Disposal

 d. Optimize use of Chlorine

 e. Notification of Responsible Operator

 f. Operation and Maintenance Plan

 g. High Flow Management Plan

 h. Seasonal Fecal Limit DRBC requirements

 i. Site specific WER Study for Copper at next renewal

 II. Pretreatment Requirements

 III. Solids Management

 IV. Whole Effluent Toxicity Test

 V. Requirements Applicable to Storm Water Outfalls

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

 The EPA Waiver is not in effect.

 PA0054917, Sewage, SIC Code 4952, Uwchlan Township Municipal Authority Chester County, 715 N Ship Road, Exton, PA 19341-1940. Facility Name: Uwchlan Township Eagleview STP. This existing facility is located in 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), Shamona Creek, is located in State Water Plan watershed 3-H and is classified for Mi and High Quality Waters—Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.475 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	6.0 Inst Min	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	46.8	70.0	XXX	12.0	18.0	24
May 1 - Oct 31	23.4	35.0	XXX	6.0	9.0	12
Total Suspended Solids	79.2	118.8	XXX	20.0	30.0	40
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ultraviolet light intensity (µw/cm2)	XXX	XXX	Report	Report	XXX	XXX
Total Nitrogen	198.0	XXX	XXX	50.0	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	9.3	XXX	XXX	2.4	XXX	4.8
May 1 - Oct 31	3.1	XXX	XXX	0.8	XXX	1.6
Total Phosphorus
Nov 1 - Mar 31	6.2	XXX	XXX	1.6	XXX	3.2
Apr 1 - Oct 31	3.1	XXX	XXX	0.8	XXX	1.6

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Sludge Disposal Requirement

 D. Small Stream

 E. Notification of Designation of Operator

 F. Seasonal Fecal Coliform Effluent Limitations

 G. Remedial Measures if Unsatisfactory Effluent

 H. Imax Requirements

 I. UV Disinfection Reopener if Alternate Installed

 J. Change of Ownership

 K. Certified Operator

 L. Fecal Coliform I-max 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 in effect.

---

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

 PA0247618, Sewage, SIC Code 4952, East Salem Sewer Authority, 7530 Route 235, Thompsontown, PA 17094-8739. Facility Name: East Salem WWTP. This existing facility is located in Delaware Township, Juniata 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), Delaware Creek, is located in State Water Plan watershed 12-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 0.02 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	4.0	6.5	XXX	25.0	40.0	50
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	5.0	7.5	XXX	30.0	45.0	60
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	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
Ultraviolet light intensity  (mW/cm2)	XXX	XXX	Report	XXX	XXX	XXX
Ammonia-Nitrogen
Nov 1 - Apr 30	Report	XXX	XXX	Report	XXX	XXX
May 1 - Oct 31	2.0	XXX	XXX	11.0	XXX	23

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

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

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

 • Chesapeake Bay nutrients monitoring, notification of designation of responsible operator, solids management for non-lagoon system, and hauled-in waste restriction.

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

 The EPA Waiver is in effect.

 PA0082759, Sewage, SIC Code 4952, Hopewell Township Huntingdon County, 1115 Dorman Road, James Creek, PA 16657-9512. Facility Name: Shy Beaver Lakeview Estates. This existing facility is located in Hopewell Township, Huntingdon County.

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

 The receiving stream(s), Unnamed Tributary to Shy Beaver Creek, is located in State Water Plan watershed 11-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0063 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	5.0 Daily Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	0.5	0.7	XXX	10.0	15.0	20
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	0.5	0.7	XXX	10.0	15.0	20
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	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
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus	0.11	XXX	XXX	2.0	XXX	4

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

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

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

 • Chesapeake Bay nutrients monitoring, notification of designation of responsible operator, solids management for non-lagoon system, hauled-in waste restriction, and Chlorine minimization.

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

 The EPA Waiver is in effect.

 PA0266141, Storm Water, SIC Code 5015, Walters Auto Wrecking, 403 Walters Lane, Hollidaysburg, PA 16648-9537. Facility Name: Walters Auto Wrecking Facility. This facility is located in Blair Township, Blair County.

 Description of Activity: The application is for a new NPDES permit for an existing discharge of Stormwater Associated with Industrial Activity (and will replace existing coverage under the PAG-03 General Permit, NPDES Permit No. PAR603583).

 The receiving stream(s), Halter Creek, is located in State Water Plan watershed 11-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001.

	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
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX
Lead, Total	XXX	XXX	XXX	XXX	Report	XXX

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

 • Part C. I. Stormwater outfalls and authorized non-stormwater discharges (standard)

 • Part C. II. Best Management Practices (BMPs)

 A. Pollution Prevention and Exposure Minimization (standard)

 B. Good Housekeeping (standard)

 C. Erosion and Sedimentation Controls (standard)

 D. Spill Prevention and Responses (standard)

 E. Sector—Specific BMPs (see PAG-03 NPDES General Permit Appendix O)

 • Part C III. Routine Inspections (standard)

 • Part C IV. Preparedness, Prevention and Contingency (PPC) plan (standard)

 • Part C V. Stormwater Monitoring Requirements (standard)

 • Part C VI. Other Requirements (standard)

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

 The EPA Waiver is in effect.

 Application No. PA0266728, Concentrated Animal Feeding Operation (CAFO), Springbrook Farm LLC (Springbrook Farm), 13233 Greenwood Road, Huntingdon, PA 16652.

 Springbrook Farm LLC has submitted an application for an Individual NPDES permit for a new CAFO known as Springbrook Farm, located in Jackson Township, Huntingdon County.

 The CAFO is situated near Unnamed Tributary to Standing Stone Creek in Watershed 11-B, which is classified for High Quality—Cold Water and Migratory Fish. The CAFO will be designed to maintain an animal population of approximately 682.9 animal equivalent units (AEUs) consisting of 4,800 Swine (Grow—Finish). Manure will be stored in an underbarn manure storage facility. Prior to operation of the manure storage facilities, the design engineer will be required to submit certification that the facilities were constructed in accordance with appropriate PA Technical Guide Standards. A release or discharge to waters of the Commonwealth under normal operating conditions is not expected. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.

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

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

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

 NPDES Permit No. PAG124833, CAFO, Hillcrest Swine Farm, 121 Paradise Lane, Lewisburg, PA 17837-7848.

 This existing facility is located in Buffalo Township, Union County.

 Description of size and scope of existing operation/activity: Swine (Wean—Finish, Nursery), Sheep, Horse, Ponies, Poultry (Layers), Beef (Finishing): 873.4 AEUs.

 The receiving stream, Unnamed Tributary to Beaver Run, is in watershed 10-C and classified for: Cold Water Fishes and Migratory Fishes.

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

---

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

 PA0254533, Storm Water, SIC Code 4151, Petermann Northeast, LLC, 2601 Navistar Drive, Lisle, IL 60532-3661. Facility Name: Petermann Northeast West Greene Facility. This proposed facility is located in Center Township, Greene County.

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

 The receiving stream(s), South Fork Tenmile Creek, is located in State Water Plan watershed 19-B and is classified for High Quality Waters—Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are not based on a design flow.—Limits.

	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

 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

 • Other Requirements

 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.

 PA0232980, Sewage, SIC Code 4952, Harvey N. Bailey, 6601 Chestnut Grove Highway, Luthersburg, PA 15848. Facility Name: Harvey N. Bailey SRSTP. This proposed facility is located in Bloom Township, Clearfield 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), Little Anderson Creek, 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 0.0006 MGD.

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

 PA0234079, Sewage, SIC Code 4952, Tiadaghton Valley Municipal Authority, PO Box 5039, Jersey Shore, PA 17740-5039. Facility Name: Tiadaghton Valley Municipal Authority WWTP. This existing facility is located in Nippenose Township, 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-A and is classified for WWF-MF, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed quarterly effluent limits for Outfall 001 are based on a design flow of 1.05 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.05 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Daily Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Daily Max	XXX
Dissolved Oxygen	XXX	XXX	Report	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	218	350	XXX	25	40	50
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	262	394	XXX	30	45	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000   Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net Annual Load	19,178	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net Annual Load	2,557 Annual Load	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ultraviolet light dosage  (mjoules/cm2)	XXX	XXX	Report	XXX	XXX	XXX

---

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

 PA0026026, Sewage, New Brighton Borough Sanitary Authority Beaver County, 610 3rd Avenue, New Brighton, PA 15066-1851. Facility Name: New Brighton Borough Sanitary Authority WWTP. This existing facility is located in New Brighton Borough, Beaver 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), Beaver River, is located in State Water Plan watershed 20-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 2 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Inst Min	XXX	XXX	9.0
Dissolved Oxygen	XXX	XXX	4.0 Inst Min	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	417	626	XXX	25.0	37.5	50
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	501	751	XXX	30.0	45.0	60
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	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
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report Avg Qrtly	XXX	XXX

 Sludge use and disposal description and location(s): Sludge is anaerobically digested and dewatered and then hauled for landfill disposal.

 The EPA Waiver is not in effect.

 PA0028711, Sewage, SIC Code 4952, Peters Township Sanitary Authority, 111 Bell Drive, McMurray, PA 15317-3415. Facility Name: Brush Run STP. This existing facility is located in Peters Township, Washington 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), Brush Creek, is located in State Water Plan watershed 20-F and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Phosphorus	Report	XXX	XXX	Report	XXX	Report
Dichlorobromomethane	Report	XXX	XXX	Report	Report	XXX
Chloroform	Report	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Total Phosphorus	33.2	XXX	XXX	2.0	XXX	4.0
Dichlorobromomethane	0.016	XXX	XXX	0.001	0.002	XXX
Chloroform	0.183	XXX	XXX	0.011	0.017	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 2.0 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	5.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.05	XXX	0.16
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
Nov 1 - Apr 30	417.0	625.5	XXX	25.0	37.5	50
May 1 - Oct 31	333.6	500.4	XXX	20.0	30.0	40
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	500.4	750.6	XXX	30.0	45.0	60
Fecal Coliform (No./100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200    Geo Mean	XXX	1,000
Total Nitrogen	Report	XXX	XXX	Report	XXX	Report
Ammonia-Nitrogen
Nov 1 - Apr 30	75.1	XXX	XXX	4.5	XXX	9.0
May 1 - Oct 31	33.4	XXX	XXX	2.0	XXX	4.0
Bromide	Report	XXX	XXX	Report	Report Daily Max	XXX

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

 The EPA Waiver is not in effect.

 PA0255408, Sewage, SIC Code, Mr. Sean W Hile, 419 Patsy Drive, Gibsonia, PA 15044-8939. Facility Name: Hile SRSTP. This proposed facility is located in Pine Township, Allegheny County.

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

 The receiving stream(s), Unnamed Tributary of Montour Run, is located in State Water Plan watershed 18-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

 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	Instant. Maximum
Flow (MGD)	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	200.0	XXX	1,000.0

 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.

 PA0253812, Sewage, SIC Code 9999, Glendale Valley Municipal Authority, 1800 Beaver Valley Road, Flinton, PA 16640-9000. Facility Name: Glendale Valley STP. This existing facility is located in White Township, Cambria 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), Clearfield Creek, is located in State Water Plan watershed 8-C and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Weekly Average	Minimum	Average Monthly	Weekly Average	Instant. Maximum
Flow (MGD)	Report	Report Daily Max	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0 Max	XXX
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	93.9	140.8	XXX	25	37.5	50
Biochemical Oxygen Demand  (BOD5) Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids
Raw Sewage Influent	Report	Report Daily Max	XXX	Report	XXX	XXX
Total Suspended Solids	112.7	169.0	XXX	30	45	60
Fecal Coliform (CFU/100 ml)
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Ultraviolet light transmittance (%)	XXX	XXX	Report	XXX	XXX	XXX
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	XXX	XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Ammonia-Nitrogen	Report	XXX	XXX	Report	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Kjeldahl Nitrogen	XXX	XXX	XXX	Report	XXX	XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus	XXX	XXX	XXX	Report	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)
Effluent Net	Report Total Mo	XXX	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	Report Total Mo	XXX	XXX	XXX	XXX	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.45 MGD.—Limits.

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

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

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Monthly	Annual	Monthly	Monthly Average	Maximum	Instant. Maximum
Total Nitrogen (Total Load, lbs)  (lbs)
Effluent Net	XXX	7,808 Total Annual	XXX	XXX	XXX	XXX
Total Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Total Phosphorus (Total Load, lbs)  (lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Effluent Net	XXX	1,041 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 412-442-4000.

 The EPA Waiver is not in effect.

 PA0002062, Industrial, SIC Code 4911, GenOn Northeast Management Co., 313 Keystone Lane, Shelocta, PA 15774-2305. Facility Name: Keystone Generating Station. This existing facility is located in Plumcreek Township, Armstrong County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for existing discharges of treated industrial wastes, treated sewage, groundwater, and treated and untreated storm water.

 The receiving stream(s), unnamed tributary to Plum Creek, unnamed tributary to Crooked Creek, Plum Creek, Crooked Creek, and the Allegheny River, are located in State Water Plan watershed 17-E and is classified for Warm Water Fishes, 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 0.32 MGD. These limits also apply to Internal Monitoring Points 101 and 201.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Temperature (°F)	XXX	XXX	XXX	XXX	110	XXX
Biochemical Oxygen Demand  (BOD5)	XXX	XXX	XXX	25.0	50.0	XXX
Total Suspended Solids	XXX	XXX	XXX	10.0	20.0	XXX
Total Dissolved Solids	XXX	XXX	XXX	Report	Report	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	30
Nitrate-Nitrite as N	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Beryllium, Total	XXX	XXX	XXX	0.8	1.6	XXX
Boron, Total	XXX	XXX	XXX	Report	Report	XXX
Cadmium, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium III, Total	XXX	XXX	XXX	Report	Report	XXX
Copper, Total	XXX	XXX	XXX	0.1	0.2	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Lead, Total	XXX	XXX	XXX	0.1	0.2	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Mercury, Total	XXX	XXX	XXX	0.004	0.008	XXX
Nickel, Total	XXX	XXX	XXX	Report	Report	XXX
Selenium, Total	XXX	XXX	XXX	3.4	6.8	XXX
Selenium, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Silver, Total	XXX	XXX	XXX	0.1	0.2	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX
Chloride	XXX	XXX	XXX	Report	Report	XXX
Bromide	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.05 MGD.

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

 The proposed effluent limits for Internal Monitoring Point 103 are based on a design flow of 0.059 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
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 203 are for emergency overflows.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX

 The proposed effluent limits for Internal Monitoring Point 303 are based on a design flow of 0.013 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	0.4	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Dissolved Oxygen	XXX	XXX	4.0	XXX	XXX	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	2.4	XXX	4.2
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)
May 1 - Sep 30	XXX	XXX	XXX	200   Geo Mean	XXX	1,000
Oct 1 - Apr 30	XXX	XXX	XXX	2,000    Geo Mean	XXX	10,000
Total Nitrogen	XXX	XXX	XXX	XXX	Report	XXX
Total Phosphorus	XXX	XXX	XXX	XXX	Report	XXX
Chlorodibromomethane	XXX	XXX	XXX	Report	Report	XXX
Dichlorobromomethane	XXX	XXX	XXX	Report	Report	XXX
Chloroform	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 403 are based on a design flow of 1.2 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	77.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX

 The proposed effluent limits for Internal Monitoring Point 503 are based on a design flow of 5.0 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX

 The proposed effluent limits for Internal Monitoring Point 603 are based on a design flow of 0.057 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
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 703 are based on a design flow of 0.035 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	60.0	XXX
Iron, Total	XXX	XXX	XXX	3.0	6.0	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 803 are based on a design flow of 0.2 MGD.

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

 The proposed effluent limits for Internal Monitoring Point 903 are for variable storm water discharges.

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

 The proposed effluent limits for Outfall 003 are based on a design flow of 7.96 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.18	XXX	0.33
Heat Rejection Rate (MBTUs/day)
Jan 1 - Jun 30	XXX	1,400	XXX	XXX	XXX	XXX
Jul 1 - Dec 31	XXX	700	XXX	XXX	XXX	XXX
Total Suspended Solids	XXX	XXX	XXX	30	100	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15	20	30
Antimony, Total (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	12.4	19.4	31
Mercury, Total (µg/L)	XXX	XXX	XXX	0.098	0.2	XXX
Selenium, Total (µg/L)
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	11.1	17.3	27.8
Thallium, Total (µg/L)
(Interim)	XXX	XXX	XXX	3.0	6.0	XXX
(Final)	XXX	XXX	XXX	0.532	0.831	1.33

 The proposed effluent limits for Outfall 004 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	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
Sulfate, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 106 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	30
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Internal Monitoring Point 206 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	30
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Zinc, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 006 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	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
Iron, 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 107 are based on a design flow of 0.025 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Daily Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Qrtly	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	35.0	XXX	70.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Qrtly	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	3.5	XXX	7.0
Manganese, Total	XXX	XXX	XXX	2.0	XXX	4.0
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 0.030 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Quarterly	Daily Maximum	Daily Minimum	Average Quarterly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	Report	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 008 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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 009 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Aluminum, Total	XXX	XXX	XXX	XXX	Report	XXX
Chromium, 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 010 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	100.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	3.5	XXX	7.0
Manganese, Total	XXX	XXX	XXX	2.0	XXX	4.0
Nickel, Total	XXX	XXX	XXX	Report	XXX	Report
Zinc, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 011 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	100.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	3.5	XXX	7.0
Manganese, Total	XXX	XXX	XXX	2.0	XXX	4.0
Nickel, Total	XXX	XXX	XXX	Report	XXX	Report
Zinc, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 012 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	100.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Aluminum, Total	XXX	XXX	XXX	Report	XXX	Report
Iron, Total	XXX	XXX	XXX	3.5	XXX	7.0
Manganese, Total	XXX	XXX	XXX	2.0	XXX	4.0
Nickel, Total	XXX	XXX	XXX	Report	XXX	Report
Zinc, Total	XXX	XXX	XXX	Report	XXX	Report

 The proposed effluent limits for Outfall 013 are based on a design flow of 0.0033 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Barium, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 014 are based on a design flow of 0.1263 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Arsenic, Total	XXX	XXX	XXX	Report	Report	XXX
Barium, Total	XXX	XXX	XXX	Report	Report	XXX
Chromium, Hexavalent
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	0.011	0.017	0.028
Iron, Total
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.53	2.39	3.83
Manganese, Total
(Interim)	XXX	XXX	XXX	Report	Report	XXX
(Final)	XXX	XXX	XXX	1.02	1.59	2.55
Sulfate, Total	XXX	XXX	XXX	Report	Report	XXX

 The proposed effluent limits for Outfall 015 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Annual Average	Daily Maximum	Instant. Maximum
Flow (MGD)	XXX	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	Report	Report	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	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 021 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 022 are for variable storm water discharges.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Daily Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Flow (Total Volume, Mgal)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	9.0	XXX
Total Suspended Solids	XXX	XXX	XXX	30.0	XXX	60.0
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Mo	XXX	XXX	XXX	XXX
Total Suspended Solids (Total Load,  lbs)	XXX	Report Total Annual	XXX	XXX	XXX	XXX
Oil and Grease	XXX	XXX	XXX	15.0	XXX	30.0
Nitrate-Nitrite as N	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 111 are for site-wide discharges and reporting.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Total Monthly	Daily Minimum	Average Monthly	Maximum	Instant. Maximum
Total Suspended Solids (Total Load,  lbs)
Special Effluent Gross	XXX	6,809,591 Total Annual	XXX	XXX	XXX	XXX
Total Precipitation (In)
Special Effluent Gross	XXX	Report	XXX	XXX	XXX	XXX
Total Precipitation (In)
Special Effluent Gross	XXX	Report Total Annual	XXX	XXX	XXX	XXX

 The permittee is authorized to discharge non-polluting storm water alone or in combination with other wastewaters through the following outfalls: Outfalls 005, 006, 007, 016, 017, 020, 023, 024, 025, 026, 027, and 028.

 In addition, the permit contains the following major special conditions: a Toxics Reduction Evaluation for new water quality limits at Outfalls 003 and 014; compliance reporting requirements for water quality limits below quantitation limits; requirements for chemical additives; heat rejection rate calculation requirements; requirements applicable to storm water; requirements for TMDL implementation; and requirements pertaining to the facility's Cooling Water Intake Structure pursuant to Section 316(b) of the Clean Water Act including interim Best Technology Available.

 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.

 PA0098612, Industrial, SIC Code 4911, Ebensburg Power Co., 2840 New Germany Road, Ebensburg, PA 15931-3505. Facility Name: Ebensburg Cogen Plant. This existing facility is located in Cambria Township, Cambria County.

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

 The receiving stream(s), South Branch Blacklick Creek and Unnamed Tributary of Howells Run, is located in State Water Plan watershed 18-E and 18-D 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 0.197 MGD.—Interim Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.5	XXX	1.0
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX
Aluminum, Total	XXX	XXX	XXX	Report	Report	XXX
Iron, Dissolved	XXX	XXX	XXX	Report	Report	XXX
Iron, Total	XXX	XXX	XXX	Report	Report	XXX
Manganese, Total	XXX	XXX	XXX	Report	Report	XXX
Antimony, Total	XXX	XXX	XXX	Report	Report	XXX
4,6-dinitro-o-cresol (µg/L)	XXX	XXX	XXX	Report	Report	XXX
1,4-Dioxane (µg/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Bis(2-Ethylhexyl)Phthalate (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)
Jan 1 - 31	XXX	XXX	XXX	XXX	92.8	XXX
Feb 1 - 28	XXX	XXX	XXX	XXX	110	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	110	XXX
Apr 1 - 15	XXX	XXX	XXX	XXX	110	XXX
Apr 16 - 30	XXX	XXX	XXX	XXX	110	XXX
May 1 - 15	XXX	XXX	XXX	XXX	84.1	XXX
May 16 - 31	XXX	XXX	XXX	XXX	110	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	81.1	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	98.3	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	85.4	XXX
Aug 1 - 15	XXX	XXX	XXX	XXX	74.0	XXX
Aug 16 - 31	XXX	XXX	XXX	XXX	90.0	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	76.6	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	85.1	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	81.4	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	84.3	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	73.4	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	78.5	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	94.8	XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 197 MGD.—Final Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	100.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	30.0	XXX
Total Residual Chlorine (TRC)	XXX	XXX	XXX	0.011	XXX	0.026
Free Available Chlorine	XXX	XXX	XXX	0.2	0.5	XXX
Chromium, Total	XXX	XXX	XXX	0.2	0.2	XXX
Zinc, Total	XXX	XXX	XXX	1.0	1.0	XXX
Aluminum, Total	XXX	XXX	XXX	0.75	0.75	XXX
Iron, Dissolved	XXX	XXX	XXX	1.8	2.9	XXX
Iron, Total	XXX	XXX	XXX	1.5	3.0	XXX
Manganese, Total	XXX	XXX	XXX	1.0	2.0	XXX
Antimony, Total	XXX	XXX	XXX	Report	Report	XXX
4,6-dinitro-o-cresol (µg/L)	XXX	XXX	XXX	Report	Report	XXX
1,4-Dioxane (µg/L)	XXX	XXX	XXX	Report	Report	XXX
3,4-Benzofluoranthene (µg/L)	XXX	XXX	XXX	0.154	0.24	XXX
Bis(2-Ethylhexyl)Phthalate (µg/L)	XXX	XXX	XXX	Report	Report	XXX
Temperature (°F)
Jan 1 - 31	XXX	XXX	XXX	XXX	92.8	XXX
Feb 1 - 28	XXX	XXX	XXX	XXX	110	XXX
Mar 1 - 31	XXX	XXX	XXX	XXX	110	XXX
Apr 1 - 15	XXX	XXX	XXX	XXX	110	XXX
Apr 16 - 30	XXX	XXX	XXX	XXX	110	XXX
May 1 - 15	XXX	XXX	XXX	XXX	84.1	XXX
May 16 - 31	XXX	XXX	XXX	XXX	110	XXX
Jun 1 - 15	XXX	XXX	XXX	XXX	81.1	XXX
Jun 16 - 30	XXX	XXX	XXX	XXX	98.3	XXX
Jul 1 - 31	XXX	XXX	XXX	XXX	85.4	XXX
Aug 1 - 15	XXX	XXX	XXX	XXX	74.0	XXX
Aug 16 - 31	XXX	XXX	XXX	XXX	90.0	XXX
Sep 1 - 15	XXX	XXX	XXX	XXX	76.6	XXX
Sep 16 - 30	XXX	XXX	XXX	XXX	85.1	XXX
Oct 1 - 15	XXX	XXX	XXX	XXX	81.4	XXX
Oct 16 - 31	XXX	XXX	XXX	XXX	84.3	XXX
Nov 1 - 15	XXX	XXX	XXX	XXX	73.4	XXX
Nov 16 - 30	XXX	XXX	XXX	XXX	78.5	XXX
Dec 1 - 31	XXX	XXX	XXX	XXX	94.8	XXX

 The proposed effluent limits for Outfall 002, design flow varies.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
pH (S.U.)	XXX	XXX	XXX	XXX	Report	XXX
Total Suspended Solids	XXX	XXX	XXX	XXX	Report	XXX
Oil and Grease	XXX	XXX	XXX	XXX	Report	XXX
Iron, Total	XXX	XXX	XXX	XXX	Report	XXX

 The proposed effluent limits for Outfall 101 are based on a design flow of 0.077 MGD.—Limits.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Daily Maximum	Instant. Minimum	Average Monthly	Daily Maximum	Instant. Maximum
Flow (MGD)	Report	Report	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0	XXX	XXX	9.0
Total Suspended Solids	XXX	XXX	XXX	30.0	50.0	XXX
Oil and Grease	XXX	XXX	XXX	15.0	20.0	XXX

 NOTE: Several pollutants were recommended for monitoring or effluent limits due to the fact that the Department's minimum quantitation limits were not achieved for some permit application samples. The Department has extended an offer to Ebensburg Power Company the opportunity to resample these parameters during the 30-day Draft permit comment period. If EPC is able to verify that these pollutants are not present in its wastewater discharges at the Department's quantitation limits, monitoring requirements or effluent limitations may be eliminated prior to Final permit issuance.

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

 • Water quality based effluent compliance schedule.

 • Requirements applicable to cooling water intake structures.

 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.

---

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

 PA0265764, Sewage, SIC Code 8800, Randy Boyles, 567 Smalls Ferry Road, New Castle, PA 16102. Facility Name: Randy Boyles SRSTP. This proposed facility is located in North Beaver Township, Lawrence County.

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

 The receiving stream, an Unnamed Tributary to Hickory Run, is located in State Water Plan watershed 20-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.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Annual Average	Maximum	Instant. Maximum
Flow (GPD)	Report Annl Avg	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 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
Total Residual Chlorine (TRC)	XXX	XXX	XXX	Report Avg Mo	XXX	XXX
Fecal Coliform (No./100 ml)	XXX	XXX	XXX	200	XXX	XXX

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

 • Prohibition of Stormwater Discharges

 • Right of Way

 • Requirement to submit an Annual Maintenance Report

 • Solids Handling

 • Treatment tank pumping requirement

 • Abandonment of the treatment facility for public sewers

 • Chlorine minimization

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

 The EPA Waiver is in effect.

 PA0265721, Sewage, SIC Code 5399, Union City DPP, LLC, 9010 Overlook Boulevard, Brentwood, TN 37027. Facility Name: Dollar General Store Union City. This proposed facility is located in Bloomfield Township, Crawford County.

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

 The receiving stream(s), Bloomfield Run, is located in State Water Plan watershed 16-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 0.0004 MGD.

	Mass Units (lbs/day)		Concentrations (mg/L)
Parameters	Average Monthly	Average Weekly	Minimum	Average Monthly	Maximum	Instant. Maximum
Flow (MGD)	Report	XXX	XXX	XXX	XXX	XXX
pH (S.U.)	XXX	XXX	6.0 Daily Min	XXX	9.0 Daily Max	XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)	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 814-332-6340.

 The EPA Waiver is in effect.

---

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

---

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

 WQM Permit No WQG02151804, Sewage, East Marlborough Township, 721 Unionville Road, Kennett Square, PA 19348.

 This proposed facility is located in East Marlborough Township, Chester County.

 Description of Action/Activity: Construction and operation of a sewage pump station to serve a 150 unit residential townhome subdivision.

 WQM Permit No. WQG02231805, Sewage, Thornbury Township, 6 Township Drive, Cheyney, PA 19319.

 This proposed facility is located in Thornbury Township, Delaware County.

 Description of Action/Activity: A low pressure system to serve existing residential neighborhood.

 WQM Permit No. 1518403, Sewage, Borough of Kennett Square, 120 Marshall Street, Kennett Square, PA 19348.

 This proposed facility is located in Kennett Square Borough, Chester County.

 Description of Action/Activity: Borough of Kennett Square Wastewater Treatment Plant BNR Upgrade.

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

 WQM Permit No. 0605409, A2, Sewerage, Kutztown Borough Authority, 45 Railroad Street, Kutztown, PA 19530-1112.

 This proposed facility is located in Kutztown Borough, Berks County.

 Description of Proposed Action/Activity: Seeking amendment to current permit.

 WQM Permit No. 0118401, Sewerage, Littlestown Borough Authority, 10 South Queen Street, Littlestown, PA 17340.

 This proposed facility is located in Littlestown Borough, Adams County.

 Description of Proposed Action / Activity: Seeking permit approval for the South Queen Street Pump Station and Piney Creek Interceptor Improvements Project.

 WQM Permit No. 5012201 A-1, CAFO, M.W. Smith Farms, 562 Bucks Church Rd., Newport, PA 17074.

 This proposed facility is located in Buffalo Township, Perry County.

 Description of Proposed Action/Activity: Application for a DEP Water Quality Management Permit.

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

 WQM Permit No. WQG01631801, Sewage, Zachary & Courtney Acampora, 220 McClay Road, Washington, PA 15301.

 This proposed facility is located in Canton Township, Washington County.

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

 WQM Permit No. WQG02111801, Sewage, Middle Taylor Township Sewer Authority, 504 Waterfall Drive, Johnstown, PA 15906.

 This proposed facility is located in Middle Taylor & West Taylor Townships, Cambria County.

 Description of Proposed Action/Activity: The Authority proposes to construct sewer extension to serve the existing residences and businesses along Benshoff Hill Road and its side streets.

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

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

 WQM Permit No. 2518408, Sewage, Raymond Cowan, 5200 Henderson Road Apt 402, Erie, PA 16509-4051.

 This proposed facility is located in Waterford Township, Erie County.

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

 WQM Permit No. 1617405 A-1, Sewage, Martin Sanders, 1036 Chestnut Ridge Road, Emlenton, PA 16373.

 This existing facility is located in Richland Township, Clarion County.

 Description of Proposed Action/Activity: Amendment to replace aerobic unit with Premier Tech Coco filter for a Single Residence Sewage Treatment Plant.

---

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

---

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

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

NPDES Permit No.	Applicant Name & Address	County	Municipality	Receiving Water/Use
PAD390076	John Spurlock, MD 433 East Broad St Bethlehem, PA 18018	Lehigh	Lower Milford Twp	Saucon Creek (HQ-CWF, MF)

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

Permit No.	Applicant & Address	County	Municipality	Stream Name
PAD030002	Worthington-West Franklin Joint Municipal Authority 102 West Main Street Worthington, PA 16262	Armstrong County	West Franklin Township	Buffalo Creek (HQ-TSF)
PAD110004	Borough of Westmont 1000 Luzerne Street Johnstown, PA 15905	Cambria County	Westmont Borough	Mill Creek (HQ-CWF); Cheney Run (WWF); Saint Clair Run (CWF); Elk Run (CWF); Stony Creek (WWF); Conemaugh River (WWF)

---

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

---

PAG-12

CAFOs

---

CAFO Notices of Intent Received.

---

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

 NPDES Permit No. PAG123651, CAFO, Lawrence Z Nolt, 94 Creek Road, East Berlin, PA 17316-9119.

 This existing facility is located in Washington Township, York County.

 Description of size and scope of existing operation/activity: Poultry (Pullets): 161.84 AEUs.

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

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

 NPDES Permit No. PAG124833, CAFO, Hillcrest Swine Farm, 121 Paradise Lane, Lewisburg, PA 17837-7848.

 This existing facility is located in Buffalo Township, Union County.

 Description of size and scope of existing operation/activity: Swine (Wean—Finish, Nursery), Sheep, Horse, Ponies, Poultry (Layers), Beef (Finishing): 873.4 AEUs.

 The receiving stream, Unnamed Tributary to Beaver Run, is in watershed 10-C and classified for: Cold Water Fishes and Migratory Fishes.

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

[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.

---