NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 5288]
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. 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 before 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 before 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
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
NPDES No.
(Type)Facility Name &
AddressCounty &
MunicipalityStream Name
(Watershed #)EPA Waived
Y/N ?PA0055166 Andrew C. Azzara
1650 Mill Rd. W
Furlong, PA 18925Bucks County
Buckingham
TownshipNeshaminy Creek Y PA0052728 Turkey Hill Minit Market Inc.
257 Centerville Road
Lancaster, PA 17603
Chester County
City of CoatesvilleUNT to West Branch
of Brandywine CreekY PA0031178 Melody Lakes Properties
1045 North West End
Boulevard
Lot 600
Quakertown, PA 18951-4111
Bucks County
Richland TownshipUNT to Tohickon
CreekY PA0050059 English Village Service Co. Inc.
120 South Main Street
Doylestown, PA 18901
Montgomery County
Horsham TownshipPark Creek Y PA005671 Marc and Elizabeth Lattanzi
26 Collins Lane
Schwenksville, PA 19473
Montgomery County
Limerick TownshipUNT to Mine Run Creek Y
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 ?PA0070211 Post Precision Castings Inc.
P. O. Box A
Strausstown, PA 19559
Berks County
Upper Tulpehocken TownshipUNT Jackson Creek
3CY PA0087521 Albertson's Inc.
American Stores Properties, Inc.
P. O. Box 20
Dept. 72405 Environmental
Affairs
Boise, ID 83726Lancaster County
East Cocalico
TownshipUNT to Little Muddy Creek Y
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 ?PA0113107
Sewerage Nonpublic
Columbia County
Briar Creek Park STP
Court House
Bloomsburg, PA 17815Columbia County
Briar Creek
TownshipEast Branch Briar Creek
SWP 5DY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0032549, Amendment 1, Sewage, Department of Conservation and Natural Resources, Presque Isle State Park Administration Building, Route 832, Peninsula Drive, Erie, PA 16505-0510. This proposed facility is located in Millcreek Township, Erie County.
Description of Proposed Activity: The applicant requests to modify the Presque Isle Marina sewage treatment plant to accommodate additional park facilities.
The receiving stream, Presque Isle Bay, is in the Lake Erie watershed and classified for WWF and protected for critical use of aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, there is no existing/proposed downstream potable water supply (stream and public water supplier) to consider until Lake Erie.
The proposed interim limits for Outfall 001 are based on a design flow of 0.0175 MGD and will be effective upon permit issuance until completion of the new Marina sewage treatment plant.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine 0.50 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) No limits--closed
pH 6.0 to 9.0 standard units at all times The proposed final effluent limits for Outfall 001 are based on a design flow of 0.030 MGD and will become effective upon completion of the new Marina sewage treatment plant.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Phosphorus as ''P'' 1.0 Total Residual Chlorine 0.50 1.4 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 5,000/100 ml as a geometric average
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
PA0029122, Sewage, Saxonburg Area Authority, Dinnerbell Road, Saxonburg, PA 16056. This proposed facility is located in Jefferson Township, Butler County.
Description of Proposed Activity: an existing discharge of treated sewage.
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 Zelienople Municipal Water Works and Connoquenessing Creek located at Zelienople, 24 miles below point of discharge.
The receiving stream, Thorn Run, is in watershed 20-C and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 based on a design flow of 0.5 MGD.
Monthly Average Average Average Instantaneous Parameter Average (lb/day) Weekly (lb/day) Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX CBOD5 (5-1 to 10-31) 42 63 10 15 20 (11-1 to 4-30) 83 125 20 30 40 Total Suspended Solids 125 187 30 45 60 NH3-N (5-1 to 10-31) 8.3 2 4 (11-1 to 4-30) 25 6 12 Total Phosphorus (as P) (4-1 to 10-31) 8.3 2 4 Copper (Interim) 0.017 0.04 0.08 (Final) 0.014 0.033 0.066 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 2,800/100 ml as a geometric average
Total Residual Chlorine 0.43 1.42 Dissolved Oxygen minimum of 6 mg/l at all times
pH 6.0 to 9.0 standard units at all times The EPA Waiver is in effect.
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428.
No. PA0050652, Sewage, Westtown School, Westtown Road, P. O. Box 1799, Westtown, PA 19395-1799. This application is for renewal of an NPDES permit to discharge treated sewage from east branch of Chester Creek in Westtown Township, Chester County. This is an existing discharge to the east branch of Chester Creek.
The receiving stream is classified for TSF, HQ-TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.03 MGD are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 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 Nitrate and Nitrite (as N) (7-1 to 10-31) Phosphorus (as P) 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.
No. PA0052892, Sewage, Donald F. Byrne, 2201 North Ridley Creek Road, Media, PA 19063-1968. This application is for renewal of an NPDES permit to discharge treated sewage from Byrne SRSTP in Upper Providence Township, Delaware County. This is an existing discharge to an unnamed tributary.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Measurement Parameter Monthly (mg/l) Maximum (mg/l) Frequency CBOD5 (5-1 to 10-31) 10 20 Not Monitored (11-1 to 4-30) 20 40 Not Monitored Total Suspended Solids 10 20 Not Monitored Ammonia (as N) 20 40 Not Monitored
Total Residual Chlorine Monitor and Report
Monitor and Report
1/Month Fecal Coliform 200 colonies/100 ml as a geometric average
1/Year pH Within limits of 6.0--9.0 Standard Units at all times
Not Monitored The EPA Waiver is in effect.
No. PA0057274, Sewage, Michael and Antionette Hughes, 305 Auburn Drive, Downingtown, PA 19335-4420. This application is for renewal of an NPDES permit to discharge treated sewage from Hughes Single Residence Sewage Treatment Plant in Upper Uwchlan Township, Chester County. This is an existing discharge to an unnamed tributary to Marsh Creek.
The receiving stream is classified for HQ-TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Measurement Parameter Monthly (mg/l) Maximum (mg/l) Frequency CBOD5 10 20 Not Monitored
Total Suspended Solids 10 20 Not Monitored
Ammonia (as N) (5-1 to 10-31) 1.5 3.0 Not Monitored (11-1 to 4-30) 4.5 9.0 Not Monitored Total Residual Chlorine Monitor and Report
Monitor and Report
1/Month Fecal Coliform 200 colonies/100 ml as a geometric average
1/Year Dissolved Oxygen minimum of 6.0 mg/l at all times
Not Monitored
pH Within limits of 6.0--9.0 Standard Units at all times
Not Monitored The EPA Waiver is in effect.
No. PA0052647, Industrial Waste, Pottstown Borough Water Authority, 100 East High Street, Pottstown, PA 19464. This application is for renewal of an NPDES permit to discharge untreated filter backwash water from Pottstown Borough Water Treatment Plant in West Pottsgrove Township, Montgomery County. This is an existing discharge to Schuylkill River.
The receiving stream is classified for WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.20 MGD are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Iron, Total 2.0 4.0 Aluminum, Total 4.0 8.0 Manganese, Total 1.0 2.0 Total Suspended Solids 30 60 Total Residual Chlorine 0.5 1.0 pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
No. PA0030112, Sewage, Methacton School District, 1001 Kriebel Mill Road, Norristown, PA 19408. This application is for renewal of an NPDES permit to discharge treated sewage from Methacton School District STP in Worcester Township, Montgomery County. This is an existing discharge to an unnamed tributary of Skippack Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.027 MGD, are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 20 40 (11-1 to 4-30) 25 50 Total Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Phosphorus (as P) 2.0 4.0 Total Residual Chlorine 0.2 0.5 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 in effect.
No. PA0024058, Sewage, Borough of Kennett Square, 120 North Broad Street, Kennett Square, PA 19348-2942. This application is for renewal of an NPDES permit to discharge treated sewage from a sewage treatment plant in Kennett Township, Chester County. This is an existing discharge to West Branch Red Clay Creek.
This notice reflects changes to the notice published at 32 Pa.B. 1418 (March 16, 2002). Based on additional sampling data, the limits for mercury are deleted.
No. PA0054186, Sewage, Department of Corrections, P. O. Box 246, Route 29, Graterford, PA 19426. This application is for renewal of an NPDES permit to discharge treated sewage from SCI Graterford WWTP in Skippack Township, Montgomery County. This is an existing discharge to an unnamed tributary to Perkiomen Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 1.5 mgd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total 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 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual Chlorine 0.01 0.03 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen minimum of 6 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. PA0052272, Industrial Waste, Henry Company, 336 Cold Stream Road, Kimberton, PA 19442-0368. This application is for renewal of an NPDES permit to discharge treated groundwater and stormwater from the facility in East Pikeland Township, Chester County. This is an existing discharge to unnamed tributary to French Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 9,000 GPD are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Trichloroethylene (Influent) Monitor and Report
Monitor and Report
Monitor and Report
(Effluent) 0.0056 0.011 0.014 Temperature 110°F pH Within limits of 6.0--9.0 Standard Units at all times The proposed effluent limits for Outfall 009, for stormwater are as follows:
Average Annual Instantaneous Parameter Monthly (mg/l) Average (mg/l) Maximum (mg/l) Oil and Grease Monitor and Report
Phenols Monitor and Report Dissolved Iron Monitor and Report
The proposed effluent limits for Outfall 010, for stormwater are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Annual (mg/l) Maximum (mg/l) CBOD5 Monitor and Report COD Monitor and Report
Oil and Grease Monitor and Report
pH Monitor and Report
Total Suspended Solids Monitor and Report
Total Kjeldahl Nitrogen Monitor and Report
Total Phosphorus Monitor and Report
Iron (Dissolved) Monitor and Report No. PA0057096, Sewage, Oxford Area Sewer Authority, P. O. Box 380, 401 Market Street, Oxford, PA 19363. This application is for Renewal of an NPDES permit to discharge treated sewage from Oxford Area Sewer Authority STP in East Nottingham Township, Chester County. This is an existing discharge to an unnamed tributary of Tweed Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.5 mgd are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total 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 Phosphorus (as P) 2.0 4.0 Total Residual Chlorine 0.05 0.12 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 in effect.
No. PA0054593, Sewage, David Ebersol, 167 Concord Meeting Road, Glen Mills, PA 19342. This application is for renewal of an NPDES permit to discharge treated sewage from Ebersol single residential sewage treatment plant in Concord Township, Delaware County. This is an existing discharge to unnamed tributary to West Branch of Chester Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 400 GPD are as follows:
Average Instantaneous Measurement Parameter Monthly (mg/l) Maximum (mg/l) Frequency CBOD5 (5-1 to 10-31) 10 20 Not Monitored (11-1 to 4-30) 20 40 Not Monitored Total Suspended Solids 10 20 Not Monitored Ammonia (as N) (5-1 to 10-31) 3.0 6.0 Not Monitored
(11-1 to 4-30) 9.0 18.0 Not Monitored
Total Residual Chlorine Monitor and Report
Monitor and Report
1/Month Fecal Coliform 200 colonies/100 ml as a geometric average
1/Year pH Within limits of 6.0--9.0 Standard Units at all times
Not Monitored The EPA Waiver is in effect.
No. PA0050989, Sewage, Frederick Mennonite Community, P. O. Box 498, Frederick, PA 19435-0498. This application is for renewal of an NPDES permit to discharge treated sewage from Frederick Mennonite Community WWTP in Upper Frederick Township, Montgomery County. This is an existing discharge to an unnamed tributary to West Swamp Creek.
The receiving stream is classified for TSF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 49,900 GPD are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 30 60 Ammonia (as N) (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 18.0 Phosphorus (as P) (4-1 to 10-31) 1.0 2.0 Fecal Coliform 200 colonies/100 ml as a geometric average
Dissolved Oxygen Minimum of 6.0 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.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA0063606, Industrial, SIC Code 4911, Reliant Energy Mid-Atlantic Power Holdings, LLC, 1001 Broad Street, Johnstown, PA 15907. This proposed facility is located in Bangor Borough, Northampton County.
Description of Proposed Activity: This proposed action is for renewal of NPDES permit to discharge collected and settled stormwater.
The receiving stream, Brushy Meadow Creek, is in the State Water Plan watershed #01F and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for City of Easton is located on Delaware River, 10 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.002 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Total Suspended Solids 100 Oil and Grease 20 The proposed effluent limits for Outfall 002 based on a design flow of 0.01 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Total Suspended Solids 100 Oil and Grease 20 PA0060071-A1, Industrial, Aventis Pasteur, Inc., Discovery Drive, Swiftwater, PA 18370-0187. This proposed facility is located in Pocono Township, Monroe County.
Description of Proposed Activity: This proposed action is for amendment of an NPDES permit to discharge treated process wastewater, cooling water and sewage into Swiftwater Creek in Pocono Township, Monroe County.
The receiving stream, Swiftwater Creek, is in the State Water Plan watershed #1 and is classified for HQ-CWF. The nearest downstream public water supply intake for Borough of Stroudsburg Intake is located on Brodhead Creek, approximately 10 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .35 MGD.
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) BOD5 64 NH3-N (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Phosphorous 1.5 3.0 Total Suspended Solids 30 60 75 Total Dissolved Solids 1,800 2,700 COD 162 858 pH 6.0--9.0 SU 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 Mercury 0.001 0.002 0.003 Cyanide, Total 4.27 15.2 Acetone .091 .230 Acetonetrile 4.6 11.3 n-Amyl acetate 0.230 .590 Amyl alcohol 1.86 4.5 Benzene .009 .023 n-Butyl acetate .230 .590 Chlorobenzene .027 .068 Chloroform .006 .009 o-Dichlorobenzene .028 .069 1,2-Dichloroethane .018 .027 .036 Diethyl Amine 46.3 113.5 Dimethyl Sulfoxide 17.0 41.5 Ethanol 1.86 4.5 Ethylacetate .230 .590 n-Heptane .009 .023 n-Hexane .009 .014 Isobutyraldehyde .23 .540 Isopropanol .730 1.8 Isopropyl Acetate .231 .590 Isopropyl ether 1.20 3.81 Methanol 1.9 4.500 Methycellosolve 18.40 45.4 Methylene Chloride .140 .180 Methyl Formate .230 .590 MIBK .091 .231 Phenol .009 .023 Tetrahydrofuran 1.2 3.81 Toluene .009 .027 Triethylamine 46.3 113.5 Xylenes .005 .014 A special condition for controlling chemical additives usage rate is included in the permit.
A General Condition stating that the discharge may not change the temperature of receiving stream by more than 2°F in a 1 hour period (no monitoring required).
Seventeen outfalls--uncontaminated stormwater only.
The EPA waiver is in effect.
PA0070505, Industrial, Geo Specialty Chemicals, Inc., 2409 North Cedar Crest Boulevard, Allentown, PA 18104. This proposed facility is located in South Whitehall Township, Lehigh County.
Description of Proposed Activity: Renewal of NPDES Permit to discharge treated industrial wastewater.
The receiving stream, Jordan Creek, is in the State Water Plan watershed #2C and is classified for TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Allentown/EMG is located on Lehigh River, approximately 2 miles below the point of discharge.
The proposed effluent limits for Monitoring Point 101 and Outfall 001 are based on design flows of 2 MGD and 6 MGD, respectively.
Monitoring Point 101
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) BOD5 747 1,993 45 120 Total Suspended Solids 948 3,045 57 183 PH Within limits of 6 to 9 Standard Units at all times Outfall 001
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (MGD) CBOD5 (5-1 to 10-31) 1,250 2,499 25 50 62.5 (11-1 to 4-30) 1,499 2,999 30 60 75 Total Suspended Solids 1,250 2,499 25 50 62.5 Ammonia (as N) (5-1 to 10-31) 120 240 2.4 4.8 6 (11-1 to 4-30) 360 720 7.2 14.4 18 Phosphorus (as P) 350 700 7 14 17.5 Sulfate 24,990 49,980 500 1,000 1,250 Total Dissolved Solids 49,980 99,960 1,000 2,000 2,500 Color 100 200 250 Dissolved Oxygen Minimum of 5 Mg/L at all times
pH Within limits of 6 to 9 Standard Units at all times Formaldehyde .05 .60 In addition to the effluent limits, the permit contains the following major special condition: continuation of groundwater sampling.
PAS802213, Industrial, United Parcel Service, Inc., 1821 South 19th Street, Harrisburg, PA 17104. This proposed facility is located in Stroud Township, Monroe County.
Description of Proposed Activity: Renewal of an individual Industrial Stormwater NPDES Permit for discharge of stormwater from Outfall 001 to an unnamed tributary of McMichaels Creek.
The receiving stream, unnamed tributary to McMichaels Creek, is in the State Water Plan watershed #1 and is classified for HQ-CWF. The nearest downstream public water supply intake for City of Easton is located on Delaware River is approximately 38 miles below the point of discharge.
The proposed effluent limits for Outfall 1 based on stormwater discharges.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily CBOD Report COD Report Oil and Grease Report pH Report TSS Report TKN Report Total Phosphorus Report Dissolved Iron Report PA0064220, Sewage, Twin County Joint Municipal Authority, 200 West Chapel Street, Hazleton, PA 18201. This proposed facility is located in North Union Township, Schuylkill County.
Description of Proposed Activity: Proposed discharge of 130,000 gpd of treated sewage from Nuremburg and Shepton into Tomhickon Creek.
The receiving stream, Tomhickon Creek, is in the State Water Plan watershed #5E and is classified for CWF. The nearest downstream public water supply intake for Danville Borough Water System is located on the North Branch Susquehanna River below the point of discharge.
The proposed effluent limits for Outfall 1 based on a design flow of 0.13 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25 37.5 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 17 34 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 2.3 PA0064271, Sewage, Robert and Kimberly Manning, 4926 Main Road West, Emmaus, PA 18049. This proposed facility is located in Upper Milford Township, Lehigh County.
Description of Proposed Activity: Discharge of 0.0004 MGD of treated sewage.
The receiving stream, unnamed tributary to Leibert Creek, is in the State Water Plan watershed #2C and is classified for HQ-CWF. The nearest downstream public water supply intake for City of Easton is located on Delaware River below the point of discharge.
The proposed effluent limits for Outfall 1 based on a design flow of 0.0004 mgd.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Total Suspended Solids 20 40 NH3-N (5-1 to 10-31) 5 10 (11-1 to 4-30) 15 30 Fecal Coliform 200/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1.2 2.8 PA0064211, Sewage, Schuylkill Valley Sewer Authority, P. O. Box 314, Mary-D, PA 17952. This proposed facility is located in Blythe Township, Schuylkill County.
Description of Proposed Activity: New Discharge of treated municipal wastewater.
The receiving stream, Schuylkill River, is in the State Water Plan watershed #03A and is classified for CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Pottstown Borough Water Authority is located on Schuylkill River, 40 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.55 mgd.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 17.5 35 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 2.3
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