NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 3963]
NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS
NPDES APPLICATIONS
PART I PERMITS Under the Federal Clean Water Act and The Clean Streams Law, the following parties have applied for an NPDES permit or to renew their current permit to discharge controlled wastewaters into the waters of this Commonwealth or to conduct other activities required by the NPDES permit. For renewal applications listed 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 all new permit applications, renewal application with major changes or applications for permits not waived by EPA, the Department, based upon preliminary reviews, also made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications listed in Section II. All Oil and Gas Related permit applications are listed under Section III. These determinations are published as proposed actions for comments prior to taking final actions.
Unless indicated otherwise, the EPA Region III Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.24(d).
Persons wishing to comment on the proposed permit are invited to submit a statement, to the office noted above the application within 30 days from the date of this public notice. Comments received within this 30-day comment period will be considered in the formulation of the final determinations regarding this application. The comments 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. A public hearing may be held if the responsible office considers the public response significant. Following the comment period, the Department's Water Management Program Manager will make a final determination regarding these applications. Notice of this final determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The renewal application, including proposed effluent limitations and special conditions, is available on file. For new permit applications, information submitted with the applications is available on file. The information may be inspected and arrangements made for copying at the office indicated above the application.
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: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA-0060721 Pocono Plateau Camp &
Retreat Center
R. R. 2, Box 2747
Cresco, PA 18326
Monroe County
Barrett TownshipTaylor Creek (1C) Yes
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0081060 Meadowbrook Mobile Home Park
314 Erford Road
Camp Hill, PA 17011
York County
Fairview TownshipUNT Yellow Breeches Creek/7E
Yes PA0084697 Wiconisco Township
305 Walnut Street
Wiconisco, PA 17097
Dauphin County
Wiconisco TownshipBear Creek Yes PA0084018 Fishing Creek Estates Homeowners Association
Custer Homes, Inc.
1309 Laurel Point Circle
Harrisburg, PA 17110
Dauphin County
Middle Paxton TownshipFishing Creek Yes
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0209384
Sewerage Public
Lawrence Township
Municipal Authority
R. R. 2 Box 120C
Tioga, PA 16946Tioga
Lawrence TownshipTioga River
4AY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0103659, Industrial Waste. Calumet Lubricants Company, L.P., Allegheny Avenue, Reno, PA 16343.
This proposed facility is located in Sugarcreek Borough, Venango County.
Description of Proposed discharge of treated I.W. and stormwater, is in watershed 16E and classified for: warm water fishes, 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 Emlenton Water Company on the Allegheny River located at Emlenton, approximately 39 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.00072 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease 0.09 0.18 15 30 30 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 002 based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum No discharge unless authorized by the Northwest Regional Water Quality Manager or his representative. The proposed effluent limits for Outfall 003 based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 004 based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 005 based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease XX pH Within limits of 6.0 to 9.0 standard units at all times.
The proposed effluent limits for Outfall 006 based on a design flow of n/a MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease XX pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and report.
The EPA Waiver is in effect.
PA0103381, Industrial Waste. Merisol Antioxidants, L.L.C., P. O. Box 8A. Route 8 North, Oil City, PA 16301-9702.
This proposed facility is located in Cornplanter Township, Venango County.
Description of Proposed discharge of treated I.W., is in watershed 16E and classified for: warm water fishes, 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 Emlenton Water Company on the Allegheny River located at Emlenton, approximately 40.5 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0172 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum (MO) Flow (MGD) XX (BAT) BOD5 8.7 22.8 40 105 (BAT) TSS 11.9 36.9 55 170 (BPJ) phenolics 0.5 1.0 1.25 Acenapthene 0.0037 0.0098 XX XX XX Acenapthylene 0.0037 0.0098 XX XX XX Acrylonitrile 0.016 0.0404 XX XX XX Anthracene 0.0037 0.0098 XX XX XX Benzene 0.0062 0.0227 XX XX XX Benzo (a) anthracene 0.0037 0.0098 XX XX XX 3,4-Benzofluoranthene 0.0038 0.0102 XX XX XX Benzo (k) fluoranthene 0.0037 0.0098 XX XX XX Benzo (a) pyrene 0.0038 0.0098 XX XX XX Bis (2-ethylhexyl)-
phthalate0.0172 0.0465 XX XX XX Carbontetrachloride 0.003 0.0063 XX XX XX Chlorobenzene 0.0025 0.0047 XX XX XX Chloroethane 0.0173 0.0447 XX XX XX 2-Chlorophenol 0.0052 0.0163 XX XX XX Chrysene 0.0037 0.0098 XX XX XX Di-n-butylphthalate 0.0045 0.0095 XX XX XX 1,2-Dichlorobenzene 0.0128 0.0272 XX XX XX 1,3-Dichlorobenzene 0.0052 0.0073 XX XX XX 1,1-Dichloroethane 0.0037 0.0098 XX XX XX 1,2-Dichloroethane 0.0113 0.0352 XX XX XX 1,1-Dichloroethylene 0.0027 0.0042 XX XX XX 1,2-Trans-
Dichloroethylene0.009 XX XX XX 2,4-Dichlorophenol 0.0065 0.0187 XX XX XX 1,2-Dichloropropane 0.0255 0.0384 XX XX XX 1,3-Dichloropropylene 0.0052 0.0073 XX XX XX Diethylphthalate 0.0135 0.0339 XX XX XX 2,4-Dimethylphenol 0.003 0.006 XX XX XX Dimethylphthalate 0.0032 0.0078 XX XX XX 4,6-Dinotro-o-cresol 0.013 0.0462 XX XX XX 2,4-Dinotrophenol 0.0118 0.0205 XX XX XX 2,4-Dinitrotoluene 0.0425 0.1069 XX XX XX Ethylbenzene 0.0053 0.018 XX XX XX Floranthene 0.0042 0.0113 XX XX XX Fluorene 0.0037 0.0098 XX XX XX Hexachlorobenzene 0.0006 0.0047 XX XX XX Hexachlorobutadiene 0.0033 0.0082 XX XX XX Hexachloroethane 0.0035 0.009 XX XX XX Methyl Chloride 0.0143 0.0317 XX XX XX Methylene Chloride 0.0067 0.0148 XX XX XX Napthalene 0.0037 0.0098 XX XX XX Nitrobenzene 0.0045 0.0113 XX XX XX 2-Nitrophenol 0.0068 0.0115 XX XX XX 4-Nitrophenol 0.012 0.0207 XX XX XX Phenanthrene 0.0037 0.0098 XX XX XX Phenol 0.0025 0.0043 XX XX XX Pyrene 0.0042 0.0112 XX XX XX Tetrachloroethylene 0.0037 0.0093 XX XX XX Toluene 0.0043 0.0133 XX XX XX Total Chromium 0.1851 0.462 XX XX XX Total Copper 0.2419 0.5638 XX XX XX Total Cyanide 0.07 0.2 XX XX XX Total Lead 0.0534 0.1151 XX XX XX Total Nickel 0.2519 0.6639 XX XX XX 1,2,4-Trichlorobenzene 0.0113 0.0234 XX XX XX 1,1,1-Trichloroethane 0.0035 0.009 XX XX XX 1,1,2-Trichloroethane 0.0035 0.009 XX XX XX Trichloroethylene 0.0035 0.009 XX XX XX Vinyl Chloride 0.0173 0.0447 XX XX XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 002 based on a design flow of 0.0129 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX Oil and Grease 15 30 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and report.
The EPA Waiver is in effect.
PA0102652, Sewage. Marc A. Glova, Countryside II Limited Partnership, 10215 Perry Lake Road, Clarkston, MI 48348
This proposed facility is located in McKean Township, Erie County.
Description of Proposed Activity: sanitary waste treatment from a manufactured home community.
The receiving stream, unnamed tributary to Elk Creek, is in watershed 15 EC (Lake Erie) and classified for: cold water and migratory fishery.
The proposed effluent limits for Outfall 001 based on a design flow of 0.060 MGD:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15 Dissolved Oxygen minimum of 3.0 mg/l at all times
Phosphorus as ''P'' 1.0 Total Residual Chlorine 0.50 1.2 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0025607, Sewage. Barkeyville Sewerage Company, P. O. Box 780, Warren, PA 16365.
This proposed facility is located in Barkeyville Borough, Venango County.
Description of Proposed Activity: renewal for an existing discharge.
The receiving stream, unnamed tributary to North Branch Slippery Rock Creek, is in watershed 20C and classified for: cold water fishes, 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 (stream and Public Water Supplier) considered during the evaluation is the Salvation Army Camp intake on Slippery Rock Creek located in Wayne Township, Lawrence County, approximately 36 miles below point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.15 MGD.
Average Average Instantaneous Parameter Monthly (lb/day) Monthly (mg/l) Maximum (mg/l) CBOD5 31.3 25 50 Total Suspended Solids 37.5 30 60 NH3-N (5-1 to 10-31) 3.8 3 6 (11-1 to 4-30) 11.4 9 18 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 2,000/100 ml as a geometric average
Total Residual Chlorine 0.5 1.6 Dissolved Oxygen minimum of 3 mg/l at all times pH 6.0 to 9.0 standard units at all times Zinc (Interim) 0.60 0.48 0.96 (Final) 0.26 0.21 0.42 Cadmium (Interim) 0.018 0.014 0.028 (Final) 0.006 0.005 0.010 Cobalt (Interim) 0.05 0.04 0.08 (Final) 0.04 0.029 0.058 The EPA Waiver is in effect.
PA0238490, Sewage. Victor Kennedy, Kennedy Mobile Home Park, P. O. Box 226, Slippery Rock, PA 16057.
This facility is located in Marion Township, Butler County.
Description of Proposed Activity: new sewage discharge.
The receiving stream, unnamed tributary to McMurray Run, is in watershed 20C and classified for: cold water fishes, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.005 MGD.
INTERIM LIMITS
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 20 40 Total Suspended Solids 25 50 NH3-N (5-1 to 10-31) 4.0 8.0 (11-1 to 4-30) 9.0 18 Dissolved Oxygen Monitor and Report
Total Residual Chlorine Monitor and Report
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times FINAL LIMITS
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 10 20 NH3-N (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18 Dissolved Oxygen minimum of 3.0 mg/l at all times
Total Residual Chlorine 1.4 3.3 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,000/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times
The EPA Waiver is in effect.
PA0037915, Industrial Waste. Pennsylvania Fish and Boat Commission--Tionesta Fish Hatchery, Route 62, HCR 2, Box 1, Tionesta, PA 16353-9729.
This proposed facility is located in Tionesta Township, Forest County.
Description of proposed activity, is in watershed 16-F and classified for: high quality cold water fishes, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2NO3, fluoride and phenolics, the existing/proposed downstream potable water supply considered during the evaluation is the Emlenton Water Company on the Allegheny River located at Emlenton, approximately 62 miles below point of discharge.
The proposed effluent limits for Outfall 001 (Interim) are based on a design flow of 2.1 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD5 52.5 3 6 Total Suspended Solids 140.1 8 16 Ammonia Nitrogen 26.3 1.5 3.0 Total Phosphorus 5.3 0.3 0.6 Terramycin for Fish XX XX Roccal II XX XX Diquat Dibromide XX XX Formaldehyde 8.2 0.47 1.2 Dissolved Oxygen Minimum of 7.0 mg/l at all times
pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 001 (Final) are based on a design flow of 2.964 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD5 74.2 3 6 Total Suspended Solids 197.8 8 16 Ammonia Nitrogen 37.1 1.5 3.0 Total Phosphorus 7.4 0.3 0.6 Terramycin for Fish XX XX Roccal II XX XX Diquat Dibromide XX XX Formaldehyde 8.2 0.47 1.2 Dissolved Oxygen Minimum of 3.0 mg/l at all times
pH Within limits of 6.0 to 9.0 standard units at all times The proposed interim effluent limits for Outfall 002 are based on a design flow of 0.864 MGD. Final limits n/a as outfall will be eliminated.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD5 21.6 3 6 Total Suspended Solids 57.6 8 16 Formaldehyde 3.4 0.47 1.2 Ammonia Nitrogen 10.8 1.5 3.0 Total Phosphorus 2.2 0.3 0.6 Diquat Dibromide XX XX Dissolved Oxygen Minimum of 7.0 mg/l at all times
pH Within limits of 6.0 to 9.0 standard units at all times. The proposed interim effluent limits for Outfall 003 are based on a design flow of n/a MGD. Final limits n/a as outfall will be eliminated.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD55 XX 3 6 Total Suspended Solids XX 8 16 Total Phosphorus XX 0.3 0.6 Ammonia--Nitrogen XX 1.5 3.0 Dissolved Oxygen Minimum of 7.0 mg/l at all times pH Within limits of 6.0 to 9.0 standard units at all times. The proposed interim effluent limits for Outfall 004 are based on a design flow of n/a MGD. Final limits n/a as outfall will be eliminated.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) XX CBOD5 XX 3 6 Total Suspended Solids XX 8 16 Total Phosphorus XX 0.3 0.6 Ammonia Nitrogen XX 1.5 3.0 Dissolved Oxygen Minimum of 7.0 mg/l at all times
pH Within limits of 6.0 to 9.0 standard units at all times.
XX--Monitor and report on monthly DMRs.
The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Non-Waived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0053244, Sewage, Charles S. Adcock, 1006 South Bellevue Avenue, Langhorne, PA 19047.
This application is for renewal and transfer of an NPDES permit to discharge treated sewage from Valley Queen Apartments in Upper Makefield Township, Bucks County. This is an existing discharge to Houghs Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 1400 GPD are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 8 16 (11-1 to 4-30) 20 40 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 3.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times
The EPA Waiver is in effect.
Other Conditions:
The EPA Waiver is in effect.
Effective disinfection.
No. PA0058335, Sewage, Edward and Elizabeth West, 201 Chandler Mill Road, Kennett Square, PA 19048.
This application is for issuance of an NPDES permit to discharge treated sewage from a single residence in Kennett Township, Chester County. This is a new discharge to unnamed tributary of West Branch of Red Clay Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 20 40 Total Residual Chlorine Monitor and Report
Fecal Coliform 200 colonies/100 ml as a geometric average
pH Within limits of 6.0--9.0 Standard Units at all times Other Conditions:
The EPA Waiver is in effect.
The first downstream potable water intake is Delaware Waterworks.
No. PA0051993, Sewage, Ackerman Partners, L.P., 1924 Route 212, Pleasant Valley, Quakertown, PA 18951.
This application is for renewal of an NPDES permit to discharge treated sewage from Ackerman Partners, L.P. sewage treatment plant in Richland Township, Bucks County. This is an existing discharge to an unnamed tributary to Tohickon Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 8,000 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 2.5 5.0 (11-1 to 4-30) 7.5 15.0 Phosphorus (as P) 0.5 1.0 Total Residual Chlorine 1.2 2.0 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2.0 mg/l at all times pH Within limits of 6.0--9.0 Standard Units at all times Other Conditions:
The EPA Waiver is in effect.
No. PA0050148, Sewage, Warwick Township Water and Sewer Authority, 1733 Township Greene, P. O. Box 315, Jamison, PA 18929.
This application is for renewal of an NPDES permit to discharge treated sewage in Warwick Township, Bucks County. This is an existing discharge to Fish Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.85 MGD are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 30 (11-1 to 4-30) 25 50 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 3.0 6.0 Nitrate & Nitrate (as N) (7-1 to 10-31) 9.5 19.0 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 5.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times
Copper, Total Monitor/Report Lead, Total Monitor/Report
Silver, Total Monitor/Report
The EPA Waiver is in effect.
PA0024121, Sewage, Little Washington Wastewater Company, 762 West Lancaster Avenue, Bryn Mawr, PA 19101.
This application is for renewal of an NPDES permit to discharge treated sewage from the Borough of Media WWTP in Upper Providence Township, Delaware County. This is an existing discharge to Ridley Creek.
The receiving stream is classified for the following uses: trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 1.8 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 25 30 (11-1 to 4-30) 30 45 60 Suspended Solids 30 45 60 Ammonia (as N) (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Total Residual Chlorine 0.3 1.0 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 5.0 mg/l at all times
pH Within limits of 6.0--9.0 Standard Units at all times The EPA waiver is not in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA#0070394, Industrial, Herceg Landfill, 539 Roundtable Drive, Nazareth, PA 18064.
This proposed facility is located in Bushkill Township, Northampton County.
Description of Proposed Activity:
The receiving stream, an unnamed tributary to East Branch Monocacy Creek, is in the State Water Plan watershed #2C and is classified for: High Quality cold water fishery. The nearest downstream public water supply intake for Keystone Water Company is located on Delaware River is 65 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.021 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily NH3-N (5-1 to 10-31) 1.2 2.4 6.7 13.4 (11-1 to 4-30) 3.5 7.0 20.0 40.0 pH Within Limits of 6.0--9.0 at all times.
Fecal Coliform 200/100 ml as a geometric average. PA#0063533, Sewage, Tobyhanna Township, P. O. Box 880, State Avenue, Pocono Pines, PA 18350.
This proposed action is for issuance of a NPDES permit to discharge treated sewage into Tobyhanna Creek in Tobyhanna Township, Monroe County.
The receiving stream is classified for the following uses: High quality, cold water, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Northampton Water Supply is located on Lehigh River is approximately 40 miles below the point of discharge.
The proposed effluent limits based on a design flow of 0.3 MGD are:
Monthly Average Instantaneous Parameter Average (mg/l) Weekly Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 3 -- 6 (11-1 to 4-30) 9 -- 18 Phosphorus as ''P'' 1.0 -- 2.0 Dissolved Oxygen A minimum of 5 mg/l at all times 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
pH 6.0 to 9.0 standard units at all times
Total Residual Chlorine 1.0 -- 2.0 The EPA waiver is in effect.
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