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PA Bulletin, Doc. No. 13-958

NOTICES

DEPARTMENT OF ENVIRONMENTAL PROTECTION

Applications, Actions and Special Notices

APPLICATIONS

[43 Pa.B. 2859]
[Saturday, May 25, 2013]

THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION 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?
PA0036463
Minor Industrial Waste 		OMNOVA Solutions Auburn Plant
95 Hickory Drive
Auburn, PA 17922
Schuylkill County
West Brunswick Township 		Unnamed Tributary to Schuylkill River
(3-A) 		Y
PAS902202
(Storm Water) 		Lehigh County Authority Pretreatment Plant
7676 Industrial Boulevard
Allentown, PA 18106
Lehigh County
Upper Macungie Township 		Iron Run
(2-C) 		Y
 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?
PA0087904—IW Roaring Spring Water, A Division of Blank Book Co., Inc.
740 Spang Street
Roaring Spring, PA 16673
Blair County / Roaring Spring Borough Halter Creek / 11-A Y
PA0247031—CAFO Keystone Dairy Ventures, LLC
324 Balance Meeting Road
Peach Bottom, PA 17563
Lancaster County / Little Britain Township Conowingo Creek / 7-K Y
 Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745
NPDES No.
(Type) 		Facility Name &
Address 		County & Municipality Stream Name
(Watershed #) 		EPA Waived Y/N
PA0002879 Industrial Waste Union Electric Steel Corp
31 Union Electric Road
Burgettstown, PA 15021-0151
Washington County
Smith Township
UNT of Burgetts Fork Y
PA0001228
Industrial Waste 		Curtiss Wright Electro
Mechanical Corp
1000 Wright Way
Cheswick, PA 15024-1300
Allegheny County
Harmar Township 		Tawney Run & UNT to Allegheny River Y
PA0219266
Sewage 		Colonial Jt Sew Auth
924 Grindstone Road
US 40 W
Grindstone, PA 15442
Fayette County
Jefferson Township
Redstone Creek Y
PA0253324
Sewage 		N Amer Med Ctrs Inc
PO Box 680
Brockway, PA 15824
Indiana County
Armstrong Township
Cheese Run Y
PA0042749
Sewage 		Jenner Area Jt Sew Auth
176 Yula Blvd
Boswell, PA 15531
Somerset County
Boswell Boro 		Quemahoning Creek Y
PA0035483
Sewage 		Camp Albryoca
2801 Greenville Road
Meyersdale, PA 15552
Somerset County
Greenville Township 		UNT to Little Piney Creek Y
 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?
PA0210404
(Sewage) 		Melvin J Wachob SFTF
4916 Glen Hazel Road
Wilcox, PA 15870
Elk County
Jones Township 		Unnamed Tributary to East Branch Clarion River
(17-A) 		Y
PA0210781
(Sewage)
Hazel Hurst WWTP
22 Park Road
Hazel Hurst, PA 16733
McKean County
Hamlin Township
Marvin Creek
(16-C) 		Y
PA0222585
(Sewage)
Brokenstraw Valley Area
Authority STP
770 Rouse Avenue
Youngsville, PA 16371
Warren County
Pleasant Township
Allegheny River
(16-B) 		Y
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

 PA0050393 A-1, Sewage, SIC Code 4952, Worcester Township, 1721 Valley Forge Road, Worcester, PA 19490-0767. Facility Name: Valley Green STP. This existing facility is located in Worcester Township, Montgomery County.

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

 The receiving stream(s), Zacharias Creek, is located in State Water Plan watershed 3-E 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 0.13 MGD before the expansion of the plant and 0.22 MGD after the expansion of the plant.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		Instant.
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 XXX 9.0
Dissolved Oxygen XXX XXX 6.0 XXX XXX XXX
CBOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
 (Interim) 11.0 16.00 XXX 10.0 15.0 20.0
 (Final) 18.3 27.5 XXX 10.0 15.0 20.0
BOD5
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report XXX XXX Report XXX XXX
Total Suspended Solids
 (Interim) 21.7 32.5 XXX 20.0 30.0 40.0
 (Final) 29 44 XXX 16 24 32
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 200   
Geo Mean 		XXX 1,000
Nitrate-Nitrite as N XXX XXX XXX Report Report Report
Ammonia-Nitrogen
 (Interim) 2.2 3.3 XXX 2.0 3.0 4.0
 (Final) 3.7 5.5 XXX 2.0 3.0 4.0
Total Phosphorus
 (Interim) 0.66 XXX XXX 0.61 XXX 1.0
 (Final) 1.1 XXX XXX 0.61 XXX 1.0
UV Dosage (mjoules/cm2) XXX XXX Report
Min 		XXX XXX XXX

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

 A. No Stormwater

 B. Acquire Necessary Property Rights

 C. Proper Sludge Disposal

 D. Operator Notification

 E. Small Stream Discharge

 F. Fecal Coliform Reporting

 G. Laboratory Certification

 H. I&I 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 in effect.

 PA0012769, Industrial Waste, SIC Code 2821, Rohm & Haas Chemicals LLC, 200 Route 413, Bristol, PA 19007. Facility Name: Rohm & Haas Bristol Facility. This existing facility is located in Bristol Township, Bucks 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), Delaware River, Mill Creek, Hog Run Creek, Otter Creek and Unnamed Tributary to Delaware River, is located in State Water Plan watershed 2-E and is classified for Warm Water Fishes, 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 003 are based on a design flow of 0.515 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX 110 XXX
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 008 are based on a design flow of 0.529 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Instant.
Minimum 		Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Temperature (°F) XXX XXX XXX XXX 110 XXX
Total Suspended Solids XXX XXX XXX 30 60 75
Total Dissolved Solids XXX XXX XXX 1,000 2,000 2500
Total Zinc XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 009 are based on a design flow of 1.716 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
BOD5 343 916 XXX 24 64 80
BOD5
 Influent XXX XXX Report XXX XXX XXX
CBOD20 386 XXX XXX XXX XXX XXX
BOD5 % Removal (%)
 Percent Removal (Minimum) XXX XXX XXX 88.5 XXX XXX
Total Suspended Solids
 Influent XXX XXX Report XXX XXX XXX
Total Suspended Solids 572 1,860 XXX 40 130 162
TSS % Removal (%)
 Percent Removal (minimum) XXX XXX XXX 85 XXX XXX
Total Dissolved Solids Report Report XXX 1,000 2,000 2500
Ammonia-Nitrogen 500 XXX XXX 35 XXX 70
Total Chromium 15.866 39.643 XXX 1.110 2.770 3.463
Total Copper 20.752 48.373 XXX 1.450 3.380 3.625
Total Cyanide 6.011 17.174 XXX 0.420 1.200 1.500
Total Lead 4.580 9.875 XXX 0.320 0.690 0.800
Total Nickel 24.186 56.960 XXX 1.690 3.980 4.225
Total Zinc 15.027 37.353 XXX 1.05 2.61 3.26
2-Chlorophenol 0.444 1.403 XXX 0.031 0.098 0.123
2,4-Dichlorophenol 0.558 1.603 XXX 0.039 0.112 0.140
2,4-Dimethylphenol 0.258 0.515 XXX 0.018 0.036 0.045
Fluorene 0.315 0.844 XXX 0.022 0.059 0.074
2,4-Dinitrophenol 1.016 1.760 XXX 0.071 0.123 0.178
2,4-Dinitrotoluene 1.617 4.079 XXX 0.113 0.285 0.356
2,6-Dinitrotoluene 3.654 9.174 XXX 0.255 0.641 0.801
4,6-dinitro-o-cresol 1.116 3.964 XXX 0.078 0.277 0.346
2-Nitrophenol 0.587 0.987 XXX 0.041 0.069 0.103
4-Nitrophenol 1.030 1.775 XXX 0.072 0.124 0.180
Phenol 0.215 0.372 XXX 0.015 0.026 0.038
Acenaphthene 0.315 0.844 XXX 0.022 0.059 0.074
Acenaphthylene 0.315 0.844 XXX 0.022 0.059 0.074
Acrylonitrile 1.374 3.463 XXX 0.096 0.242 0.302
Anthracene 0.315 0.844 XXX 0.022 0.059 0.074
Chlorobenzene 0.214 0.400 XXX 0.015 0.028 0.038
1,2-Dichlorobenzene 1.102 2.333 XXX 0.077 0.163 0.193
1,3-Dichlorobenzene 0.444 0.630 XXX 0.031 0.044 0.078
1,4-Dichlorobenzene 0.215 0.401 XXX 0.015 0.028 0.038
1,3-Dichloropropylene 0.415 0.630 XXX 0.029 0.044 0.073
1,2,4-Trichlorobenzene 0.973 2.00 XXX 0.068 0.140 0.170
Ethylbenzene 0.458 1.546 XXX 0.032 0.108 0.135
Hexachlorobenzene 0.214 0.400 XXX 0.015 0.028 0.038
Nitrobenzene 0.386 0.973 XXX 0.027 0.068 0.085
Benzene 0.530 1.946 XXX 0.037 0.136 0.170
Benzo(a)Anthracene 0.315 0.844 XXX 0.022 0.059 0.074
Benzo(a)Pyrene 0.329 0.873 XXX 0.023 0.061 0.076
Benzo(k)Fluoranthene 0.315 0.844 XXX 0.022 0.059 0.074
3,4-Benzofluoranthene 0.329 0.873 XXX 0.023 0.061 0.076
Bromoform XXX Report XXX XXX Report XXX
Carbon Tetrachloride 0.258 0.544 XXX 0.018 0.038 0.045
Chlorodibromomethane XXX Report XXX XXX Report XXX
Chloroethane 1.488 3.835 XXX 0.104 0.268 0.335
1,1,1-Trichloroethane 0.300 0.774 XXX 0.021 0.054 0.068
1,1,2-Trichloroethane 0.300 0.774 XXX 0.021 0.054 0.068
1,1-Dichloroethane 0.315 0.844 XXX 0.022 0.059 0.074
1,2-Dichloroethane 0.973 3.02 XXX 0.068 0.211 0.264
1,2-Dichloropropane 2.190 3.292 XXX 0.153 0.230 0.383
Dichlorobromomethane XXX Report XXX XXX Report XXX
Bis(2-Ethylhexyl)Phthalate 1.474 3.993 XXX 0.103 0.279 0.349
Chloroform 0.300 0.658 XXX 0.021 0.046 0.053
Chrysene 0.315 0.844 XXX 0.022 0.059 0.074
Diethyl Phthalate 1.159 2.905 XXX 0.081 0.203 0.254
Dimethyl Phthalate 0.272 0.673 XXX 0.019 0.047 0.059
Di-n-Butyl Phthalate 0.386 0.816 XXX 0.027 0.057 0.068
Fluoranthene 0.356 0.973 XXX 0.025 0.068 0.085
Hexachlorobutadiene 0.286 0.701 XXX 0.020 0.049 0.061
Hexachloroethane 0.300 0.774 XXX 0.021 0.054 0.068
Methyl Chloride 1.230 2.719 XXX 0.086 0.190 0.215
Methylene Chloride 0.572 1.274 XXX 0.040 0.089 0.100
Naphthalene 0.315 0.844 XXX 0.022 0.059 0.074
Phenanthrene 0.315 0.844 XXX 0.022 0.059 0.074
Total Phenolics XXX Report XXX XXX Report XXX
Pyrene 0.358 0.959 XXX 0.025 0.067 0.084
1,1-Dichloroethylene 0.229 0.358 XXX 0.016 0.025 0.040
trans-1,2-Dichloroethylene 0.300 0.774 XXX 0.021 0.054 0.068
Tetrachloroethylene 0.315 0.801 XXX 0.022 0.056 0.070
Toluene 0.372 1.145 XXX 0.026 0.080 0.100
Trichloroethylene 0.300 0.774 XXX 0.021 0.054 0.068
PCBs (Dry Weather) (pg/L) XXX XXX XXX XXX Report XXX
Vinyl Chloride 1.488 3.835 XXX 0.104 0.268 0.335
Acute Toxicity—
 Ceriodaphnia Survival (TUa) XXX XXX XXX XXX Report XXX
Chronic Toxicity—
 Ceriodaphnia Survival (TUc) XXX XXX XXX XXX Report XXX
 Ceriodaphnia Reproduction (TUc) XXX XXX XXX XXX Report XXX
Acute Toxicity—
 Pimephales Survival (TUa) XXX XXX XXX XXX Report XXX
Chronic Toxicity—
 Pimephales Survival (TUc) XXX XXX XXX XXX Report XXX
 Growth (TUc) XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfalls 013 and 019 are based on a storm water discharge.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
pH (S.U.) XXX XXX XXX XXX Report XXX
CBOD5 XXX XXX XXX XXX Report XXX
Chemical Oxygen Demand 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
Total Chromium XXX XXX XXX XXX Report XXX
Total Copper XXX XXX XXX XXX Report XXX
Total Cyanide XXX XXX XXX XXX Report XXX
Dissolved Iron XXX XXX XXX XXX Report XXX
Total Lead XXX XXX XXX XXX Report XXX
Total Nickel XXX XXX XXX XXX Report XXX
Total Zinc XXX XXX XXX XXX Report XXX
2-Chlorophenol XXX XXX XXX XXX Report XXX
2,4-Dichlorophenol XXX XXX XXX XXX Report XXX
2,4-Dimethylphenol XXX XXX XXX XXX Report XXX
Fluorene XXX XXX XXX XXX Report XXX
2,4-Dinitrophenol XXX XXX XXX XXX Report XXX
2,4-Dinitrotoluene XXX XXX XXX XXX Report XXX
2,6-Dinitrotoluene XXX XXX XXX XXX Report XXX
4,6-dinitro-o-cresol XXX XXX XXX XXX Report XXX
2-Nitrophenol XXX XXX XXX XXX Report XXX
4-Nitrophenol XXX XXX XXX XXX Report XXX
Phenol XXX XXX XXX XXX Report XXX
Acenaphthene XXX XXX XXX XXX Report XXX
Acenaphthylene XXX XXX XXX XXX Report XXX
Acrylonitrile XXX XXX XXX XXX Report XXX
Anthracene XXX XXX XXX XXX Report XXX
Chlorobenzene XXX XXX XXX XXX Report XXX
1,2-Dichlorobenzene XXX XXX XXX XXX Report XXX
1,3-Dichlorobenzene XXX XXX XXX XXX Report XXX
1,4-Dichlorobenzene XXX XXX XXX XXX Report XXX
1,3-Dichloropropylene XXX XXX XXX XXX Report XXX
1,2,4-Trichlorobenzene XXX XXX XXX XXX Report XXX
Ethylbenzene XXX XXX XXX XXX Report XXX
Hexachlorobenzene XXX XXX XXX XXX Report XXX
Nitrobenzene XXX XXX XXX XXX Report XXX
Benzene XXX XXX XXX XXX Report XXX
Benzo(a)Anthracene XXX XXX XXX XXX Report XXX
Benzo(a)Pyrene XXX XXX XXX XXX Report XXX
Benzo(k)Fluoranthene XXX XXX XXX XXX Report XXX
3,4-Benzofluoranthene XXX XXX XXX XXX Report XXX
Carbon Tetrachloride XXX XXX XXX XXX Report XXX
Chloroethane XXX XXX XXX XXX Report XXX
1,1,1-Trichloroethane XXX XXX XXX XXX Report XXX
1,1,2-Trichloroethane XXX XXX XXX XXX Report XXX
1,1-Dichloroethane XXX XXX XXX XXX Report XXX
1,2-Dichloropropane XXX XXX XXX XXX Report XXX
Bis(2-Ethylhexyl)Phthalate XXX XXX XXX XXX Report XXX
Chloroform XXX XXX XXX XXX Report XXX
Chrysene XXX XXX XXX XXX Report XXX
Diethyl Phthalate XXX XXX XXX XXX Report XXX
Dimethyl Phthalate XXX XXX XXX XXX Report XXX
Di-n-Butyl Phthalate XXX XXX XXX XXX Report XXX
Fluoranthene XXX XXX XXX XXX Report XXX
Hexachlorobutadiene XXX XXX XXX XXX Report XXX
Hexachloroethane XXX XXX XXX XXX Report XXX
Methyl Chloride XXX XXX XXX XXX Report XXX
Methylene Chloride XXX XXX XXX XXX Report XXX
Naphthalene XXX XXX XXX XXX Report XXX
Phenanthrene XXX XXX XXX XXX Report XXX
Pyrene XXX XXX XXX XXX Report XXX
1,1-Dichloroethylene XXX XXX XXX XXX Report XXX
trans-1,2-Dichloroethylene XXX XXX XXX XXX Report XXX
Tetrachloroethylene XXX XXX XXX XXX Report XXX
Toluene XXX XXX XXX XXX Report XXX
Trichloroethylene XXX XXX XXX XXX Report XXX
Vinyl Chloride XXX XXX XXX XXX Report XXX

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

 • Remedial Measures

 • Applicable BAT/BCT

 • Chemical Additives

 • Approved Test Methods

 • WET Testing

 • Change in Ownership

 • Proper Sludge Disposal

 • TMDL/WLA Analysis

 • Stormwater Outfalls

 • Acceptance of Rohm & Haas Waste from Other Rohm & Haas locations.

 • PCBs Minimization Plan

 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.

 The following notice reflects changes to the notice published in the Saturday, April 20, 2013 edition of the Pennsylvania Bulletin: Total Suspended Solids (TSS) Limit.

 PA0025488, Sewage, SIC Code 4952, Avondale Borough, 110 Pomeroy Avenue, Avondale, PA 19311-0247. Facility Name: Avondale Borough STP. This existing facility is located in Avondale Borough, Chester County.

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

 The receiving stream(s), Unnamed Tributary to East Branch White Clay Creek, is located in State Water Plan watershed 3-I and is classified for Cold Water Fishes and Migratory Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Weekly
Average 		Instant.
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 XXX 9.0
Dissolved Oxygen XXX XXX 3.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.4 XXX 0.8
CBOD5
 May 1 - Oct 31 62.5 96.0 XXX 15.0 23.0 30.0
 Nov 1 - Apr 30 104.0 167.0 XXX 25.0 40.0 50
Total Suspended Solids 75.0 112.5 XXX 18.0 27.0 36.0
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200   
Geo Mean 		XXX 1,000.0
Total Nitrogen 83.4 XXX XXX 20.0 XXX 40.0
Ammonia-Nitrogen
 May 1 - Oct 31 5.0 XXX XXX 1.2 XXX 2.4
 Nov 1 - Apr 30 15.0 XXX XXX 3.6 XXX 7.2
Total Phosphorus 8.0 XXX XXX 2.0 XXX 4.0

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

 Proposed Part C Conditions:

 A. No Stormwater

 B. Necessary Property Rights

 C. Sludge Disposal Requirement

 D. Total Residual Chlorine Requirement

 E. Operator Notification

 F. Average Weekly Definition

 G. Remedial Measures if Unsatisfactory Effluent

 H. Change of Ownership

 I. TMDL/WLA Analysis

 J. Certified Operator

 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.

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

 PA0065439, Storm Water, SIC Code 3471, Belyea Company Inc., 2200 Northwood Avenue, Easton, PA 18045. Facility Name: Belyea Company Inc.—Palmer Plant. This existing facility is located in Palmer Township, Northampton County.

 Description of Proposed Activity: The application is for a new NPDES permit for an existing discharge of treated Storm Water.

 The receiving stream, Bushkill Creek, is located in State Water Plan watershed 1-F and is classified for High Quality Waters—Cold Water Fishes, Migratory Fishes and, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 (stormwater) are:

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
TRPH XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

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

 • Requirements applicable to stormwater outfalls.

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

 The EPA Waiver is in effect.

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

 PA0042269, Sewage, SIC Code 4952, Lancaster Area Sewer Authority, 130 Centerville Road, Lancaster, PA 17603-4007. Facility Name: Susquehanna Water Pollution Control Facility. This existing facility is located in Manor 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, Dry Run, 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 15.0 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Weekly
Average 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 XXX 1.6
CBOD5 3128 5004
Wkly Avg 		XXX 25 40 50
BOD5
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids
 Raw Sewage Influent Report Report XXX Report XXX XXX
Total Suspended Solids 3753 5630
Wkly Avg 		XXX 30 45 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200   
Geo Mean 		XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000    
Geo Mean 		XXX 10000
Ammonia-Nitrogen
 May 1 - Oct 31 876 XXX XXX 7.0 XXX 14
 Nov 1 - Apr 30 2627 XXX XXX 21 XXX 42
Total Phosphorus 250 XXX XXX 2.0 XXX 4.0

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report XXX Report XXX
Kjeldahl—N Report XXX XXX Report XXX
Nitrate-Nitrite as N Report XXX XXX Report XXX
Total Nitrogen Report Report XXX Report XXX
Total Phosphorus Report Report XXX Report XXX
Net Total Nitrogen Report 273969 XXX XXX XXX
Net Total Phosphorus Report 36529 XXX XXX XXX

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

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

 • To implement requirements applicable to stormwater outfalls.

 • 6925 lbs/yr of Total Nitrogen offsets was approved to be used for compliance with TN Cap Load.

 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.

 PA0009229, Industrial Waste, SIC Code 4011, Norfolk Southern Railway Co., 1200 Peachtree Street Ne, Atlanta, GA 30309. Facility Name: Norfolk Southern Enola Train Yard. This existing facility is located in East Pennsboro Township, Cumberland County.

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

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

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.5 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Flow (MGD) Report Report XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.5 1.0 1.6
CBOD5 Report Report XXX 25 50 62
Total Suspended Solids Report Report XXX 30 60 75
Oil and Grease Report Report XXX 15
Daily Avg 		XXX 30
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200 XXX 1000
 Oct 1 - Apr 30 XXX XXX XXX 2000 XXX 10000
Ammonia-Nitrogen XXX XXX XXX Report XXX XXX
Total Phosphorus Report Report XXX 2.0 4.0 5.0

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

Mass (lbs) Concentration (mg/l)
Parameters Monthly Annual Minimum Monthly
Average 		Maximum
Ammonia—N Report Report
Ammonia—N Report
Kjeldahl—N Report Report
Nitrate-Nitrite as N Report Report
Total Nitrogen Report Report
Total Nitrogen Report
Total Phosphorus Report Report
Total Phosphorus Report
Net Total Nitrogen Report
Net Total Nitrogen 2539
Net Total Phosphorus Report
Net Total Phosphorus 93

 * This permit contains conditions which authorize the permittee to apply nutrient reduction credits to meet the Net Total Nitrogen and the Net Total Phosphorus effluent mass limits, under the Department's Trading of Nutrients and Sediment Reduction Credits Policy and Guidelines (Document #392-0900-001, December 30, 2006). The condition includes the requirement to report the application of these credits in Supplemental Discharge Monitoring Reports (DMRs) submitted to the Department.

 * The compliance date for Net Total Nitrogen and Net Total Phosphorus will begin on October 1, 2013. Since these reporting requirements are annual loads, the reporting on compliance with the annual limitations will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2014. This facility is required to monitor and report for Net Total Nitrogen and Net Total Phosphorus from the effective date of the permit until September 30, 2013.

 ** Total Annual Ammonia Load will be required to be reported on the Supplemental DMR—Annual Nutrient Summary by November 28, 2014.

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

 • Requirement to use eDMR System

 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.

 PA0247928, Sewage, SIC Code 4952, Hopewell Township, 415 Three Square Hollow Road, Newburg, PA 17240-9333. Facility Name: Hopewell Township Building SFTF. This existing facility is located in Hopewell Township, Cumberland County.

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

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

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report XXX XXX XXX XXX XXX
Total Residual Chlorine XXX XXX XXX Report XXX Report
CBOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 
Geo Mean 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0246590, SIC Code 6514, Dennis A McClure & Janice E McClure, 3469 McAlevys Fort Road, Petersburg, PA 16669. Facility Name: McClure SRSTP. This existing facility is located in Jackson Township, Huntingdon County.

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

 The receiving stream(s), Unnamed Tributary of Laurel Run, is located in State Water Plan watershed 11-B and is classified for HQ-CWF, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

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

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Minimum Average
Monthly 		Instant.
Maximum
Flow (GPD) Report XXX XXX XXX XXX XXX
Total Residual Chlorine XXX XXX XXX Report XXX XXX
BOD5 XXX XXX XXX 10 XXX 20
Total Suspended Solids XXX XXX XXX 10 XXX 20
Fecal Coliform (CFU/100 ml) XXX XXX XXX 200 
Geo Mean 		XXX XXX

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

 The EPA Waiver is in effect.

 PA0248169, Sewage, SIC Code 4952, Little Washington Wastewater Company, 762 W. Lancaster Avenue, Bryn Mawr, PA 19010-3489. Facility Name: Preserve at Plum Run STP. This existing facility is located in Cumberland 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, Plum Run, is located in State Water Plan watershed 13-D and is classified for Warm Water Fishes, aquatic life, water supply and recreation. The discharge is not expected to affect public water supplies.

 The proposed effluent limits for Outfall 001 are based on a design flow of 0.0175 MGD.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Total
Annual 		Minimum Average
Monthly 		Instant.
Maximum
Flow (MGD) Report Report
Daily Max 		XXX XXX XXX XXX
pH (S.U.) XXX XXX 6.0 XXX XXX 9.0
Dissolved Oxygen XXX XXX 5.0 XXX XXX XXX
Total Residual Chlorine XXX XXX XXX 0.44 XXX 1.44
CBOD5 XXX XXX XXX 25 XXX 50
Total Suspended Solids XXX XXX XXX 30 XXX 60
Fecal Coliform (CFU/100 ml)
 May 1 - Sep 30 XXX XXX XXX 200    
Geo Mean 		XXX 1,000
 Oct 1 - Apr 30 XXX XXX XXX 2,000     
Geo Mean 		XXX 10,000
Nitrate-Nitrite as N
 (lbs/year) XXX Report XXX Report
Annl Avg 		XXX XXX
Total Nitrogen (lbs/year) XXX Report XXX Report
Annl Avg 		XXX XXX
Ammonia-Nitrogen
 May 1 - Oct 31 XXX XXX XXX 4.0 XXX 8.0
 Nov 1 - Apr 30 XXX XXX XXX 12 XXX 24
Total Kjeldahl Nitrogen
 (lbs/year) XXX Report XXX Report
Annl Avg 		XXX XXX
Total Phosphorus (lbs/year) Report
Total Mo 		Report XXX 2.0 XXX 4.0

 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.

 Northcentral Regional Office: Regional Clean Water Program Manager, 208 W Third Street Suite 101, Williamsport, PA 17701-6448, Telephone: 570.327.0530.

 PAS404803, Storm Water, SIC Code 1389, Headwaters Water Reclamation LLC, 4 Windham Hill, Mendon, NY 14506. Facility Name: Headwaters Water Reclamation. This proposed facility will be located in Ulysses Township, Potter County.

 Description of Proposed Activity: The application is for a new NPDES permit for a new discharge of uncontaminated stormwater.

 The receiving stream(s), Unnamed Tributary to Ludlington Run, is located in State Water Plan watershed 14-A and is classified for High Quality 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 precipitation.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 002 are based on precipitation.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

 The proposed effluent limits for Outfall 003 are based on precipitation.

Mass (lb/day) Concentration (mg/l)
Parameters Average
Monthly 		Daily
Maximum 		Minimum Average
Monthly 		Daily
Maximum 		Instant.
Maximum
Total Suspended Solids XXX XXX XXX XXX Report XXX
Total Kjeldahl Nitrogen XXX XXX XXX XXX Report XXX
Total Iron XXX XXX XXX XXX Report XXX

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

 • Requirements Applicable to Stormwater Outfalls

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

 The EPA Waiver is in effect.

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