[34 Pa.B. 3916]
[Continued from previous Web Page] Outfalls 017: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 019: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Aluminum Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 019: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 020: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 020: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 023a: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
BOD5 Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Toluene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 023a: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
BOD5 30 Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 Toluene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 023b: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report
Toluene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 023b: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 Toluene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 024: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report
Aluminum Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 024: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease 15.0 Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 The previous limits are in effect for the last 2 years of the permit.
Outfalls 025: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease Monitor and Report
Nitrate-Nitrite Monitor and Report
Zinc Monitor and Report Aluminum Monitor and Report Xylene Monitor and Report The previous monitoring requirements are in effect for the first 3 years of the permit.
Outfalls 025: existing stormwater discharge, design flow of variable mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Oil and Grease 15.0 Nitrate-Nitrite 0.68 Zinc 0.117 Aluminum 0.75 Xylene 0.033 The previous limits are in effect for the last 2 years of the permit.
Outfalls 006, 007a, 007b, 010a, 010b, 021 and 022: existing discharge, design flow of variable mgd.
The discharge from these outfalls shall consist uncontaminated stormwater runoff only.
The EPA waiver is not in effect.
PA0013820, Industrial Waste, SIC 3312, Allegheny Ludlum Corporation, 100 River Road, Brackenridge, PA 15014. This application is for renewal of an NPDES permit to discharge treated process water and untreated noncontact cooling water and stormwater from the Brackenridge facility in Brackenridge, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Allegheny River classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Brackenridge Water Works in Brackenridge, 0.2 mile below the discharge point.
Outfall 001: existing discharge, design flow of 0.80 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report
Temperature (°F) 110 Iron Monitor and Report Manganese Monitor and Report Aluminum Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 002: existing discharge to Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow(mgd) Monitor and Report
Temperature (°F) 110 Iron Monitor and Report Manganese Monitor and Report Aluminum Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 103: existing discharge to Outfall 003.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow Monitor and Report
Total Suspended Solids 1,689.55 4,506.2 30 70 87.5 Oil and Grease 1,868 10 12.5 Total Residual Chlorine 0.5 1.25 Cyanide 2.11 3.11 0.13 0.29 0.36 Lead 0.33 0.54 0.20 0.42 0.53 Zinc 12.95 20.92 0.61 1.46 1.83 Ammonia 31.75 72.77 58.6 133.3 166.6 Fluoride 14.31 32.31 26.4 59.5 74.4 Titanium 0.41 0.94 1.17 Total Residual Chlorine 0.5 1.0 1.25 pH not less than 6.0 nor greater than 9.0 Outfall 003: existing discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature (°F) 110 Oil and Grease Monitor and Report Iron Monitor and Report Aluminum Monitor and Report Zinc Monitor and Report Total Residual Chlorine 1.0 1.25 pH not less than 6.0 nor greater than 9.0 Outfall 104: existing discharge to Outfall 004.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 1,350 3,146 30 70 87.5 Chromium 20.29 42.62 0.4 1.0 1.25 Nickel 13.49 40.42 0.3 0.9 1.13 Iron 7.3 14.6 Temperature (°F) 110 Total Residual Chlorine 0.5 1.0 1.25 pH not less than 6.0 nor greater than 9.5
Nitrate-Nitrate Monitor and Report Total Dissolved Solids Monitor and Report Outfall 004: existing discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Temperature (°F) 110 Aluminum 0.75 Zinc Monitor and Report Total Residual Chlorine 0.5 1.0 1.25 pH not less than 6.0 nor greater than 9.0
Nitrate-Nitrate Monitor and Report Total Dissolved Solids Monitor and Report Outfall 005: existing discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Temperature (°F) 110 Iron Monitor and Report Manganese Monitor and Report Aluminum Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 106: existing discharge to Outfall 006. (Permit issuance through 3 years after issued date.)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Suspended Solids 61.12 183.89 50 150 187.5 Lead 0.36 1.1 0.3 0.9 1.13 Zinc 0.55 1.65 0.45 1.35 1.7 Total Residual chlorine 0.5 1.0 1.25 Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfall 006: existing discharge to the Allegheny River.
This outfall is submerged.
Outfall 007: existing discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Temperature (°F) 110 Iron Monitor and Report Zinc Monitor and Report pH not less than 6.0 nor greater than 9.0 Outfall 008: existing discharge to the Allegheny River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Temperature (°F) 110 pH not less than 6.0 nor greater than 9.0 Outfalls 901B, 902, 904 and 908: existing discharges to the Allegheny River.
These discharges consist solely of stormwater runoff.
Outfall 906: existing discharge to the Allegheny River.
This discharge shall consist solely of river water intake overflow. Debris collected on the strainer shall not be returned to the waterway.
Outfall 907: existing discharge to the Allegheny River.
This discharge shall consist solely of river water intake strainer overflow. Debris collected on the strainer shall not be returned to the waterway.
The EPA waiver is not in effect.
PA0092223, Industrial Waste, SIC 2822 and 2821, BASF Corporation, 370 Frankfort Road, Monaca, PA 15061. This application is for renewal of an NPDES permit to discharge treated process water, sewage, untreated cooling water and stormwater from BASF in Potter Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River and Raccoon Creek, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is the Midland Borough Water Authority on the Ohio River, approximately 6.6 miles below the discharge point.
Outfall 101: existing discharge, flow of 0.066 mgd (Basoplast Production) total discharge flow of 0.133 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Acenapthene 0.012 0.0325 0.022 0.059 Acrylonitrile 0.053 0.132 0.096 0.242 Benzene 0.021 0.076 0.037 0.0136 Carbon Tetrachloride 0.01 0.021 0.018 0.038 Chlorobenzene 0.008 0.015 0.015 0.028 1,2,4 Trichlorobenzene 0.037 0.077 0.068 0.140 Hexachlorobenzene 0.008 0.015 0.015 0.028 1,2 Dichloroethane 0.037 0.116 0.068 0.211 1,1,1 Trichloroethane 0.011 0.029 0.021 0.054 Hexachloroethane 0.011 0.029 0.021 0.054 1,1 Dichloroethane 0.012 0.032 0.022 0.059 1,1,2 Trichloroethane 0.011 0.029 0.021 0.054 Chloroethane 0.058 0.148 0.104 0.268 Chloroform 0.011 0.025 0.021 0.046 2 Chlorophenol 0.018 0.055 0.031 0.098 1,2 Dichlorobenzene 0.042 0.09 0.077 0.163 1,3 Dichlorobenzene 0.018 0.024 0.031 0.044 1,4 Dichlorobenzene 0.008 0.015 0.015 0.028 1,1 Dichloroethylene 0.008 0.014 0.016 0.025 1,2 Trans Dichloroethylene 0.011 0.029 0.021 0.054 2,4 Dichlorophenol 0.021 0.061 0.039 0.112 1,2 Dichloropropane 0.084 0.127 0.153 0.23 1,3 Dichloropropylene 0.016 0.024 0.029 0.44 2,4 Dimethylphenol 0.01 0.02 0.018 0.36 2,4 Dinitrotoluene 0.063 0.156 0.113 0.285 2,6 Dinitrotoluene 0.145 0.35 0.255 0.641 Ethyl benzene 0.018 0.06 0.032 0.11 Fluoranthene 0.014 0.037 0.025 0.068 Methylene chloride 0.023 0.048 0.040 0.089 Methyl chloride 0.048 0.096 0.086 0.19 Hexachlorobutadiene 0.011 0.027 0.020 0.049 Naphthalene 0.013 0.032 0.022 0.059 Nitrobenzene 0.014 0.037 0.027 0.068 2 Nitrophenol 0.023 0.037 0.041 0.068 4 Nitrophenol 0.04 0.068 0.072 0.124 2,4 Dinitrophenol 0.04 0.068 0.071 0.123 4,6 Dinitro-o-cresol 0.043 0.153 0.078 0.272 Phenol 0.008 0.014 0.15 0.026 Bis(2 ethylhexyl)phthalate 0.056 0.153 0.103 0.279 Di-n-butyl phthalate 0.014 0.031 0.027 0.057 Diethyl phthalate 0.045 0.111 0.081 0.203 Dimethyl phthalate 0.01 0.025 0.019 0.047 Benzo(a)anthracene 0.013 0.032 0.022 0.059 Benzo(a)pyrene 0.013 0.034 0.023 0.061 3,4 Benzofluoranthene 0.013 0.034 0.023 0.061 Benzo(k)fluoranthene 0.013 0.032 0.022 0.059 Chrysene 0.013 0.032 0.022 0.059 Acenapthylene 0.013 0.032 0.022 0.059 Anthracene 0.013 0.032 0.022 0.059 Fluorene 0.013 0.032 0.022 0.059 Phenanthrene 0.013 0.032 0.022 0.059 Pyrene 0.013 0.032 0.025 0.067 Tetrachloroethylene 0.013 0.031 0.022 0.056 Toluene 0.014 0.043 0.026 0.080 Trichloroethylene 0.011 0.029 0.021 0.054 Vinyl Chloride 0.058 0.148 0.104 0.268 Total Chromium 0.612 1.52 1.11 2.77 Total Copper (WQ) 0.5 1.0 Total Cyanide 0.23 0.66 0.42 1.20 Total Lead 0.18 0.37 0.32 0.69 Total Nickel 0.93 2.19 1.69 3.98 Total Zinc 0.58 1.43 1.05 2.61 BOD5 70 124 24 64 TSS 135 242 40 130 COD 1,442 2,155 624 1,660 Oil and Grease 57 89 15 30 Benzidine* (WQ) 0.003 0.06 Iron (T) 2 4 Aluminum (T) 4 8 Manganese (T) 1 2 pH not less than 6.0 nor greater than 9.0 Outfall 201: existing discharge, design flow of 0.007 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report CBOD5 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.5 pH not less than 6.0 nor greater than 9.0 Outfall 001: existing discharge, design flow of 0.72 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Monitor and Report Total Residual Chlorine 0.5 1.0 Temperature (°F) 110 Benzidine not detectable using EPA test method no. 605 pH not less than 6.0 nor greater than 9.0 Outfalls 002--004: existing discharge, design flow of N/A mgd--stormwater.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum NO2-NO3 Monitor and Report TSS Monitor and Report Zinc Monitor and Report Aluminum Monitor and Report Mercury Monitor and Report BOD5 Monitor and Report The EPA waiver is not in effect.
PA0033642, Sewage, West Greene School District, 1367 Hargus Creek Road, Waynesburg, PA 15370. This application is for renewal of an NPDES permit to discharge treated sewage from the Graysville Elementary School Sewage Treatment Plant in Gray Township, Greene County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Grays Fork, which are classified as a HQ WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Waynesburg Water Treatment Plant.
Outfall 001: existing discharge, design flow of 0.008 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 0.4 0.8 Dissolved Oxygen not less than 5.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
III. WQM Industrial Waste and Sewerage Applications under The Clean Streams Law (35 P. S. §§ 691.1--691.1001)
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
WQM Permit No. 0904411, Sewerage, Warrington Township, 1585 Turk Road, Warrington, PA 18976. This proposed facility is in Warrington Township, Bucks County.
Description of Proposed Action/Activity: Proposed retail, residential and office center with stormwater management infiltration beds.
WQM Permit No. 1504201, Sewerage, Rick's Mushroom Service, P. O. Box 797, Avondale, PA 19311. This proposed facility is in New Garden Township, Chester County.
Description of Proposed Action/Activity: Construction and operation of an agricultural runoff storage lagoon and spray irrigation field.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
WQM Permit No. 2204404, Sewerage, Lenker Estates Homeowners Association, Donco Construction, Inc., P. O. Box 123, Dauphin, PA 17018. This proposed facility is in Halifax Township, Dauphin County.
Description of Proposed Action/Activity: Construction of a sewage treatment plant to serve Lenker Estates Phases I and II.
WQM Permit No. 6703407, Amendment 04-1, Sewerage, Dillsburg Area Authority, P. O. Box 370, Dillsburg, PA 17019. This proposed facility is in Dillsburg Borough, York County.
Description of Proposed Action/Activity: Modifications to the collection and conveyance portion to include the construction of gravity sewer to convey the wastewater to the Authority's wastewater treatment plant. In addition to the force main, the pump station portion has also been modified, rather than submersible pumps the Authority plans to use suction lift pumps and to also install odor control facilities (a blower to agitate the wet well and magnesium hydroxide feed equipment).
WQM Permit No. 2204405, Sewerage, South Hanover Township Sewer Authority, 111 West Third Street, Hershey, PA 17033. This proposed facility is in South Hanover Township, Dauphin County.
Description of Proposed Action/Activity: Construction of the Whippoorwill pump station submersible pump station to serve the Meadows of Hanover Phases 9 and 13.
WQM Permit No. 2104409, Sewerage, North Middleton Township Authority, 2051 Spring Road, Carlisle, PA 17013-1059. This proposed facility is in North Middleton Township, Cumberland County.
Description of Proposed Action/Activity: Seeking approval to construct a residential subdivision consisting of 187 townhouse units and 6 commercial building lots in the northeastern corner of Post Road and SR 0011 Carlisle Pike in Middlesex and North Middleton Townships.
WQM Permit No. 2104408, Sewerage, Middlesex Township Municipal Authority, 350 North Middlesex Road, Suite No. 2, Carlisle, PA 17013-8422. This proposed facility is in Middlesex Township, Cumberland County.
Description of Proposed Action/Activity: Seeking approval to construct a residential subdivision consisting of 187 townhouse units and 6 commercial building lots in the northeastern corner of Post Road and SR 0011 Carlisle Pike in Middlesex and North Middleton Townships.
WQM Permit No. 2104410, Sewerage, Middlesex Township Municipal Authority, 350 North Middlesex Road, Suite No. 2, Carlisle, PA 17013-8422. This proposed facility is in Carlisle Borough, Cumberland County.
Description of Proposed Action/Activity: Construction of a traditional development including residential, multifamily residential rental, commercial and civic establishments on a 503.6-acre site.
WQM Permit No. 3604412, Sewerage, Northwestern Lancaster County Authority, 97 North Penryn Road, Manheim, PA 17545. This proposed facility is in Penn Township, Lancaster County.
Description of Proposed Action/Activity: Upgrade/relocation of pump station no. 3.
WQM Permit No. WQMG013501, Sewerage, Donald E. Weaver, Jr., 221 Pleasant Street, Hanover, PA 17331. This proposed facility is in Heidelberg Township, York County.
Description of Proposed Action/Activity: Construction of a small flow treatment facility to serve a residence on Smith Station Road, Spring Grove.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
WQM Permit No. 4104402, Sewerage 4952, Jersey Shore Borough, 232 Smith Street, Jersey Shore, PA 17740. This proposed facility is in Jersey Shore Borough, Lycoming County.
Description of Proposed Action/Activity: Replacement of 14-inch pipe with a new 18-inch line and a new bypass pipe with metering manhole at the Jersey Shore Borough wastewater treatment plant.
WQM Permit No. 1795408A45, Sewerage 4952, Gospel Chapel Church, 300 Pleasant Valley Road, P. O. Box 165, Woodland, PA 16881. This proposed facility is in Bradford Township, Clearfield County.
Description of Proposed Action/Activity: Construction of a small flow sewage treatment system to serve the Gospel Church of Clearfield County.
WQM Permit No. 1404405, Sewage, Spring-Benner-Walker Joint Authority, 170 Irish Hollow Road, Bellefonte, PA 16823. This proposed facility is in Walker Township, Centre County.
Description of Proposed Action/Activity: The applicant proposes to construct and operate a sewerage collection and conveyance system for the Springfield Subdivision.
WQM Permit No. 4904401, Sewerage, Noah and Rebecca Peachey, 3350 SR 54, Turbotville, PA 17772. This proposed facility is in Lewis Township, Northumberland County.
Description of Proposed Action/Activity: Construction and operation of a small flow treatment facility to serve a residence. The treatment facility will discharge to an unnamed tributary to Beaver Run (WWF).
WQM Permit No. 1404406, Sewage 7261, Centre Hall-Potter Sewer Authority, P. O. Box 497, Centre Hall, PA 16828. This proposed facility is in Potter Township, Centre County.
Description of Proposed Action/Activity: The applicant proposes to construct and operate a sewer extension and pump station to Ashford Manor.
1804201, Industrial Waste, SIC 2621, First Quality Tissue, LLC, 599 South Highland Street, Lock Haven, PA 17745-3431. This existing facility is in Castanea Township, Clinton County.
Description of Proposed Action/Activity: Applicant seeks a permit which will authorize the renovation and operation of the existing industrial waste treatment system serving the new papermaking process at the facility. Discharge will be to Bald Eagle Creek (WWF).
6004401, Sewerage, SIC 4952, Lewisburg Area Joint Sewer Authority, P. O. Box 305, Lewisburg, PA 17837. This existing facility is in East Buffalo Township, Union County.
Description of Proposed Action/Activity: Applicant seeks a permit to authorize the upgrades and operation of the existing sewage treatment facilities. Upgrades include replacement of the aeration diffusers, modifications to the aeration tanks, installation of blowers and installation of an anaerobic selector zone.
1404404, Sewerage, SIC 4952, Spring-Benner-Walker Joint Authority, 170 Irish Hollow Road, Bellefonte, PA 16823. This proposed facility will be in Spring Township, Centre County.
Description of Proposed Action/Activity: Applicant seeks a permit to authorize the construction and operation of a new suction lift pump station to (initially) serve 76 units in the Rosewood Cove Residential Subdivision. The project will also include the construction of a gravity sewer and force main.
IV. NPDES Applications for Stormwater Discharges from MS4
V. Applications for NPDES Waiver Stormwater Discharges from MS4
VI. NPDES Individual Permit Applications for Discharges of Stormwater Associated with Construction Activities
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 19401.
NPDES Permit No. Applicant Name and Address County Municipality Receiving Water/Use PAI011504041 The Percheron Group
Preserve at Valley Forge
48 George Warren Blvd., Suite 102
Malvern, PA 19355Chester Tredyffrin Township Little Valley Creek
EVPAI011504042 Harvest Development, LLC
Filman Road 4 Lot Subdivision
P. O. Box 704
Pottstown, PA 19464Chester Uwchlan Township Shamona Creek
HQ-TSFPAI011504043 Dan Scott Fellowship Road, LP
Lexus of Chester Springs
568 West Lancaster Avenue
Haverford, PA 19041Chester Upper Uwchlan Township Brandywine Creek
HQ-TSFNortheast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
Lehigh County Conservation District: Lehigh Ag. Ctr., Suite. 102, 4184 Dorney Park Road, Allentown, PA 18104, (610) 391-9583.
NPDES Permit No. Applicant Name and Address County Municipality Receiving Water/Use PAI023904029 Vincent Palumbo
1612 West Allen St.
Allentown, PA 18102Lehigh Upper Macungie Township Little Lehigh Creek
HQ-CWFNorthcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
Lycoming County Conservation District: 542 County Farm Road, Suite 202, Montoursville, PA 17754, (570) 433-3003.
NPDES Permit No. Applicant Name and Address County Municipality Receiving Water/Use PAI044104003 Thomas and Linda Dunlop
914 Pine Creek Ave.
Jersey Shore, PA 17740Lycoming Porter Township UNT Pine Creek
HQ-TSFPotter County Conservation District: 107 Market St., Coudersport, PA 16915, (814) 274-8411.
NPDES Permit No. Applicant Name and Address County Municipality Receiving Water/Use PAI045304002 Roulette Township
R. R. 1
Roulette, PA 16746Potter Roulette Township Fishing Creek
CWF
Laninger Creek
HQ-CWF
Allegheny River
CWFNorthwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
Warren County Conservation District: 609 Rouse Avenue, Suite 203, Youngsville, PA 16371.
Lawrence County Conservation District: Lawrence County Government Center, 430 Court Street, New Castle, PA 16101.
NPDES Permit No. Applicant Name and Address County Municipality Receiving Water/Use PAI006204001 Eldred Township
R. D. 2 Box 123A
Pittsfield, PA 16340Warren Eldred Township Caldwell Creek
HQ CWFPAI063704001 Sean Doran, General Partner
D & D Development
Brian Herr, Operator
Linton IndustriesLawrence New Castle City Shenango River
WWF
VII. List of NOIs for NPDES and/or Other General Permit Types
PAG-12 CAFOs PAG-13 Stormwater Discharges from MS4
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