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PA Bulletin, Doc. No. 21-163

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Application, Actions and Special Notices

APPLICATIONS

[51 Pa.B. 575]
[Saturday, January 30, 2021]

THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT

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

 This notice provides information about persons who have applied to the Department of Environmental Protection (DEP) for a new, renewed, or amended NPDES or WQM permit, or a permit waiver for certain stormwater discharges, or have submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications and NOIs concern, but are not limited to, effluent discharges from sewage treatment facilities and industrial facilities to surface waters or groundwater; stormwater discharges associated with industrial activity (industrial stormwater), construction activity (construction stormwater), and municipal separate storm sewer systems (MS4s); the application of pesticides; the operation of Concentrated Animal Feeding Operations (CAFOs); and the construction of sewage, industrial waste, and manure storage, collection and treatment facilities. This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92a and 40 CFR Part 122, implementing The Clean Streams Law (35 P.S. §§ 691.1—691.1001) and the Federal Clean Water Act (33 U.S.C.A. §§ 1251—1376). More information on the types of NPDES and WQM permits that are available can be found on DEP's website (visit www.dep.pa.gov and select Businesses, Water, Bureau of Clean Water, Wastewater Management, and NPDES and WQM Permitting Programs).

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

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

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

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

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

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

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

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

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

 Comments received within the appropriate comment periods for WQM and NPDES permit applications will be retained by DEP and considered in the final determinations regarding the applications. A comment submittal should include the name, address and telephone number of the writer and a concise statement to inform DEP of the exact basis of a comment and the relevant facts upon which it is based.

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

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

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

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

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

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

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

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

 DEP will also accept requests or petitions for public hearings on applications. The request or petition must indicate the interest of the party filing and the reasons why a hearing is warranted. A hearing will be held if DEP determines that there is a significant public interest. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. DEP will postpone its final determination until after a public hearing is held.

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

I. Individual and General WQM Permit Applications/NOIs Received, General NPDES Permit NOIs Received, and All Transfer and Minor Amendment Applications/NOIs Received.
Application Number Permit Type Application Type Applicant Name & Address Municipality, County DEP Office
NOEXSW038 No Exposure Certification New Bass Environmental
Aliquippa LLC
7716 Depot Rd
Unit 1
Lisbon, OH 44432 		Aliquippa City
Beaver County 		SWRO
3915803 Joint DEP/PFBC Pesticides Permit Renewal Annette Diorio
1909 Blue Barn Road
Orefield, PA 18069 		South Whitehall Township
Lehigh County 		NERO
5213837 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
RR 1, Box 500
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5213838 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
116 Wild Acre Drive
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5213839 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
RR 1, Box 500
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5213840 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
RR 1, Box 500
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5213841 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
RR 1, Box 500
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5213842 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
RR 1, Box 500
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5213843 A-1 Joint DEP/PFBC Pesticides Permit Amendment Wild Acres Lake Properties & Home Association
RR 1, Box 500
Dingmans Ferry, PA 18328-9744 		Delaware Township Pike County NERO
5215802 Joint DEP/PFBC Pesticides Permit Renewal Masthope Mountain
Community Poc
196 Karl Hope Bld
Lackawaxen, PA 18435 		Lackawaxen Township Pike County NERO
6415805 Joint DEP/PFBC Pesticides Permit Renewal Jefferey Oakes
450 Lexington Avenue
New York, NY 10017 		Canaan Township Wayne County NERO
NOEXSE278 No Exposure Certification Renewal Powdersize Inc.
20 Pacific Drive
Quakertown, PA 18951-3601 		Richland Township Bucks County SERO
NOEXSE279 No Exposure Certification Renewal Powdersize Inc.
20 Pacific Drive
Quakertown, PA 18951-3601 		Quakertown Borough Bucks County SERO
NOEXSW040 No Exposure Certification New Fedex Ground Pkg System Inc.
1000 Fedex Drive
Moon Township, PA 15108 		Hunker Borough Westmoreland County SWRO
NOEXSC168 PAG-03 NPDES General Permit for Industrial Stormwater Transfer Intellicor LLC
3575 Hempland Road
Lancaster, PA 17601-6912 		West Hempfield Township
Lancaster County 		SCRO
PAG030114 PAG-03 NPDES General Permit for Industrial Stormwater New Amazon Com Service LLC
P.O. Box 80842
Na Environmental Department
Seattle, WA 98108-0842 		Bensalem Township Bucks County SERO
PAG032277 PAG-03 NPDES General Permit for Industrial Stormwater New Centre Concrete Northeast
629 E Rolling Ridge Drive
P.O. Box 859
Bellefonte, PA 16823-8135 		Dunmore Borough Lackawanna County NERO
PAG033628 PAG-03 NPDES General Permit for Industrial Stormwater New Carbonlite P LLC
4030 Pottsville Pike
Reading, PA 19605-1202 		Muhlenberg Township Berks County SCRO
PAG033644 PAG-03 NPDES General Permit for Industrial Stormwater New Berks Transfer Inc.
59 Willow Creek Road
Reading, PA 19605-9204 		Ontelaunee Township Berks County SCRO
PAG036291 PAG-03 NPDES General Permit for Industrial Stormwater New Thermal Transfer Corp
50 N Linden Street
Duquesne, PA 15110-1067 		Duquesne City Allegheny County SWRO
PAG043503 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Bryan M. Pyle
2447 River Road
Bainbridge, PA 17502 		Conoy Township Lancaster County SCRO
PAG049198 PAG-04 NPDES General Permit for Small Flow Treatment Facilities Transfer Dianna & Michael Bucholtz
8695 Edinboro Road
McKean, PA 16426-1341 		Franklin Township
Erie County 		NWRO
PAG123550 PAG-12 NPDES General Permit for CAFOs Renewal Weiler Farm Partnership
350 E Mill Avenue
Myerstown, PA 17067-2404 		Jackson Township Lebanon County SCRO
PAG123577 PAG-12 NPDES General Permit for CAFOs Renewal Tuscarora Farms LLC
P.O. Box 154
Roxbury, PA 17251-0154 		Metal Township Franklin County SCRO
PAG123631 PAG-12 NPDES General Permit for CAFOs Renewal Hillside Acres Farm
335 Dotterer Road
Lenhartsville, PA 19534-9501 		Albany Township
Berks County 		SCRO
PAG123714 PAG-12 NPDES General Permit for CAFOs Renewal Mjm Pig Farm LLC
5292 Pleasant Ridge Road
Needmore, PA 17238-8944 		Belfast Township Fulton County SCRO
PAG123834 PAG-12 NPDES General Permit for CAFOs Renewal Country View
Family Farms LLC
1301 Fulling Mill Road
Suite 3000

Middletown, PA 17057-5990 		Fannett Township Franklin County SCRO
PAG123836 PAG-12 NPDES General Permit for CAFOs Renewal Hemlock Ln Farm LP
121 Hemlock Lane
Williamsburg, PA 16693-6531 		Catharine Township Blair County SCRO
PAG123838 PAG-12 NPDES General Permit for CAFOs Renewal Hillandale Gettysburg LP
3910 Oxford Road
Gettysburg, PA 17325 		Reading Township Adams County SCRO
PAG123850 PAG-12 NPDES General Permit for CAFOs Renewal Martin A Keith
1111 Forest Hill Road
Stevens, PA 17578-9680 		Clay Township Lancaster County SCRO
PAG123853 PAG-12 NPDES General Permit for CAFOs Amendment MW Smith Farm
562 Bucks Church Road
Newport, PA 17074-8240 		Buffalo Township
Perry County 		SCRO
PAG123885 PAG-12 NPDES General Permit for CAFOs Renewal Adam S Martin Jr
390 Midway Road
Bethel, PA 19507-9635 		Bethel Township
Berks County 		SCRO
PAG123911 PAG-12 NPDES General Permit for CAFOs New Arlin Weaver
201 Bullshead Road
Newville, PA 17241 		North Newton Township
Cumberland County 		SCRO
PAG124840 PAG-12 NPDES General Permit for CAFOs Renewal Country View
Family Farms LLC
1301 Fulling Mill Road
Suite 3000

Middletown, PA 17057-5990 		Beaver Township Snyder County SCRO
PAG126103 PAG-12 NPDES General Permit for CAFOs Renewal Pennwood Farms
262 Sugar Grove School Road
Berlin, PA 15530 		Brothersvalley Township
Somerset County 		SCRO
PAG126109 PAG-12 NPDES General Permit for CAFOs New Hyasota Hill Farms LLC
264 Hyasota Hill Road
Hollsopple, PA 15935-7204 		Conemaugh Township Somerset County SCRO
PAG132288 PAG-13 NPDES General Permit for MS4s Renewal Lowhill Township
Lehigh County
7000 Herber Road
New Tripoli, PA 18066-2631 		Lowhill Township Lehigh County NERO
3120403 Sewage Treatment Facilities Individual WQM Permit Transfer Cpareg LLC
401 W. Whitehall Road
State College, PA 16801 		Jackson Township Huntingdon County SCRO
4320413 Sewage Treatment Facilities Individual WQM Permit New Sarah Curry
439 District Road
Fredonia, PA 16124-1505 		Delaware Township Mercer County NWRO
5609402 Sewage Treatment Facilities Individual WQM Permit Transfer Camp Peniel Of Meyersdale Inc.
620 Main Street
Berlin, PA 15530-1346 		Greenville Township Somerset County SWRO
6320405 Sewage Treatment Facilities Individual WQM Permit New Bob Jones
1116-1132 E. National Pike Washington, PA 15301 		Amwell Township Washington County SWRO
6592405 Sewage Treatment Facilities Individual WQM Permit Transfer Eastern Gas Trans &
Storage Inc.
925 White Oaks Boulevard
Bridgeport, WV 26330-6919 		Hempfield Township Westmoreland County SWRO
PA0267210 Single Residence STP Individual NPDES Permit Transfer Cpareg LLC
401 W. Whitehall Road
State College, PA 16801 		Jackson Township Huntingdon County SCRO
PA0205737 Small Flow Treatment Facility Individual NPDES Permit Amendment, Minor Eastern Gas Trans &
Storage Inc.
925 White Oaks Boulevard
Bridgeport, WV 26330-6919 		Hempfield Township Westmoreland County SWRO
WQG018406 WQG-01 WQM General Permit Transfer Dianna & Michael Bucholtz
8695 Edinboro Road
McKean, PA 16426-1341 		Franklin Township
Erie County 		NWRO
II. Individual NPDES Permits—New, Renewal, and Major Amendment Applications and Draft Permits for Discharges Relating to Sewage, Industrial Waste, Industrial Stormwater, MS4s, Pesticides and CAFOs.

 Northcentral Regional Office

 PA0043419, Sewage, SIC Code 4952, Coudersport Area Municipal Authority, 201 S West Street, Coudersport, PA 16915-1047. Facility Name: Coudersport Area Municipal Authority Wastewater Treatment Plant. This existing facility is located in Coudersport Borough, Potter 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), Allegheny River (CWF), is located in State Water Plan watershed 16-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 0.95 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Daily
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0
Inst Min 		XXX XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		195 315 XXX 25.0 40.0 50
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent 		Report Report
Daily Max 		XXX Report XXX XXX
Total Suspended Solids 235 355 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
Ultraviolet light transmittance (%) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 190 285 XXX 24.0 36.0 48
 May 1 - Oct 31 60 95 XXX 8.0 12.0 16
Copper, Total (ug/L) 0.19 0.29
Daily Max 		XXX 23.8 37.1
Daily Max 		59.5
Total Nitrogen Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX
Total Phosphorus Report
Annl Avg 		XXX XXX Report
Annl Avg 		XXX XXX

 Sludge use and disposal description and location(s): Dried sludge is hauled to the McKean County Landfill.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is not in effect.

 PA0209694, Sewage, SIC Code 4952, James Sherwood, 3995 Route 414, Canton, PA 17724-7508. Facility Name: Sherwood Retirement & Personal Care Home. This existing facility is located in Canton Township, Bradford County.

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

 The receiving stream(s), Alba Creek (CWF), is located in State Water Plan watershed 4-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 .003 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX Report
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 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 XXX XXX XXX Report
Semi Avg 		XXX Report
Total Nitrogen Report
Annl Avg 		Report
Total
Annual 		XXX Report
Annl Avg 		XXX XXX
Total Phosphorus Report
Annl Avg 		Report
Total
Annual 		XXX Report
Annl Avg 		XXX XXX

 Sludge use and disposal description and location(s): Landfill.

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

 • Other Requirements

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

 PA0228931, Sewage, SIC Code 6514, Kathy Weaver & Robert Martin, 2495 Valley View Road, Bellefonte, PA 16823-8849. Facility Name: Kathy D Weaver & Robert L Martin Single Residence Sewage Treatment Plant (SRSTP). This existing facility is located in Benner Township, Centre County.

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

 The receiving stream(s), Unnamed Tributary of Buffalo Run (HQ-CWF), is located in State Water Plan watershed 9-C and is classified for High Quality Waters—Cold Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200
Geo Mean 		XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0

 Sludge use and disposal description and location(s): septage hauler.

 You may make an appointment to review the DEP files on this case by calling the File Review Coordinator at 570-327-3693.

 The EPA Waiver is in effect.

 Northeast Regional Office

 PA0064211, Sewage, SIC Code 4952, Schuylkill Valley Sewer Authority, P.O. Box 53, Cumbola, PA 17930-0053. Facility Name: Schuylkill Valley Sewer Authority WWTP. This existing facility is located in Blythe Township, Schuylkill 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), Schuylkill River (CWF, MF), is located in State Water Plan watershed 3-A and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of .55 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Dissolved Oxygen XXX XXX Report
Inst Min 		XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 80.5 Report XXX 17.5 35.0 35.0
Cadmium, Total Report Report XXX Report Report XXX
Copper, Total Report Report XXX Report Report XXX
Silver, Total Report Report XXX Report Report XXX
3,3-Dichlorobenzidine Report Report XXX Report Report XXX
Toxaphene Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of .55 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Dissolved Oxygen XXX XXX 3.0
Inst Min 		XXX XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 53.2 Report XXX 11.6 23.2 29.0
Cadmium, Total (ug/L) 0.005 0.008 XXX 1.13 1.76 2.82
Copper, Total (ug/L) 0.12 0.16 XXX 25.8 34.8 64.6
Silver, Total (ug/L) 0.033 0.052 XXX 7.2 11.2 18.0
3,3-Dichlorobenzidine (ug/L) 0.003 0.004 XXX 0.55 0.86 1.38
Toxaphene 0.000005 0.000007 XXX 0.001 0.002 0.002

 The proposed effluent limits for Outfall 001 are based on a design flow of .55 MGD.—Limits.

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

 The proposed effluent limits for Outfall 001 are based on a design flow of .55 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Instantaneous
Minimum 		Average Monthly Weekly
Average 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Residual Chlorine (TRC) XXX XXX XXX 0.50 XXX 1.17
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		115  184 XXX 25.0 40.0 50.0
BOD5 Minimum % Removal (%) 85
Min Mo Avg 		XXX XXX XXX XXX XXX
Total Suspended Solids 139  208 XXX 30.0 45.0 60.0
Minimum % Removal (%) 85
Min Mo Avg 		XXX XXX XXX XXX XXX
Total Dissolved Solids Report Report
Daily Max 		XXX 1,000.0 2000.0
Daily Max 		2,500.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000
Geo Mean 		XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Ultraviolet light intensity (µw/cm2) XXX XXX Report XXX XXX XXX
Ammonia-Nitrogen
 Nov 1 - Apr 30 Report Report
Daily Max 		XXX Report Report
Daily Max 		XXX
Aluminum, Total Report Report
Daily Max 		XXX 0.750 1.500
Daily Max 		1.875
Iron, Total Report Report
Daily Max 		XXX 1.500 3.000
Daily Max 		3.750
Lead, Total (ug/L) Report Report
Daily Max 		XXX Report Report
Daily Max 		XXX
Manganese, Total Report Report
Daily Max 		XXX 1.000 2.000
Daily Max 		2.500
Zinc, Total Report Report
Daily Max 		XXX Report Report
Daily Max 		XXX
Bis(2-Ethylhexyl) Phthalate (ug/L) Report Report
Daily Max 		XXX Report Report
Daily Max 		XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD)
 Raw Sewage Influent 		Report Report XXX XXX XXX XXX
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report Report XXX Report Report XXX
Total Suspended Solids
 Raw Sewage Influent 		Report Report XXX Report Report XXX
Iron, Total
 Raw Sewage Influent 		Report Report XXX Report Report XXX
Manganese, Total
 Raw Sewage Influent 		Report Report XXX Report Report XXX

 The proposed effluent limits for Outfall 102 are based on a design flow of NA (Internal Monitoring Point) MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD)
Industrial Influent 		Report Report XXX XXX XXX XXX
pH (S.U.)
 Industrial Influent 		XXX XXX Report
Inst Min 		XXX XXX Report
Specific Conductance (µmhos/cm)
 Industrial Influent 		XXX XXX XXX Report Report XXX
Biochemical Oxygen
 Demand (BOD5)
 Industrial Influent 		Report Report XXX Report Report XXX
Total Suspended Solids
 Industrial Influent 		Report Report XXX Report Report XXX
Aluminum, Total
 Industrial Influent 		Report Report XXX Report Report XXX
Cadmium, Total
 Industrial Influent 		Report Report XXX Report Report XXX
Iron, Total
 Industrial Influent 		Report Report XXX Report Report XXX
Manganese, Total
 Industrial Influent 		Report Report XXX Report Report XXX
Silver, Total
 Industrial Influent 		Report Report XXX Report Report XXX
3,3-Dichlorobenzidine
 Industrial Influent 		Report Report XXX Report Report XXX
PCBs, Total
 Industrial Influent 		Report Report XXX Report Report XXX
Toxaphene
 Industrial Influent 		Report Report XXX Report Report XXX

 Sludge use and disposal description and location(s): Sludge is hauled off-site for land application by Synagro.

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

 • Stormwater Prohibition; Necessary Property Rights; Residuals Management; Chlorine Minimization; WQM Permit Application requirement (unbuilt sludge drying beds); Changes to Effluent/Stream Quality; Pollutant Group Analysis upon Department request; Schedule of Compliance (Dissolved Oxygen and Ammonia-N); Solids Management; Water Quality-Based Effluent Limitations for Toxic Pollutants; WQBELs Below Quantitation Limits

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

 The EPA Waiver is in effect.

 

 Southcentral Regional Office

 PA0267287, Sewage, SIC Code 1521, Christopher & Carol Emswiler, 1992 Alpine Road, York, PA 17406-7030. Facility Name: Emswiler Res. This proposed facility is located in Springettsbury Township, York County.

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

 The receiving stream(s), Unnamed Tributary to Kreutz Creek (WWF, MF), 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 .0004 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Annual
Average 		Maximum IMAX
Flow (GPD) Report
Annl Avg 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 5.0
Inst Min 		XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 10.0 XXX 20.0
Total Suspended Solids XXX XXX XXX 10.0 XXX 20.0
Fecal Coliform (No./100 ml) XXX XXX XXX 200 XXX XXX

 Sludge use and disposal description and location(s): Outfall 001.

 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.

 

 Southeast Regional Office

 PA0027103, Sewage, SIC Code 4952, Delcora, 100 East Fifth Street, Chester, PA 19016-0999. Facility Name: Delcora STP. This existing facility is located in Chester City, Delaware County.

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

 The receiving streams, Delaware River (WWF, MF), Ridley Creek (WWF, MF), and Chester Creek (WWF, MF), are located in State Water Plan watershed 3-G and is classified for Migratory Fishes, Warm 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 44 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Inst Min 		XXX XXX 9.0
Dissolved Oxygen XXX XXX 4.0
Inst Min 		XXX XXX XXX
Total Residual Chlorine (TRC) XXX XXX XXX 0.5 XXX 1.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		7,000 10,500 XXX 19.0 29.0
Wkly Avg 		38
Biochemical Oxygen
 Demand (BOD5)
 Raw Sewage Influent 		Report XXX XXX Report XXX XXX
CBOD5 Minimum % Removal (%)
XXX XXX XXX 89.25
Min Mo Avg 		XXX XXX
Total Suspended Solids 11,000 16,500 XXX 30.0 45.0
Wkly Avg 		60
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Dissolved Solids XXX XXX XXX 1,000.0 2000.0 2,500
Oil and Grease 5,500 XXX XXX 15 XXX 30
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000*
 May 1 - Sep 30 XXX XXX XXX 200
Geo Mean 		XXX 1,000
Total Nitrogen XXX XXX XXX Report XXX XXX
Ammonia-Nitrogen
 Oct 1 - Apr 30 8,440 XXX XXX 23.0 XXX 46
 May 1 - Sep 30 5,500 XXX XXX 15.0 XXX 30
Nitrate as N XXX XXX XXX Report XXX XXX
Nitrite an N XXX XXX XXX Report XXX XXX
Total Kjeldahl Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus XXX XXX XXX Report XXX XXX
Cadmium, Total XXX XXX XXX Report XXX XXX
Copper, Total XXX XXX XXX Report XXX XXX
Cyanide, Free XXX XXX XXX Report XXX XXX
Cyanide, Total XXX XXX XXX Report XXX XXX
Lead, Total XXX XXX XXX Report XXX XXX
Sulfate, Total XXX XXX XXX Report XXX XXX
Zinc, Total XXX XXX XXX Report XXX XXX
Chloride XXX XXX XXX Report XXX XXX
Bromide XXX XXX XXX Report XXX XXX
Chlorodibromomethane XXX XXX XXX Report XXX XXX
Dichlorobromomethane XXX XXX XXX Report XXX XXX

 *shall not exceed in more than 10% of samples

 The proposed effluent limits for Outfall 001 are based on a design flow of 44 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Daily
Maximum 		IMAX
PCBs Dry Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX
PCBs Wet Weather Analysis (pg/L) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 001 are based on a design flow of 44 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Weekly
Average 		Minimum Average Monthly Daily
Maximum 		IMAX
Toxicity, Acute -
 Ceriodaphnia Survival (TUa) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Ceriodaphnia Survival (TUc) 		XXX XXX XXX XXX 5.5 XXX
Toxicity, Chronic -
 Ceriodaphnia Reproduction (TUc) 		XXX XXX XXX XXX 5.5 XXX
Toxicity, Acute -
 Pimephales Survival (TUa) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Survival (TUc) 		XXX XXX XXX XXX Report XXX
Toxicity, Chronic -
 Pimephales Growth (TUc) 		XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 028 are based on an average stormwater flow—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Monthly Daily
Maximum 		IMAX
pH (S.U.) XXX XXX XXX XXX Report XXX
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand (COD) XXX XXX XXX XXX Report XXX
Total Suspended Solids XXX XXX XXX XXX Report XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Phosphorus XXX XXX XXX XXX Report XXX
Iron, Dissolved XXX XXX XXX XXX Report XXX

 Stormwater Outfalls 029—031 are not required to be monitored.

 Sludge use and disposal description and locations: Waste solids and biosolids are consolidated via belt filter presses and incinerated. Incinerated solids are disposed via following landfills; Cumberland County Landfill, Interstate Waste Services Mostoller Landfill Inc., Western Berks Community Landfill and Recycling Center, A & M Composting.

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Chlorine Optimization

 E. Operator Notification

 F. TMDL/WLA Data

 G. Treatment for Peak Design Flow

 H. Raw Sewage Pump Station Overflow

 I. TDS Condition

 J. Fecal Coliform Requirement

 K. Wastewater from Natural Gas Process

 L. CSO Reopener

 M. DO limit exemption

 N. Combined Sewer Overflows

 O. Pretreatment Program Implementation

 P. Solids Management

 Q. WET Testing

 R. Requirements for Stormwater Outfalls

 S. PCBs Requirement

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

 The EPA Waiver is not in effect.

 Southwest Regional Office

 PA0253065, Sewage, SIC Code 6514, Carol Brode, 1000 Small Road, Jeannette, PA 15644-4715. Facility Name: Brode SRSTP. This existing facility is located in Penn Township, Westmoreland County.

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

 The receiving stream, Unnamed Tributary to Bushy Run (TSF), is located in State Water Plan watershed 19-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Semi-Annual
Average 		Average Weekly Instant. Minimum Semi-Annual
Average 		Maximum IMAX
Flow (MGD) 0.0004 XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25.0 XXX 50.0
Total Suspended Solids XXX XXX XXX 30.0 XXX 60.0
Fecal Coliform (No./100 ml)
 Oct 1 - Apr 30 XXX XXX XXX 2,000 XXX 10,000
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1,000

 Sludge use and disposal description and location(s): Sludge will be removed by a certified septic tank pumping contractor and disposed of at a DEP certified facility.

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

 The EPA Waiver is in effect.

 PA0255742, Sewage, SIC Code 8800, Susan C. Troisi, 3031 Baker School Road, Irwin, PA 15642-9788. Facility Name: Troisi SRSTP. This proposed facility is located in North Huntingdon Township, Westmoreland County.

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

 The receiving stream, Unnamed Tributary to Brush Creek (TSF), is located in State Water Plan watershed 19-A and is classified for Trout Stocking, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Annual
Average 		Average Weekly Instant. Minimum Annual
Average 		Maximum IMAX
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 XXX

 Sludge use and disposal description and location(s): Sludge will be removed by a certified septic tank pumping contractor and disposed of at a DEP certified facility.

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

 The EPA Waiver is in effect.

 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 existing discharges of treated industrial waste and storm water. This is a revision to draft limits published on August 4, 2018.

 The receiving streams, Unnamed Tributary to Two Lick Creek (CWF), Unnamed Tributary of Blacklick Creek (CWF), Blacklick Creek (TSF), Two Lick Creek (TSF), Unnamed Tributary of Two Lick Creek (CWF), Unnamed Tributary to Blacklick Creek (CWF), Cherry Run (CWF), and Unnamed Tributary to Muddy Run (CWF), 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 discharges are 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 		IMAX
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
Free Available Chlorine XXX XXX XXX 0.2
Annl Avg 		0.5 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 9,869
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Chromium, Total XXX XXX XXX 0.2
Annl Avg 		0.2 XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX 19,739
Total
Annual 		XXX XXX XXX XXX
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 13,159
Total
Annual 		XXX XXX XXX XXX
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
Zinc, Total XXX XXX XXX 1.0
Annl Avg 		1.0 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 		IMAX
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
Free Available Chlorine XXX XXX XXX 0.2
Annl Avg 		0.5 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 9,869
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Chromium, Total XXX XXX XXX 0.2
Annl Avg 		0.2 XXX
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX 19,739
Total
Annual 		XXX XXX XXX XXX
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 13,159
Total
Annual 		XXX XXX XXX XXX
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
Zinc, Total XXX XXX XXX 1.0
Annl Avg 		1.0 XXX

 The proposed effluent limits for Internal Monitoring Point 101 are based on a design flow of 0.62—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Daily
Maximum 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 XXX
Arsenic, Total XXX XXX XXX 0.008 0.011 XXX
Iron, Dissolved XXX XXX XXX 2.0 4.0 XXX
Manganese, Total XXX XXX XXX 2.0 4.0 XXX
Mercury, Total (ng/L) XXX XXX XXX 356.0 788.0 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 		Minimum Average Monthly Maximum IMAX
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 		IMAX
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 Outfall 006 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Annual 		Minimum Average Monthly Maximum IMAX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Precipitation (inches) XXX Report XXX XXX XXX XXX
Total Precipitation (inches) XXX Report
Total Monthly 		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 Outfall 006 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Annual 		Minimum Average Monthly Maximum IMAX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
Total Precipitation (inches) XXX Report XXX XXX XXX XXX
Total Precipitation (inches) XXX Report
Total Monthly 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX 6,326 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 12,653 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 8,438 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 Total
Semi-Annual 		Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Total Nitrogen 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 XXX Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX Report
Total
Annual 		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.—Limits.

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

 The proposed effluent limits for Outfall 013 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 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX 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
Total
Annual 		XXX XXX XXX 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
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 013 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 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX Report Report XXX
Total Dissolved Solids XXX XXX XXX Report Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX 2,117
Total
Annual 		XXX XXX XXX 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 4,235
Total
Annual 		XXX XXX XXX 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 2,823
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Internal Monitoring Points 213, 613, and 813 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 		IMAX
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Manganese, Total XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 017 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Semi-Annual 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 018 are based on a design flow of 2.14 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 70.0 XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30.0
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX 914
Total
Annual 		XXX XXX XXX XXX
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 1,828
Total
Annual 		XXX XXX XXX XXX
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 1,218
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Thallium, Total XXX XXX XXX 0.002 0.002 XXX

 The proposed effluent limits for Outfall 019 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Semi-Annual 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 021 are for variable storm water discharges.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Semi-Annual 		Minimum Average Monthly Maximum IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 021 are for variable storm water discharges.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Semi-Annual 		Minimum Average Monthly Maximum IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Total Aluminum (Total Load, lbs) XXX 192
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX 383
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX 256
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

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

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Semi-Annual 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 023 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 35.0 70.0 90.0
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX Report Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
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
Total
Annual 		XXX XXX XXX 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
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 025 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Semi-Annual 		Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) XXX Report
Daily Max 		XXX XXX XXX XXX
Total Flow (Total Volume, Mgal) XXX Report
Total
Annual 		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 XXX XXX XXX XXX Report XXX
Total Nitrogen XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX XXX Report XXX
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Iron, Total XXX XXX XXX XXX Report XXX
Total Iron (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Manganese, Total XXX XXX XXX XXX Report XXX
Total Manganese (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Annual 		Minimum Average Monthly Maximum IMAX
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 Outfall 027 are based on a design flow of 0.14 MGD.—Interim Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25.0 50.0 XXX
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 30.0
Nitrate-Nitrite as N 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
Arsenic, Total XXX XXX XXX Report Report XXX
Beryllium, Total XXX XXX XXX 0.8 1.6 XXX
Boron, Total XXX XXX XXX Report Report XXX
Cyanide, Free XXX XXX XXX Report Report XXX
Iron, Total XXX XXX XXX Report Report XXX
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Lead, Total XXX XXX XXX 0.1 0.2 XXX
Manganese, Total XXX XXX XXX Report Report XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Mercury, Total (ng/L) XXX XXX XXX Report Report XXX
Selenium, Total XXX XXX XXX 0.8 1.6 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report Report XXX
MBAS XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total
Annual 		Minimum Average Monthly Maximum IMAX
Total Aluminum (Total Load, lbs) XXX 4,045 XXX XXX XXX XXX
Total Iron (Total Load, lbs) XXX 8,091 XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX 5,395 XXX XXX XXX XXX

 The proposed effluent limits for Outfall 027 are based on a design flow of 0.14 MGD.—Final Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX XXX 110
Carbonaceous Biochemical
 Oxygen Demand (CBOD5) 		XXX XXX XXX 25.0 50.0 XXX
Total Suspended Solids XXX XXX XXX 30.0 100.0 XXX
Total Dissolved Solids XXX XXX XXX 149.0 306.0 XXX
Osmotic Pressure (mOs/kg) XXX XXX XXX Report Report XXX
Oil and Grease XXX XXX XXX 15.0 20.0 30.0
Nitrate-Nitrite as N XXX XXX XXX 1.2 2.0 XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report XXX XXX XXX XXX
Arsenic, Total XXX XXX XXX Report 0.005 XXX
Beryllium, Total XXX XXX XXX 0.8 1.6 XXX
Boron, Total XXX XXX XXX 217.0 339.0 542.5
Cyanide, Free XXX XXX XXX 0.59 0.92 1.48
Iron, Total XXX XXX XXX 1.5 3.0 3.75
Total Iron (Total Load, lbs) XXX Report XXX XXX XXX XXX
Lead, Total XXX XXX XXX 0.1 0.2 XXX
Manganese, Total XXX XXX XXX 1.0 2.0 2.5
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX
Mercury, Total (ng/L) XXX XXX XXX 10.0 23.0 XXX
Selenium, Total XXX XXX XXX Report 0.010 XXX
Sulfate, Total XXX XXX XXX Report Report XXX
Chloride XXX XXX XXX Report Report XXX
Bromide XXX XXX XXX Report 0.2 XXX
MBAS XXX XXX XXX Report Report XXX

 The proposed effluent limits for Outfall 029 are for variable storm water discharges.—Limits.

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

 The proposed effluent limits for Outfall 030 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
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
Total
Annual 		XXX XXX XXX XXX
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
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 The proposed effluent limits for Outfall 032 are for variable storm water discharges.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Total Monthly Instant. Minimum Average Monthly Daily
Maximum 		IMAX
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Total Suspended Solids XXX XXX XXX 30.0 60.0 XXX
Oil and Grease XXX XXX XXX XXX Report XXX
Aluminum, Total XXX XXX XXX 0.75 0.75 0.75
Total Aluminum (Total Load, lbs) XXX Report
Total
Annual 		XXX XXX XXX XXX
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
Total
Annual 		XXX XXX XXX XXX
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
Total
Annual 		XXX XXX XXX XXX
Total Manganese (Total Load, lbs) XXX Report XXX XXX XXX XXX

 In addition, the permit contains the following major special conditions: reporting requirements for emergency overflows; a schedule of compliance for new water quality limits at Outfalls 001 and 027; a schedule of compliance for Total Maximum Daily Load limits; requirements for TMDL implementation; 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 814-332-6078.

 The EPA Waiver is not in effect.

 Northwest Regional Office

 PA0100510, Industrial, SIC Code 3341, Greenville Metals, Inc., 99 Crestview Drive Extension, Transfer, PA 16154-2317. Facility Name: Greenville Metals. This existing facility is located in Pymatuning Township, Mercer 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), Shenango River, is located in State Water Plan watershed 20-A and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.029 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Average Weekly Minimum Average Quarterly Maximum IMAX
Flow (MGD) Report
Avg Mo 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0
Daily Max 		XXX
Total Suspended Solids XXX XXX XXX 30
Avg Mo 		XXX 75
Iron, Total XXX XXX XXX 3.5
Avg Mo 		XXX 8.8
Copper, Total Report XXX XXX Report XXX XXX
Silver, Total Report XXX XXX Report XXX XXX
Thallium, Total Report XXX XXX Report XXX XXX
Nickel, Total Report XXX XXX Report XXX 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 Maximum IMAX
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0
Daily Max 		XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 0.012 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Quarterly Average Weekly Minimum Average Monthly Maximum IMAX
Flow (MGD) Report
Avg Mo 		XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0
Daily Min 		XXX 9.0
Daily Max 		XXX
Total Suspended Solids XXX XXX XXX 30 XXX 75
Iron, Total XXX XXX XXX 3.5 XXX 8.8
Thallium, Total Report XXX XXX Report
Avg Qrtly 		XXX XXX
Nickel, Total Report XXX XXX Report
Avg Qrtly 		XXX XXX

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

 The EPA Waiver is in effect.

 Southcentral Regional Office

 PA0087769, Industrial, SIC Code 4922, Texas Eastern Trans LP, 5400 Westheimer Court, Houston, TX 77056-5353. Facility Name: Shermans Dale Compressor Station. This existing facility is located in Carroll Township, Perry County.

 Description of Existing Activity: The application is for a renewal of an NPDES permit for an existing discharge of treated industrial waste (from a groundwater remediation system).

 The receiving stream(s), Unnamed Tributary to Sherman Creek (WWF, MF), is located in State Water Plan watershed 7-A 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 .0576 MGD.—Limits.

Mass Units (lbs/day) Concentrations (mg/L)
Parameters Average Monthly Average Weekly Minimum Average Quarterly Daily
Maximum 		IMAX
Flow (MGD) Report
Avg Qrtly 		Report
Daily Max 		XXX XXX XXX XXX
PCBs, Total (ug/L) XXX XXX XXX 0.0008 0.001 0.002

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

 • WQBELs Below Quantitation Limits. Total PCBs, Quantitation Limit = 0.5 ug/L

 • Groundwater Cleanup. The discharge and cleanup operation from Outfall 001 at Wielga is part of the overall groundwater remediation project covered by the 1991 Consent Order and Adjudication (COA) and shall continue in accordance with the permittee's obligation under the existing COA.

 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.

III. Individual NPDES Permit Applications for Discharges of Stormwater Associated with Construction Activity.
Application Number Application Type Applicant Name & Address Municipality, County Office
PAD510010 A-4 New City of Philadelphia Division of Aviation (DOA)
Planning and Environmental Services
PHL Terminal D
Third Floor
Philadelphia, PA 19153 		City of Philadelphia Philadelphia County SERO, Waterways and Wetlands Program
2 E. Main Street
Norristown, PA 19401-4915
(484) 250-5900
PAD090069 New JLM Real Estate
Investments, LLC
P.O. Box 472
950 East Main Street
Schuylkill Haven, PA 17972-0472 		Nockamixon Township Bucks County SERO, Waterways and Wetlands Program
2 E. Main Street
Norristown, PA 19401-4915
(484) 250-5900
PAD480137 New Wakeel Rahman
NP Forks Township
Industrial LLC
12977 N. Outer 40 Road
Suite 203
St. Lois, MO 63141 		Forks Township Northampton County NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD130030 New Albrightsville DG, LLC
c/o Kirk Farrelly
361 Summit Blvd
Birmingham, AL 35243 		Penn Forest Township Carbon County NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD390165 New Darvin N. Martin
8245 Holbens Valley Road
New Tripoli, PA 18066 		Weisenberg Township Lehigh County NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD480143 New LVTC II Owner, LLC
Matthew Nunn
300 Conshohocken State Rd
Ste 250

West Conshohocken, PA 19428 		Lower Nazareth Township
Northampton County 		NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD450129 New West End Fire Company of Brodheadsville
128 Route 715
Brodheadsville, PA 18322 		Chestnuthill Township, Monroe County NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD450126 New PA Game Commission
Northeast Regional Office
3917 Memorial Highway
Dallas, PA 18612-9214 		Jackson Township Monroe County NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD450127 New Lindenmere Sports Arts
Center LLC
Route 715, Box 160A
Henryville, PA 18332 		Pocono Township Monroe County NERO, Waterways & Wetlands Program
2 Public Square
Wilkes-Barre, PA 18701
570.826.2511
PAD670035 A-2 Amendment PennDOT Engineering
District 8-0
2140 Herr Street
Harrisburg, PA 17103 		City of York Spring Garden Township Springettsbury Township
York County 		SCRO, Waterways & Wetlands Program
909 Elmerton Avenue
Harrisburg, PA 17110
717.705.4802
PAD410012 New Lycoming County Dept of
Public Safety
SR 322 Section B04 B05
Potter Mills, PA 16875 		Piatt Twp
Lycoming County 		NCRO
PAD190005 New Benton Foundry, Inc.
5297 SR 487
Benton, PA 17814 		Sugarloaf Twp Columbia County NCRO
PAD360048 A-1 Major Amendment State Road Investors LLC
2456 Noll Drive
Lancaster, PA 17603 		East Hempfield Township
Lancaster County 		Regional Permit Coordination Office (RPCO)
Rachel Carson State
Office Building
400 Market Street
Harrisburg, PA 17101
Email: RA-EPREGIONAL
PERMIT@pa.gov


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