NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[31 Pa.B. 4661]
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. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0053775 Thomas and Maureen Scheuerman
321 N. Feathering Road
Media, PA 19063
Delaware County
Upper Providence
Township
UNT of Ridley Creek Renewal PA0055671 Worcester Township
1721 Valley Forge Road
P. O. Box 767
Montgomery County
Worcester Township
UNT to Skippack Creek Renewal __________
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110; (717) 705-4707.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0087033 Rachel Esh
6352 McClays Mill Rd.
Newburg, PA 17240
Franklin County
Lurgan Township
UNT Conodoguinet Creek/7B Yes PA0084751 Doubling Gap Center, Inc.
1550 Doubling Gap Rd.
Newville, PA 17241
Cumberland County
Lower Mifflin Township
Doubling Gap Creek/7B Yes PA0082392 Derry Township Municipal Authority
670 Clearwater Road
Hershey, PA 17033-2453
Dauphin County
Londonderry Township
Swatara Creek/7D Yes __________
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0114936 BCI Municipal Authority
Box 388
Irvona, PA
Clearfield County
Irvona Borough
Clearfield Creek
SWP 8-C
Y __________
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
PA0104493, Industrial Waste. Piney Creek Limited Partnership, Piney Creek Project, 428 Power Lane, Clarion, PA 16214.
This proposed facility is located in Piney Township, Clarion County.
Description of Proposed discharge of industrial wastewater, sewage and stormwater to a 32 Mw Steam Electric Co-Generation facility, is in watershed 17B and classified for: cold water fishery and is acid mine drainage affected, 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 Parker City Water System on the Allegheny River located at Parker City, approximately 27.06 miles below point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.18 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 30.0 97.0 Oil and Grease 4.5 6.0 30.0 Total Aluminum 1.0 2.0 2.5 Total Iron 0.5 1.0 1.25 Total Manganese 1.0 2.0 2.5 Total Residual Chlorine 0.5 1.2 Free Available Chlorine 0.13 0.34 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 101 are based on a design flow of 0.00055 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX CBOD 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100ml (10-1 to 4-30) 100,000/100ml pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 201 are 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 TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 301 are based on a design flow of 0.0864 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 21.6 72.0 30.0 100.0 100.0 Oil and Grease 10.8 21.6 15.0 20.0 30.0 Total Chromium 0.2 0.2 0.2 Total Zinc 1.0 1.0 1.0 Free Available Chlorine 0.2 0.5 0.5 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 401 are based on a design flow of 0.045 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 30.0 60.0 75.0 Total Aluminum 4.0 8.0 10.0 Total Iron 2.0 4.0 5.0 Total Manganese 1.0 2.0 2.5 Total Chromium 0.2 0.2 0.2 Total Zinc 1.0 1.0 1.0 Free Available Chlorine 0.2 0.5 0.5 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 501 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 601 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 701 are based on a design flow of varies MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall Sedimentation Trap A are 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 TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall Sedimentation Trap B are 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 TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall Sedimentation Trap C are 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 TSS 50 pH Within limits of 6.0 to 9.0 standard units at all times. XX--Monitor and report.
In addition to the effluent limits, the permit contains the following major special conditions.
The EPA Waiver is in effect.
PA0005029, Industrial Waste. Reliant Energy Mid-Atlantic Power Holdings, LLC--Piney Hydro Power Plant, 2000 River Road, Clarion, PA 16214.
This proposed facility is located in Piney Township, Clarion County.
Description of Proposed discharge of treated sewage, noncontact cooling water, stormwater and floor drain water, is in watershed 17B and classified for: cold 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 New Kensington Municipal Water Company on the Allegheny River located at New Kensington, approximately 70 miles below point of discharge.
The proposed effluent limits for Outfall 005 are based on a design flow of 0.000422 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX CBOD5 25 50 TSS 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml (10-1 to 4-30) 100,000/100 ml Total Residual Chlorine 1.2 2.8 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 006 are based on a design flow of 0.000445 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 TSS 30 100 pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 008 are based on a design flow of 0.286 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 009 are based on a design flow of 0.286 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 010 are based on a design flow of 0.286 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow XX pH Within limits of 6.0 to 9.0 standard units at all times. The proposed effluent limits for Outfall 011 are 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 This discharge shall consist of stormwater runoff only. The proposed effluent limits for Outfall 012 are 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 This discharge shall consist of stormwater runoff only. The proposed effluent limits for Outfall 013 are 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 This discharge shall consist of stormwater runoff only. XX--Monitor and report.
In addition to the effluent limits, the permit contains the following major special conditions.
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. PA0058360, Industrial Waste, Main Street at Exton II, L.P., 1250 Germantown Pike, Suite 305, Plymouth Meeting, PA 19462.
This application is for issuance of an NPDES permit to discharge treated groundwater from Main Street at Exton, Ground Water Cleanup site in West Whiteland Township, Chester County. This is a new discharge to unnamed tributary of Valley Creek.
The receiving stream is classified for the following uses: cold water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 12,000 GPD are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30
45
60
Total Dissolved Solids Monitor/Report
Monitor/Report Monitor/Report pH Within limits of 6.0--9.0 Standard Units at all times
Iron, Total 5.0
10.0
12.5
Iron, Dissolved 0.5
1.0
1.2
Magnesium, Total Monitor/Report
Monitor/Report
Monitor/Report
Benzene 0.001
0.002
0.0025
Tetrachloroethylene Monitor/Report
Monitor/Report
Monitor/Report
Trichloroethylene 0.004
0.008
0.01
Vinyl Chloride Monitor/Report Monitor/Report Monitor/Report Other Conditions:
The EPA Waiver is in effect.
Conditions for future permit modification.
Special Test Methods for certain pollutants.
No. PA0056910, Sewage, Hugh Sharp, 5236 Valley Park Road, Doylestown, PA 18901.
This application is for renewal of an NPDES permit to discharge treated sewage from a single family home in Plumstead Township, Bucks County. This is existing discharge to unnamed tributary to North Branch Neshaminy Creek.
The receiving stream is classified for the following uses: warm water fishery.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10
20
Suspended Solids 20
40
Total Residual Chlorine Monitor/Report Monitor/Report Fecal Coliform 200 colonies/100 ml as a geometric average pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
No. PA0026531, Sewage, Downingtown Area Regional Authority, P. O. Box 8, Exton, PA 19341.
This application is for renewal of an NPDES permit to discharge treated sewage from the Downingtown Area Regional Authority's STP in East Caln Township, Chester County. This is an existing discharge to the East Branch Brandywine Creek.
The proposed effluent limits for Outfall 001, based on an average flow of 7.134 mgd are as follows:
Mass Loading (lbs/day) Concentrations (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Monthly Daily Maximum CBOD5 (5-1 to 10-31) 336* 504* 10 15 20 (11-1 to 4-30) 672* 1,008* 20 30 40 Suspended Solids 1,751 2,627 30 45 60 Ammonia (as N) (5-1 to 10-31) 67* 2.0 4.0 (11-1 to 4-30) 200* 6.0 12.0 Phosphorus (as P) (4-1 to 10-30) 53* 2.0 4.0 Total Residual
Chlorine
0.5 1.6 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 * These are the mass load allocations based on Christina River Basin TMDL dated January 19, 2001.
The EPA Waiver is not in effect.
Other Conditions:
Conditions for Future Permit Modification
Implementation of Industrial Pre-treatment Program Requirements
Effective Disinfection__________
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
PA#0064149, Sewage, Lehigh Valley Water Co., LLC, (Arcadia West Industrial Park), 54 South Commerce Way, Suite 175, Bethlehem, PA 18017-8966.
This proposed facility is located in Weisenberg Township, Lehigh County.
Description of Proposed Activity: Issuance of a new NPDES permit to discharge treated sewage.
The receiving stream, unnamed tributary to Mill Creek, is in the State Water Plan Watershed #3B and is classified for: trout stocking fishery. The nearest downstream public water supply intake for Pottsville Borough Water Authority is located on Schuylkill River, approximately 50 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.012 MGD.
Average Average Maximum Daily Parameter Monthly (mg/l) Weekly (mg/l) (mg/l) CBOD5 25.0 50.0 Total Suspended Solids 30.0 60.0 NH3-N (5-1 to 10-31) 4.4 8.8 (11-1 to 4-30) 13.2 Dissolved Oxygen A minimum of 4.0 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 0.4 1.0
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0007552, Industrial Waste, SIC Code 2015, Empire Kosher Poultry, Inc., R. R. 5, Box 228, Mifflintown, PA 17059-9803.
This facility is located in Walker Township, Juniata County.
Description of activity: The application is for renewal of an NPDES permit for an existing discharge of treated industrial waste.
The receiving stream, Juniata River, is in Watershed 12-A and classified for warm water fishery, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Dauphin Consolidated is located on Susquehanna River, approximately 40 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 2.2 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Residual Chlorine XXX XXX 0.5 1 1.63 Total Suspended Solids Monitor & Report
25 50 75 BOD5 Monitor & Report
20 40 50 NH3-N (5-1 to 10-31) 678 1,357 37 74 80 (11-1 to 4-30) Monitor & Report
Monitor & Report Oil and Grease XXX XXX 15 XXX 30 Individuals may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is not in effect.
Application No. PA 0088781, Industrial Waste, Conectiv Mid-Merit, Inc., 113 Pencader Drive, Suite 100, P. O. Box 6066, Newark, DE 19714-6066.
The proposed facility will be located in Peach Bottom Township, York County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of cooling tower blowdown.
The receiving stream, Susquehanna River, is in Watershed 7-I and classified for warm water fishery, water supply and recreation and fish consumption. The nearest downstream public water supply intake is the City of Baltimore, located on the Susquehanna River approximately nine miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a maximum discharge rate of 6.01 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum pH XXX XXX 6.0 to 9.0 inclusive
Oil and Grease XXX XXX 15 20 30 Total Suspended Solids XXX XXX 30 100 XXX Free Available Chlorine XXX XXX XXX 0.2 0.5 Discharge Temperature XXX XXX XXX 110°F XXX Heat Rejection Rate XXX XXX XXX Monitor & Report
XXX Total Aluminum XXX XXX XXX Monitor & Report
XXX Total Copper XXX XXX XXX Monitor & Report
XXX In addition to the effluent limits, the permit contains the following major special conditions:
* Instream temperature monitoring
* Development of a Preparedness, Prevention and Contingency (PPC) Plan.
Individuals 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 Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0229460, Sewage, SIC Code 4952, Abbott Township, 1431 Germania Road, Galeton, PA 16922.
This proposed facility is located in Abbott Township, Potter County.
Description of Proposed Activity: Discharge of treated sewage from the Village of Germania.
The receiving stream, Germania Branch of Kettle Creek, is in the State Water Plan watershed 9-B (Kettle Creek) and is classified for: Exceptional Value-Cold Water Fishery. The nearest proposed downstream public water supply intake, for the City of Lock Haven, is to be located on the West Branch Susquehanna River, 75 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.015 MGD.
Discharge mg/l Average mg/l Average mg/l Daily mg/l Parameter Minimum Monthly Weekly Maximum Instantaneous Maximum pH (Std Units) 6.0 9.0 CBOD5 (6-1 to 10-31) 15 23 30 (11-1 to 5-31) 25 40 50 TSS 20 30 40 NH3-N monitor
monitor
monitor 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 In addition to the effluent limits, the permit contains the following major special conditions.
1. Provide ultraviolet disinfection and sand filtration prior to discharge.
PA 02284 51, CAFO 0291, Barry Parthemer, R. D. 2, Box 1025, McClure, PA 17841.
This existing facility is located in West Beaver Township, Snyder County.
Description of existing activity: This farm operation raises dairy animals, swine and poultry. Manure is utilized on a corn and rye rotation, as well as application on hay and pasture ground. A total of 1,172.9 acres is available for nutrient application from 1,915 Animal Equivalent Units (AEUs).
The receiving stream, Ulsh Gap Run, is in the State Water Plan watershed 6A and is classified for: High Quality-Cold Water Fishes.
The proposed effluent limits for the operation/activity include: except for the chronic or catastrophic rainfall events defined as over the 25 year/24 hour rain storms, the CAFO general permit is a nondischarge NPDES permit. Where applicable, compliance with 40 CFR Federal effluent limitation guidelines is required. The general permit requires no other numeric effluent limitations and compliance with Pennsylvania Nutrient Management Act and the Clean Stream Law constitutes compliance with the State narrative water quality standards.
PA 0008451, Industrial Waste SIC, 4911, Sunbury Generation, LLC, 1088 Springhurst Drive, Green Bay, WI 54304-5495.
This facility is located in Monroe Township, Snyder County.
This proposed action is for renewal of the NPDES permit for the industrial waste discharges from this Steam Electric Generating Facility.
The receiving streams, Susquehanna River and Rolling Green Run, are in the State Water Plan watershed # 6-A and are classified for: warm water fishes, aquatic life, water supply and recreation. The nearest downstream public water supply intake is for Dauphin Consolidated Water Company located on the Susquehanna River approximately 50 miles below the points of discharge.
The proposed effluent limits for Outfall 030 to the Susquehanna River are based on a design flow of 318 MGD.
Mass (lb/day) Concentration (mg/l) Instantaneous Average Maximum Average Maximum Maximum Parameter Monthly Daily Monthly Daily mg/l Total Cl2 Residual 0.20 MBTU/Day
MBTU/Day Heat: Maximum Daily
Heat: Maximum Daily 1-1 to 1-31 246,400 7-1 to 7-31
134,100
2-1 to 2-29 266,900 8-1 to 8-31
233,900 3-1 to 3-31 394,900 9-1 to 9-15
280,800
4-1 to 4-15 156,200 9-16 to 9-30
175,500
4-16 to 4-30 625,000 10-1 to 10-15
297,100
5-1 to 5-15 210,400 10-16 to 10-31
178,200 5-16 to 5-31 631,200 11-1 to 11-15
385,600
6-1 to 6-15 359,300 11-16 to 11-30
148,300
6-16 to 6-30 489,900 12-1 to 12-31
208,400
The proposed effluent limits for Internal Monitoring Point 130 for treated process water are based on a design flow of 1.29 MGD.
Mass (lb/day) Concentration (mg/l) Instantaneous Average Maximum Average Maximum Maximum Parameter Monthly Daily Monthly Daily mg/l TSS 30 100 130 Oil & Grease 15 20 30 Total PCBs Report
Report
pH 6.0--9.0 at all times The proposed effluent limits for Outfall 031 to Rolling Green Run are based on a design flow of 318 MGD.
Mass (lb/day) Concentration (mg/l) Instantaneous Average Maximum Average Maximum Maximum Parameter Monthly Daily Monthly Daily mg/l TSS 30 100 130 Oil & Grease 15 20 30 Total Zinc Report Report Total Aluminum Report Report Total Iron Report Report Total Dissolved Iron Report Report Total PCBs Report Report pH 6.0--9.0 at all times In addition to the effluent limits, the permit contains the following major special conditions.
There shall be no discharge of polychlorinated biphenyl compounds such as those commonly used for transformer fluid.
Special requirements for pH monitoring at Outfall 031
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