Pennsylvania Code
Pennsylvania Code & Bulletin
COMMONWEALTH OF PENNSYLVANIA

• No statutes or acts will be found at this website.

The Pennsylvania Bulletin website includes the following: Rulemakings by State agencies; Proposed Rulemakings by State agencies; State agency notices; the Governor’s Proclamations and Executive Orders; Actions by the General Assembly; and Statewide and local court rules.

PA Bulletin, Doc. No. 18-1201

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[48 Pa.B. 4631]
[Saturday, August 4, 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?
PA0033740
(Sewage) 		Whispering Hollow South MHP WWTP
139 Country Club Road
Northampton, PA 18067-3028
Northampton County
Allen Township 		Unnamed Tributary to Hokendauqua Creek
(2-C) 		Yes
PA0008354
(Industrial) 		Pennsylvania American Water Company Montrose Water Treatment Plant
1799 Jumper Road
Wilkes-Barre, PA 18702-8031
Susquehanna County
Bridgewater Township 		Snake Creek
(4-E) 		Yes
PA0062383
(Industrial) 		3 Springs Water Company
1800 Pine Run Road
Laurel Run, PA 18706
Luzerne County
Laurel Run Borough 		Unnamed Tributary to Pine Creek
(5-B) 		Yes
PAS122202
(Storm Water) 		Nestle Waters NA Bottling Plant
405 Nestle Way
Breinigsville, PA 18031-1500
Lehigh County
Upper Macungie Township 		Iron Run
(2-C) 		Yes
PAS122203
(Storm Water) 		Nestle Waters North America
305 Nestle Way
Breinigsville, PA 18031
Lehigh County
Upper Macungie Township 		Iron Run
(2-C) 		Yes
PA0032123
(Sewage) 		Promised Land State Park
RR 1 Box 96 Rt 390
Greentown, PA 18426-9735
Pike County
Greene Township 		East Branch Wallenpaupack Creek
(1-C) 		Yes
PA0036765
(Sewage) 		Tyler Memorial Hospital
5950 SR 6
Tunkhannock, PA 18657-7905
Wyoming County
Tunkhannock Township 		Unnamed Tributary to Taques Creek
(4-G) 		Yes
 Southcentral Region: Clean Water Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110. Phone: 717-705-4707.
NPDES No.
(Type) 		Facility Name & Address County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N?
PA0111601
(Sewage) 		Christian Retreat Center
369 CRC Drive
East Waterford, PA 17021-9981
Juniata County
Lack Township 		Tuscarora Creek
(12-B) 		Yes
PA0247944
(Sewage) 		Paradise Elementary School
100 E College Avenue
Spring Grove, PA 17362
York County
Paradise Township 		Unnamed Tributary of Paradise Run
(7-F) 		Yes
PA0081388
(Sewage) 		Windy Brae MHP
14971 Mount Olivet Road
Stewartstown, PA 17363-8506
York County
North Hopewell Township 		Unnamed Tributary of East Branch Codorus Creek
(7-H) 		Yes
PA0088579
(Sewage) 		Felton Borough STP
88 Main Street
Felton, PA 17322-9051
York County
Felton Borough 		North Branch Muddy Creek
(7-I) 		Yes
PA0083399
(Sewage) 		Gettysburg Farm Campground
2 N Riverside Plaza
Suite 800
Chicago, IL 60606-2682
York County
Dover Township 		Conewago Creek
(7-F) 		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?
PA0253120
(Industrial) 		TCJMA Water Treatment Plant
PO Box 758
Fredericktown, PA 15333-0758
Washington County
East Bethlehem Township 		Monongahela River
(19-C) 		Yes
PA0046230
(Sewage) 		Carmichaels Cumberland Joint Sewer Authority
PO Box 304
103 Municipal Road
Carmichaels, PA 15320-0304
Greene County
Carmichaels Borough 		Muddy Creek
(19-B) 		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?
PA0220779
(Sewage) 		Springfield Village MHP
PO Box 201
13079 Ridge Road
West Springfield, PA 16443-0201
Erie County
Springfield Township 		Unnamed Tributary to Raccoon Creek
(15-A) 		Yes
PA0034193
(Sewage) 		Lake View CC
8351 Route 89
North East, PA 16428-5233
Erie County
North East Township 		Sixteenmile Creek
(15-A) 		Yes
PA0264024
(Sewage) 		Hickory Township STP
PO Box 44
Endeavor, PA 16322
Forest County
Hickory Township 		East Hickory Creek
(16-F) 		Yes
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications.

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

 PA0052159, Industrial, SIC Code 4941, Aqua Pennsylvania Inc., 762 West Lancaster Avenue, Bryn Mawr, PA 19010-3489. Facility Name: Ridley Creek Water Treatment Plant. This existing facility is located in Middletown Township, Delaware County.

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

 The receiving stream(s), Ridley Creek, is located in State Water Plan watershed 3-G and is classified for 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 0.15 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
Inst Min 		XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Total Suspended Solids XXX XXX XXX 30 60 75
Aluminum, Total XXX XXX XXX 4.0 8.0 10
Iron, Total XXX XXX XXX 2.0 4.0 5
Manganese, Total XXX XXX XXX 1.0 2.0 2.5

 The proposed effluent limits for Outfall 002 are based on an emergency discharge—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
Inst Min 		XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2
Total Suspended Solids XXX XXX XXX 30 60 75
Aluminum, Total XXX XXX XXX 4.0 8.0 10
Iron, Total XXX XXX XXX 2.0 4.0 5
Manganese, Total XXX XXX XXX 1.0 2.0 2.5

 The proposed effluent limits for Outfall 004 are based on an intermittent discharge of 1.0 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
Inst Min 		XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.2

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

 A. Acquire Necessary Property Rights

 B. Proper Sludge Disposal

 C. WQM Permits

 D. Applicable BAT if Developed

 E. Chlorine Optimization

 F. TMDL/WLA Requirement

 G. Chemical Additive Condition
Sedimentation Basin Cleaning

 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.

 PA0266345, Industrial, SIC Code 2015, Keystone Protein Co., 154 W Main Street, Fredericksburg, PA 17026-9510. Facility Name: Keystone Protein Fredericksburg. This existing facility is located in Bethel Township, Lebanon County.

 Description of Existing Activity: The application is for NPDES permit for an existing discharge of treated Industrial Waste.

 The receiving stream(s), Elizabeth Run and Little Swatara Creek, are located in State Water Plan watershed 7-D and are 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 3 MGD.—Limits.

 • The permit is amended to include a provision in Section C.I.C of the permit to allow nutrient credits for compliance with Chesapeake Bay Cap loads.

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

 The EPA Waiver is not in effect.

 PA0020621, Sewage, SIC Code 4952, Waynesboro Borough Authority, PO Box 310, Waynesboro, PA 17268-0310. Facility Name: Waynesboro WWTP. This existing facility is located in Waynesboro Borough, Franklin County.

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

 The receiving stream(s), Unnamed Tributary to East Branch Antietam Creek, is located in State Water Plan watershed 13-C and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 1.6 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 7.0 XXX 9.0
Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.36 XXX 1.17
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 330 530 XXX 25.0 40.0 50
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 400 600 XXX 30 45 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
 Nov 1 - Apr 30 180 XXX XXX 13.5 XXX 27
 May 1 - Oct 31 60 XXX XXX 4.5 XXX 9
Copper, Total XXX XXX XXX 0.053 0.132
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.

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
Net Total N Report 29,223 XXX XXX XXX
Net Total P Report 3,896 XXX XXX XXX

 Sludge use and disposal description and location(s): Class B biosolids are land applied at Gayman's Grain Storage Farm and the Frank Barr Farm. Sludge is landfilled if site conditions are not favorable for land application.

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

 • Chesapeake Bay nutrients requirements, Stormwater discharge conditions, Solids management for non-lagoon system, Whole Effluent Toxicity, Chlorine Minimization, Notification of designation of responsible operator, Hauled-in waste restriction, and Site-specific Chlorine Demand Study.

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

 The EPA Waiver is not in effect.

 PA0080284, Sewage, SIC Code 6515, New Oxford MHC LLC, 524 Meadow Avenue Loop, Banner Elk, NC 28604. Facility Name: New Oxford Mobile Home Village. This existing facility is located in Mount Pleasant Township, Adams County.

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

 The receiving stream(s), Unnamed Tributary to South Branch Conewago Creek, is located in State Water Plan watershed 7-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 0.01885 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 XXX XXX Report
Avg Qrtly 		XXX XXX
Nitrate-Nitrite as N (Total Load,  lbs) (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Total Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Nitrogen (Total Load, lbs)  (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Ammonia-Nitrogen (Total Load, lbs)  (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Kjeldahl Nitrogen (Total  Load, lbs) (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX
Total Phosphorus XXX XXX XXX Report
Avg Qrtly 		XXX XXX
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Qrtly 		XXX XXX XXX XXX XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.01885 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 0.027 XXX 0.089
Carbonaceous Biochemical Oxygen  Demand (CBOD5)
 Nov 1 - Apr 30 XXX XXX XXX 20.0 XXX 40
 May 1 - Oct 31 XXX XXX XXX 10.0 XXX 20
Total Suspended Solids XXX XXX XXX 10.0 XXX 20
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 4.5 XXX 9
 May 1 - Oct 31 XXX XXX XXX 1.5 XXX 3

 Sludge use and disposal description and location(s): Liquid sludge hauled-off site to landfill.

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

 • Solids management for non-lagoon system, chlorine minimization, dry stream discharge, notification of designation of responsible operator.

 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.

 PA0081710, Sewage, SIC Code 7033, MHC Circle M LP, 2 N Riverside Plaza, Suite 800, Chicago, IL 60606-2682. Facility Name: Circle M Campground. This existing facility is located in Pequea Township, Lancaster County.

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

 The receiving stream(s), Conestoga River, is located in State Water Plan watershed 7-J and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.06 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Flow (MGD) Report
Avg Mo 		Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 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 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000
Total Phosphorus Report
Avg Mo 		XXX XXX 2.0 XXX 4

 Sludge use and disposal description and location(s): Biosolids disposed under Kline's Services under permit number PA101606. The location of the disposal is in Lancaster County, Rapho Township.

 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.

 PA0088781, Industrial, SIC Code 4911, Calpine Mid Merit, LLC, 500 Delaware Avenue Suite 600, Wilmington, DE 19801-7406. Facility Name: York Energy Center. This existing facility is located in Peach Bottom Township, York 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-I 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 6.01 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 XXX 9.0
Free Available Chlorine XXX XXX XXX XXX 0.2 0.5
Temperature (deg F) (°F) XXX XXX XXX XXX Report 110
Total Suspended Solids
 Effluent Net XXX XXX XXX 30.0 60.0 75
Total Dissolved Solids XXX XXX XXX XXX Report XXX
Aluminum, Total Report Report
Daily Max 		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 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
pH (S.U.)
 Other Stormwater XXX XXX XXX XXX Report XXX
Total Suspended Solids
 Other Stormwater XXX XXX XXX XXX Report XXX
Oil and Grease
 Other Stormwater XXX XXX XXX XXX Report XXX
Copper, Total
 Other Stormwater XXX XXX XXX XXX Report XXX
Iron, Total
 Other Stormwater XXX XXX XXX XXX Report XXX
Nickel, Total
 Other Stormwater XXX XXX XXX XXX Report XXX
Zinc, Total
 Other Stormwater XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 100 are based on a design flow of 0.3 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
Total Suspended Solids
 Effluent Net XXX XXX XXX 30 100 XXX
Oil and Grease
 Effluent Net XXX XXX XXX 15 20 30

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

 • Chlorine use at power plant

 • No net addition of pollutants for NCCW

 • NO PCBs may be discharged

 • Cooling tower maintenance chemicals

 • Chemical additives

 • 316(b) New Facility cooling water intakes

 • Industrial stormwater requirements

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

 The EPA Waiver is not in effect.

 PA0082627, Sewage, SIC Code 8661, CBM Ministries Inc., 3741 Joy El Drive, Greencastle, PA 17225-9001. Facility Name: Camp Joy El. This existing facility is located in Saint Thomas Township, Franklin County.

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

 The receiving stream(s), Back Creek, is located in State Water Plan watershed 13-C and is classified for warm water 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 0.01 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 0.01 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

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

 PA0045004, Sewage, SIC Code 4952, Lake Meade Municipal Authority, 59 Curtis Drive, East Berlin, PA 17316-9220. Facility Name: Lake Meade STP. This existing facility is located in Reading Township, Adams 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), Mud Run, is located in State Water Plan watershed 7-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 0.35 MGD.—Interim Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.35 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Copper, Total 0.07 XXX XXX 0.024 0.04
Daily Max 		XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.35 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) 29.0 43.0 XXX 10.0 15.0 20
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 29.0 43.0 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
Ultraviolet light intensity
 (mW/cm2) 		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) Report
Total Mo 		XXX XXX XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 13.0 XXX XXX 4.5 XXX 9
 May 1 - Oct 31 4.3 XXX XXX 1.5 XXX 3
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 5.8 XXX XXX 2.0 XXX 4
Total Phosphorus (Total Load, lbs)  (lbs) Report
Total Mo 		XXX XXX XXX XXX XXX

 Sludge use and disposal description and location(s): Liquid sludge hauled-off site to Pecks Septic site in South Middleton Township, Cumberland County.

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

 • TRE study, solids management for non-lagoon system, notification of designation of responsible operator, hauled-in waste restriction, and SBR batch discharge condition.

 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.

 PA0024350, Sewage, SIC Code 4952, Dauphin Borough Dauphin County, PO Box 487, Dauphin, PA 17018-0487. Facility Name: Dauphin Borough STP. This existing facility is located in Dauphin Borough, Dauphin County.

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

 The receiving stream(s), Stony Creek, is located in State Water Plan watershed 7-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 0.2 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
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) 41.7 66.7 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 50 75 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
Ammonia-Nitrogen Report XXX XXX Report XXX XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report
Daily Max 		XXX
Total Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report
Daily Max 		XXX
Total Phosphorus XXX XXX XXX XXX Report
Daily Max 		XXX

 Sludge use and disposal description and location(s):

 Digested liquid sludge is hauled out to Harrisburg Wastewater Treatment Plant for further treatment and disposal.

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

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

 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.

 PA0247936, Sewage, SIC Code 7033, Rv Management Services LLC, PO Box 222178, Carmel, CA 93923. Facility Name: Twin Grove Resort & Campground. This existing facility is located in Union Township, Lebanon 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 of Swatara Creek, is located in State Water Plan watershed 7-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 0.0292 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Average
Weekly 		Daily
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
Daily Max 		XXX
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.25 XXX 0.80
Carbonaceous Biochemical Oxygen  Demand (CBOD5) XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 XXX XXX XXX 16.5 XXX 33
 May 1 - Oct 31 XXX XXX XXX 5.5 XXX 11
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX

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

 • Stormwater Prohibition

 • Approval Contingencies

 • Proper Waste/solids Management

 • Collected screenings, slurries, sludges, and solids management

 • 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.

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

 PA0026034, Sewage, SIC Code 4952, Johnstown Redevelopment Authority, 4th Floor Public Sfty Bldg, Johnstown, PA 15901. Facility Name: Dornick Point WWTP. This existing facility is located in West Taylor 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, Conemaugh River, is in State Water Plan watershed 18-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 12 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
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.6
Carbonaceous Biochemical Oxygen  Demand (CBOD5) 2,502 3,803 XXX 25.0 38.0 50
Biochemical Oxygen Demand  (BOD5)
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 3,002 4,503 XXX 30.0 45.0 60
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000    
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report XXX XXX Report Report 50
 May 1 - Oct 31 1,702 2,602 XXX 17.0 26.0 34
Aluminum, Total 75 XXX XXX 0.75 1.1
Daily Max 		1.5
Iron, Total 150 XXX XXX 1.5 2.3
Daily Max 		3
Manganese, Total 100 XXX XXX 1.0 1.5
Daily Max 		2

 The proposed effluent limits for Outfall 001 are based on a design flow of 12 MGD.—Limits.

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

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

 • Requirement to conduct Chronic Whole Effluent Toxicity Testing

 • Permits a discharge through Outfall 101 of storm water from the treatment plant site

 • Implement EPA approved Pretreatment Program

 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.

 PA0005037, Industrial, SIC Code 4911, NRG Homer City Services LLC, 1750 Power Plant Road, Homer City, PA 15748. Facility Name: Homer City Generating Station. This existing facility is located in Center Township, Indiana County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste and storm water. This is a revision to draft limits published on July 26, 2014.

 The receiving stream(s), Unnamed Tributary to Two Lick Creek, Two Lick Creek, Unnamed Tributary of Blacklick Creek, Cherry Run, Unnamed Tributary to Muddy Run, Blacklick Creek, Unnamed Tributary to Blacklick Creek, and Unnamed Tributary of Two Lick Creek, is located in State Water Plan watershed 18-D and is classified for Cold Water 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 4.32 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Aug 1 - Jun 30 Report 4.32
Daily Max 		XXX XXX XXX XXX
 Jul 1 - 31 Report 2.736
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Aug 1 - Jun 30 XXX XXX XXX XXX 110 XXX
 Jul 1 - 31 XXX XXX XXX XXX 85.9 XXX
Total Suspended Solids XXX XXX XXX 15.0 50.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 7.5 10.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX 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 001 are based on a design flow of 4.32 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Aug 1 - Jun 30 Report 4.32
Daily Max 		XXX XXX XXX XXX
 Jul 1 - 31 Report 2.736
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F)
 Aug 1 - Jun 30 XXX XXX XXX XXX 110 XXX
 Jul 1 - 31 XXX XXX XXX XXX 85.9 XXX
Total Suspended Solids XXX XXX XXX 15.0 50.0 XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 7.5 10.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Thallium, Total XXX XXX XXX 0.0021 0.0033 0.0053
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 4.32 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Annual
Average 		Daily
Maximum 		Instant.
Maximum
Free Available Chlorine XXX XXX XXX 0.2 0.5 XXX
Total Aluminum (Total Load, lbs) XXX 9,869 XXX XXX XXX XXX
Chromium, Total XXX XXX XXX 0.2 0.2 XXX
Total Iron (Total Load, lbs) XXX 19,739 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 13,159 XXX XXX XXX XXX
Zinc, Total XXX XXX XXX 1.0 1.0 XXX

 The proposed effluent limits for Internal Monitoring Point 101 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) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Iron, Dissolved XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 2.0 4.0 XXX

 The proposed effluent limits for Internal Monitoring Point 201 are based on a design flow of 2.08 MGD.—Limits.

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

 The proposed effluent limits for Outfall 002 are based on a design flow of 0.24 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 Report XXX XXX Report
Aluminum, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX Report Report XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Precipitation (in) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Instant.
Minimum 		Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Precipitation (in) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 321 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 641 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 427 XXX XXX XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Instant.
Minimum 		Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Precipitation (in) XXX Report
Total Mo 		XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
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
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report 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 XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report
Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD)
 Internal Monitoring Point Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report 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 XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 2,264
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 4,529
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 3,020
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Point 306 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report 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 XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Point 306 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Monthly 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report 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 XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 2,789
Total Annual 		XXX XXX XXX XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 5,580
Total Annual 		XXX XXX XXX XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 3,721
Total Annual 		XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Point 406 are for variable storm water discharges. - Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Point 406 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Total
Annual 		Minimum Average
Monthly 		Maximum Instant.
Maximum
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 323 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 646 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 431 XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Point 406 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average
Monthly 		Semi-Annual
Total 		Minimum Semi-Annual
Average 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX XXX XXX XXX Report
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease
 Internal Monitoring Point XXX XXX XXX XXX Report XXX
Nitrate-Nitrite as N XXX XXX XXX XXX Report XXX
Ammonia-Nitrogen XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

[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.