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PA Bulletin, Doc. No. 18-1230

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[48 Pa.B. 4843]
[Saturday, August 11, 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?
PA0034428
(Sewage) 		Cove Haven Resort WWTP
Route 590
Lakeville, PA 18438
Wayne County
Paupack Township 		Unnamed Tributary to Lake Wallenpaupack
(1-C) 		No
 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type) 		Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0085723
(Sewage) 		Southern York STP
130 E Market Street
York, PA 17401-1219
York County
Springfield Township 		Seaks Run
(7-H) 		Yes
PA0086894
(Sewage) 		Country View Manor Park LLC
PO Box 66
East Berlin, PA 17316-0066
York County
Washington Township 		Unnamed Tributary to Red Run
(7-F) 		Yes
PA0247103
(Sewage) 		Northeastern York County STP Saginaw
PO Box 516
200 Main Street
Mount Wolf, PA 17347-0516
York County
East Manchester Township 		Unnamed Tributary to Hartman Run
(7-H) 		Yes
 Northwest Region: Clean Water Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type) 		Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0222216
(Sewage) 		Edinboro Conference Grounds
12940 Fry Road
Edinboro, PA 16412-1825
Erie County
Washington Township 		Unnamed Tributary to Boles Run
(16-A) 		Yes
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

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

 PA0082015, Sewage, SIC Code 6515, Meadows Sewer Co., PO Box 604, Exton, PA 19341-0604. Facility Name: Country Manor West MHP. This existing facility is located in Middlesex Township, Cumberland 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), Conodoguinet Creek, is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.17 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
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) XXX XXX XXX 25.0 XXX 50
Total Suspended Solids XXX XXX XXX 30.0 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.17 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Nitrate-Nitrite as N XXX Report
Daily Max 		XXX XXX Report
Daily Max 		XXX
Total Nitrogen XXX Report
Daily Max 		XXX XXX Report
Daily Max 		XXX
Total Kjeldahl Nitrogen XXX Report
Daily Max 		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 717-705-4732.

 The EPA Waiver is in effect.

 PA0080454, Industrial, SIC Code 4941, Carlisle Borough, 53 W South Street, Carlisle, PA 17013-3458. Facility Name: Carlisle Water Treatment Plant. This existing facility is located in North Middleton Township, Cumberland 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), Conodoguinet Creek, is located in State Water Plan watershed 7-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.256 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Total Residual Chlorine (TRC) XXX XXX XXX Report XXX Report
Total Suspended Solids Report Report XXX 30.0 60.0 75
Aluminum, Total Report Report XXX 4.0 8.0 10
Iron, Total Report Report XXX 2.0 4.0 5
Manganese, Total Report Report XXX 1.0 2.0 2.5

 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.

 PA0261947, Sewage, SIC Code 8811, Kelly A. Horlacher, 147 Sieger Road, Kutztown, PA 19530-8857. Facility Name: Horlacher Residence. This existing facility is located in Richmond Township, Berks 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 Maiden Creek, is located in State Water Plan watershed 3-B 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 0.0005 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average 		Average
Weekly 		Instant.
Minimum 		Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 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 1,000

 Sludge use and disposal description and location(s):

 Collected sludges and solids shall be handled and disposed in compliance with 25 Pa. Code Chapters 75, 271, 273, 275, 283 and 285, Federal regulation 40 CFR 257, Pa Clean Streams Law, Federal Clean Water Act, and Pa Solid Waste Management Act of 1980 and amendments.

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

 • Annual Maintenance Report due each year

 • Septic tanks must be pumped out and documentation of such submitted with next permit renewal application

 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.

 PA0081264, Sewage, SIC Code 7999, Glp Capital LP, PO Box 32, Grantville, PA 17028-0032. Facility Name: Penn National Horse Race Track and Hollywood Casino. This existing facility is located in East Hanover Township, Dauphin County.

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

 The receiving stream(s), Unnamed Tributary to Swatara Creek, is located in State Water Plan watershed 7-D and is classified for Migratory Fishes and Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.23 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.22 XXX 0.73
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Total Dissolved Solids XXX XXX XXX XXX Report 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
 Nov 1 - Apr 30 XXX XXX XXX 5.1 XXX 10.2
 May 1 - Oct 31 XXX XXX XXX 1.7 XXX 3.4
Total Phosphorus XXX XXX XXX 1.0 XXX 2
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX 0.004 0.006 0.01

 The proposed Chesapeake Bay effluent limits for Outfall 001.

Effluent Limitations
Mass Units (lbs) Concentrations (mg/L)
Parameter 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 Report 5,601 XXX XXX XXX
Net Total Phosphorus Report 700 XXX XXX XXX

 Sludge use and disposal description and location(s): Sludge is hauled out by certified hauler to either Annville Township STP or Derry Township STP or Lemoyne STP for further processing and disposal.

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

 • Requirement for stormwater management

 • Chesapeake Bay requirements

 • Approval Contingencies

 • Chlorine Minimization

 • Collected screenings, slurries, sludges, and other solids management

 • Conditions to implement Best Management Practices

 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 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Beneficial Reuse (Flushing) Report Report
Daily Max 		XXX XXX XXX XXX
 Prior to Reuse (Track Watering) Report Report
Daily Max 		XXX XXX XXX XXX
Total Residual Chlorine (TRC)
 Prior to Reuse XXX XXX Report
Inst Min 		Report Report XXX
 Beneficial Reuse XXX XXX >0.02
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Prior to Reuse XXX XXX XXX <10
20 XXX
Turbidity (NTU)
 Prior to Reuse XXX XXX XXX <10
XXX 15
Fecal Coliform (No./100 ml)
 Beneficial Reuse XXX XXX XXX <2.2
Geo Mean 		XXX 23

 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.

 PA0041220, Sewage, SIC Code 7011, Hershey Rv Park & Lodging LLC, PO Box 544, Glenmoore, PA 19343. Facility Name: Hershey Rv Park & Lodging. This existing facility is located in Conewago Township, Dauphin County.

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

 The receiving stream(s), Unnamed Tributary to Conewago Creek, is located in State Water Plan watershed 7-G 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 0.048 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
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 0.4 XXX 1.4
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX Report XXX XXX
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 15.0 XXX 30
 May 1 - Oct 31 XXX XXX XXX 5.0 XXX 10
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX 2.0 XXX 4
Total Phosphorus (lbs/year) XXX 292.1
Total Annual 		XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Digested sludge is periodically hauled out by a license hauler.

 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.

 PA0082244, Industrial, SIC Code 4581, Susquehanna Area Region Airport Authority, 1 Terminal Drive, Suite 300, Middletown, PA 17057-5048. Facility Name: Harrisburg International Airport. This existing facility is located in Lower Swatara Township, Dauphin 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), Susquehanna River, is located in State Water Plan watershed 7-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 004 are based on a design flow of 0.046 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0 XXX
Total Suspended Solids XXX XXX XXX 30 60 75
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Total Cadmium XXX XXX XXX XXX Report XXX

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

 The EPA Waiver is in effect.

 PA0086622, Sewage, SIC Code 4952, Newport Plaza Associates, LP, 44 S Bayles Avenue, Port Washington, NY 11050-3765. Facility Name: Newport Plaza Mall. This existing facility is located in Howe Township, Perry 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 Juniata River, is located in State Water Plan watershed 12-B and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
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 0.1 XXX 0.35
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
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 7.5 XXX 15
 May 1 - Oct 31 XXX XXX XXX 2.5 XXX 5

 Sludge use and disposal description and location(s): Sludge is hauled off site via a local septage hauler to another WWTP for ultimate treatment and disposal.

 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.

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

 PA0027481, Industrial, SIC Code 4911, FirstEnergy Generation LLC, PO Box 128, Shippingport, PA 15077-0128. Facility Name: Bruce Mansfield Plant and Little Blue Run Disposal Impoundment. This existing facility is located in Shippingport Borough, Beaver County.

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

 The receiving streams, Little Blue Run, Haden Run, Mill Creek, Ohio River, and unnamed tributaries to Mill Creek, are located in State Water Plan watershed 20-B and 20-D and are classified for Warm 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 for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 002 and 008 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
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
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 003, 004, and 005 are for variable storm water discharges.—Limits.

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

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
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
Sulfate, 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 3.9 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 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Points 307, 407, and 507 are based on design flows of 3.6387 MGD, 3.8574 MGD, and 5.263 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 Residual Chlorine (TRC) XXX XXX XXX 0.5 1.0 XXX
Free Available Chlorine XXX XXX XXX 0.2 XXX 0.5
Temperature (deg F) (°F) XXX XXX XXX XXX 110 XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Internal Monitoring Point 607 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 707 are based on a design flow of 5.534 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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
 Industrial Influent XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 13.03 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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
 Industrial Influent XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 007 are based on a design flow of 13.03 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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Fecal Coliform (No./100 ml) XXX XXX XXX XXX Report XXX
 Industrial Influent XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Copper, Total XXX XXX XXX 0.266 0.415 0.665
Sulfate, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0.047 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) 0.047 XXX 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 25 XXX XXX 50
Total Suspended Solids XXX XXX 30 XXX XXX 60
Fecal Coliform (No./100 ml)
 Nov 1 - Mar 31 XXX XXX XXX 2,000     
Geo Mean 		XXX 10,000
 Apr 1 - Oct 31 XXX XXX XXX 200    
Geo Mean 		XXX 400
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 010 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 011, 012, and 013 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
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 014 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 021 are based on a design flow of 0.059 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
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Boron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 021 are based on a design flow of 0.059 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
Osmotic Pressure (mOs/kg) XXX XXX XXX 50.0 50.0 XXX
Boron, Total XXX XXX XXX 1.6 3.2 XXX
Lead, Total XXX XXX XXX 0.0032 0.0064 XXX
Selenium, Total XXX XXX XXX 0.005 0.010 XXX
Thallium, Total (ug/L) XXX XXX XXX 0.24 0.48 XXX

 The proposed effluent limits for Outfall 021 are based on a design flow of 0.059 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 022 are based on a design flow of 3.52 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 98.5 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Boron, 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
Mercury, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, 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 022 are based on a design flow of 3.52 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 14.5 19.3 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 022 are based on a design flow of 3.61 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 98.5 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Sulfate, 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 022 are based on a design flow of 3.61 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Oil and Grease XXX XXX XXX 14.5 19.3 XXX

 The proposed effluent limits for Outfalls 023, 024, 026, 028, 030, 031, 032, 033, 034, 035, 036, 037, 038, 039, 040, and 041 are for variable-flow groundwater seeps.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved 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
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 025 are for a variable-flow groundwater seep.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved 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
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 025 are for a variable-flow groundwater seep.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved 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 6.9 10.8 XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 027 are for a variable-flow groundwater seep.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX Report Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX Report Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX Report Report XXX
Mercury, Total (ug/L) XXX XXX XXX Report Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total (ug/L) XXX XXX XXX Report Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 027 are for a variable-flow groundwater seep.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX Report Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX 0.010 0.016 XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX 1.65 2.58 XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX 0.31 0.48 XXX
Iron, Total XXX XXX XXX 1.5 3.0 XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX 1.0 2.0 XXX
Mercury, Total (ug/L) XXX XXX XXX 0.051 0.08 XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX 0.005 0.008 XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total (ug/L) XXX XXX XXX 0.243 0.379 XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 029 are for a variable-flow groundwater seep.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 029 are for a variable-flow groundwater seep.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Quarterly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		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
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Boron, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX 8.5 13.2 XXX
Lead, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Selenium, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Thallium, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 042 are for a variable-flow groundwater seep.—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
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Boron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 042 are for a variable-flow groundwater seep.—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
Osmotic Pressure (mOs/kg) XXX XXX XXX 50.0 50.0 XXX
Boron, Total XXX XXX XXX 1.6 3.2 XXX
Lead, Total XXX XXX XXX 0.0032 0.0064 XXX
Selenium, Total XXX XXX XXX 0.005 0.010 XXX
Thallium, Total (ug/L) XXX XXX XXX 0.24 0.48 XXX

 The proposed effluent limits for Outfall 042 are for a variable-flow groundwater seep.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 043 are for a variable-flow groundwater seep.—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
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Boron, Total XXX XXX XXX Report Report XXX
Lead, Total XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 043 are for a variable-flow groundwater seep.—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
Osmotic Pressure (mOs/kg) XXX XXX XXX 50.0 50.0 XXX
Boron, Total XXX XXX XXX 1.6 3.2 XXX
Lead, Total XXX XXX XXX 0.0032 0.0064 XXX
Selenium, Total XXX XXX XXX 0.005 0.010 XXX
Thallium, Total (ug/L) XXX XXX XXX 0.24 0.48 XXX

 The proposed effluent limits for Outfall 043 are for a variable-flow groundwater seep.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Quarterly 		Daily
Maximum 		Instant.
Maximum
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Antimony, Total XXX XXX XXX XXX Report XXX
Arsenic, Total XXX XXX XXX XXX Report XXX
Barium, Total XXX XXX XXX XXX Report XXX
Beryllium, Total XXX XXX XXX XXX Report XXX
Cadmium, Total XXX XXX XXX XXX Report XXX
Chromium III, Total XXX XXX XXX XXX Report XXX
Chromium, Hexavalent XXX XXX XXX XXX Report XXX
Cobalt, Total XXX XXX XXX XXX Report XXX
Copper, Total XXX XXX XXX XXX Report XXX
Cyanide, Free XXX XXX XXX XXX Report XXX
Cyanide, Total XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX
Iron, Total XXX XXX XXX XXX Report XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Mercury, Total XXX XXX XXX XXX Report XXX
Nickel, Total XXX XXX XXX XXX Report XXX
Silver, Total XXX XXX XXX XXX Report XXX
Sulfate, Total XXX XXX XXX XXX Report XXX
Zinc, Total XXX XXX XXX XXX Report XXX
Chloride XXX XXX XXX XXX Report XXX
Bromide XXX XXX XXX XXX Report XXX
Hardness, Total (as CaCO3) XXX XXX XXX XXX Report XXX

 Sludge use and disposal description and location(s): Sewage sludge is removed by a vacuum truck and disposed at the Midland Borough Municipal Authority Publicly Owned Treatment Works (NPDES PA0023701) or the Monaca Borough Publicly Owned Treatment Works (NPDES PA0020125).

 In addition, the permit contains the following major special conditions: a schedule for the relocation of Outfall 022 and re-direction of Outfalls 021, 042, and 043 to Outfall 022; a schedule of compliance for the re-routing of Outfalls 030, 031, 032, 033, and 034 to Outfall 022; a schedule of compliance for water quality limits at Outfalls 025 and 029; a Toxics Reduction Evaluation for new water quality limits at Outfall 007; compliance reporting requirements for water quality limits below quantitation limits; requirements for chemical additives; requirements applicable to storm water; 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.

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

 PA0271551, Sewage, SIC Code 8800, John R Tully, 1860 Old Grade Road, Falls Creek, PA 15840. Facility Name: John Tully SRSTP. This proposed facility is located in Washington Township, Jefferson 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, Harveys Run, is located in State Water Plan watershed 17-C and is classified for cold water fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

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

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

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

 • Requirement to submit an Annual Maintenance Report

 • No stormwater admitted to the treatment system

 • Aerobic tank pumping requirement

 • Solids handling

 • Abandonment of the treatment system (for public sewage)

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

 The EPA Waiver is in effect.

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

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

 WQM Permit No. 4818403, Sewage, Bath Borough Authority, 160 Mill Street, Bath, PA 18014.

 This existing facility is located in Bath Borough, Northampton County.

 Description of Proposed Action/Activity: The project consists of constructing an entirely new sewage treatment system at the existing facility. Major aspects of the project include: construction of a new headworks building and control building, replacement of comminutor with automated mechanical screening system, construction of grit removal system, construction of a wet well with a triplex submersible pumping station, conversion of existing equalization/contact stabilization/clarifier basin to a larger equalization basin, construction of triplex submersible pumping station within equalization basin, construction of two ICEAS pre-cast concrete tanks and two aerobic digester pre-cast concrete tanks, replacement of exiting chlorine disinfection system with ultraviolet light disinfection system, replacement of existing sludge belt filter press with a rotary press dewatering system and the demolition of two contact stabilization/clarifier/digester basins. The facility will remain sized for a hydraulic capacity of 0.51 MGD.

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

 WQM Permit No. 6218405, Sewage, Kenneth & Joan Larsen, 9 Carroll Street, Frewsburg, NY 14738.

 This proposed facility is located in Pine Grove Township, Warren County.

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

 WQM Permit No. 3397405 A-1, Sewage, Clearfield Jefferson County Region Airport Authority, 377 Aviation Way, Reynoldsville, PA 15851-8143.

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

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

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.

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

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD450059 Tobyhanna DG LLC
361 Summit Blvd
Suite 110
Birmingham, AL 35243 		Monroe Coolbaugh Twp Lake Carobeth
(HQ-CWF, MF)
Buck Hill Creek
(EV, MF)

 Northampton County Conservation District, 14 Gracedale Ave.—Greystone Building, Nazareth, PA 18064-9211.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD480067 Joao Tavares Realty Partners LLC
4211 Tracy Ln
Bethlehem, PA 18020
Northampton Bethlehem Twp Monocacy Creek
(HQ-CWF, MF)
PAD480070 Brent Stringfellow
Lehigh University
461 Webster St, 3A
Bethlehem, PA 18015
Northampton City of Bethlehem Lehigh River
(WWF, MF)
Saucon Creek
(HQ-CWF, MF)

 Schuylkill Conservation District, 1206 AG Center Drive, Pottsville, PA 17901-9733.

NPDES
Permit No. 		Applicant Name & Address County Municipality Receiving
Water/Use
PAD540005 NP New Castle LLC
4825 NW 41st St
Suite 500
Riverside, MO 64150
Schuylkill New Castle Twp Mud Run
(CWF, MF)
UNT to Mud Run
(CWF, MF)
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. PAG123877, CAFO, Sunset Family Farms LLC, 261 Sunset Drive, Fredericksburg, PA 17026.

 This proposed facility is located in Bethel Township, Lebanon County.

 Description of size and scope of proposed operation/activity: Poultry (Broilers): 378.16.

 The receiving stream, Oil Creek, is in watershed 7-D 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. PAG123875, CAFO, Weaver Melvin, 359 Timber Road, Beavertown, PA 17813.

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

 Description of size and scope of proposed operation/activity: Swine (Sows with Litter, Gilts, Wean—Finish, Boars), Beef (Finishing): 334.98 AEUs.

 The receiving stream, Unnamed Tributary of North Branch Middle Creek, is in watershed 6-A and classified for: Cold Water Fishes and Migratory Fishes.

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

 NPDES Permit No. PAG123876, CAFO, Brendon Zimmerman, 2490 Mill Rd, Elizabethtown, PA 17022.

 This proposed facility is located in Conewago, Dauphin County.

 Description of size and scope of proposed operation/activity: Poultry (Broilers): 359.86 AEUs.

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

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

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