NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[32 Pa.B. 3102]
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 the 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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
NPDES No. Facility Name & County & Stream Name EPA Waived (Type) Address Municipality (Watershed #) Y/N ? PA0060704 Pleasant Valley Manor, Inc.
4227 Manor Dr.
Stroudsburg, PA 18360
Monroe County
Hamilton Township
McMichael Creek
(1-E)
Y PA0063436
Sewage--SFRSTP
Elmer Brown
R. R. 7, Box 1579
Hallstead, PA 18822
Liberty Township
Susquehanna County
Rhiney Creek
(4E)
Y
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 ? PA0030708 Quincy United Methodist Home
P. O. Box 217
Quincy, PA 17247-0217
Franklin County
Quincy Township
West Branch of Little Antietam Creek
13-C
Y PA0110442 Carl E. Dallmeyer Family Ltd. Partnership
475 North Sherman Street Ext.
Mount Wolf, PA 17347
Bedford County
Bedford Township
Brush Run
11-C
Y
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 ? PA0114987
Sewerage
Citizens & Northern Bank
90-92 Main Street
Wellsboro, PA 16901
Charleston Township
Tioga County
Catlin Hollow
4-A
Y PA0027359
Industrial Waste
Danville Municipal Authority
235 Mill Street
Danville, PA 17821
Montour
Danville Borough
Susquehanna River
5E
Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0038351, Sewage and Industrial Waste, PHB Die Cast, Inc., 7900 West Ridge Road, Fairview, PA 16415. This proposed facility is located in Fairview Township, Erie County.
Description of Proposed Activity: This application is for renewal of an NPDES permit to discharge treated sanitary and industrial wastewater to Trout Run.
The receiving stream, Trout Run, is in watershed Trout Run and classified for CWF, 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 effluent limits for Outfall 101 based on a design flow of 0.021 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) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Dissolved Oxygen minimum of 3.0 mg/l at all times
Total Residual Chlorine 0.33 0.49 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric average
(10-1 to 4-30) 4,200/100ml as a geometric average
pH 6.0 to 9.0 standard units at all times The proposed effluent limits for Outfall 201 based on a design flow of 0.024 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 15 30 30 Oil and Grease 13 26 26 Phosphorus 1.0 1.5 2.0 Copper (T) 0.084 0.017 0.21 Lead (T) 0.026 0.052 0.065 Zinc (T) 0.534 1.07 1.34 Silver (T) 0.026 0.052 0.065 Nickel 0.585 1.17 1.462 Cyanide (T) 0.025 0.05 0.0625 Cadmium (T) 0.008 0.016 0.02 Chromium (T) 0.84 1.38 1.38 pH Within limits of 6.0 to 9.0 standard units at all times. Outfalls 002 and 003--These outfalls consist of uncontaminated stormwater only.
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. PA0013463, Industrial Waste, U. S. Steel Group, a Unit of USS Corporation--Fairless Works, Fairless Hills, PA 19030. This application is for amendment of an NPDES permit to discharge treated process wastewater, cooling water and stormwater from USS Fairless Works in Falls Township, Bucks County. This is an existing discharge to Delaware River Estuary Zone 2.
The receiving stream is classified for the following uses: WWF, MF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002, NCCW and SWRO, are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Annual (mg/l) Maximum (mg/l) Temperature 110°F Oil and Grease 15 30 pH Within limits of 6.0--9.0 Standard Units at all times CBOD5* Monitor/Report Monitor/Report COD* Monitor/Report Monitor/Report Oil and Grease* Monitor/Report Monitor/Report Total Suspended Solids* Monitor/Report Monitor/Report Lead, Total* Monitor/Report Monitor/Report Chromium, Total* Monitor/Report Monitor/Report Copper, Total* Monitor/Report Monitor/Report Cadmium, Total* Monitor/Report Monitor/Report Iron (Dissolved)* Monitor/Report Monitor/Report * These parameters shall be monitored during storm event while no NCCW discharges.
The proposed effluent limits for Outfall 003, consist of treated process waste water, cooling waste water and treated sewage are as follows:
Tidal conditions at Outfall 003 make monitoring impossible. Therefore contribution to Outfall 003 are monitored at monitoring points as follows:
Monitoring Point Description of Wastewater
MP103 Treated Process Wastewater from terminal treatment plant MP203 Treated Sewage Wastewater MP303 Cooling water and SWRO MP404 Treated Process Wastewater from finishing mill treatment plant The proposed effluent limits for Monitoring Point MP103, treated process wastewater from terminal treatment plant during the period from January 1, 2003, through startup of currently permitted production lines with similar product at full capacity, based on an average flow of 4.442 MGD are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD5 Monitor/Report Monitor/Report Total Suspended Solids 254 585 Monitor/Report Monitor/Report 37 Total Suspended Solids * 362 945 Monitor/Report Monitor/Report 25.5 Total Dissolved Solids 1,000 2,000 2,500 Oil and Grease 85 250 Monitor/Report Monitor/Report 15 Oil and Grease * 139 322 Monitor/Report Monitor/Report 10 CBOD20 2,500 BOD5 (Percent Removal) 88.5 Phenols, Total Monitor/Report Monitor/Report pH Within Limits of 6.0--9.0 STD Units all times.
Color (Pt-Co) Monitor/Report Total Residual Chlorine ** 0.5 1.2 Total Residual Chlorine *,** 0.2 0.5 Chromium, Total * 4.84 6.5 0.13 0.13 0.35 Zinc, Total * 3.47 24.41 0.1 0.7 0.7 PCBs * Monitor/Report Monitor/Report Monitor/Report * These limits are effective upon operation of SWEC Facility.
** These limits are applicable only when chlorine is used in the process of algae control.
The proposed effluent limits for Monitoring Point MP103, treated process wastewater from Terminal Treatment Plant during the period from startup of currently permitted production lines with similar product at full capacity lasting through expiration, based on 8.75 MGD are as follows:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum BOD5 Monitor/Report Monitor/Report BOD5 (Percent Removal) 88.5 Total Suspended Solids 2,639 6,228 Monitor/Report Monitor/Report 115 Total Suspended Solids * 2,747 6,587 Monitor/Report Monitor/Report 90 Total Dissolved Solids 1,000 2,000 2500 Oil and Grease 928 2,362 Monitor/Report Monitor/Report 42 Oil and Grease * 982 2,434 Monitor/Report Monitor/Report 32 CBOD20 2,500 Phenols, Total Monitor/Report Monitor/Report pH Within Limits of 6.0--9.0 STD Units all times.
Color (Pt-Co) Monitor/Report Total Residual Chlorine** 0.5 1.2 Total Residual Chlorine *,** 0.2 0.5 Chromium, Total * 10.8 17.27 0.142 0.240 0.355 Zinc, Total * 15.3 54.75 0.200 0.750 0.750 PCBs * Monitor/Report Monitor/Report Monitor/Report * These limits are effective upon operation of SWEC Facility
** These limits are applicable only when chlorine is used in the process of algae control.
The proposed effluent limits for monitoring point MP203 (treated sewage), based on an average flow of 0.194 MGD are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) BOD5 30 60 Suspended Solids 30 60 CBOD20 (lbs/day) 67 BOD5 (Percent removal) 88.5 Total Residual Chlorine 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average pH Within limits of 6.0--9.0 Standard Units at all times The proposed effluent limits for monitoring point MP303 (cooling water), based on an average flow of 0.046 MGD are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 Oil and Grease 15 30 Temperature 110°F pH Within limits of 6.0--9.0 Standard Units at all times
Fecal Coliform Monitor/Report Monitor/Report The proposed effluent limits for monitoring point MP403, treated process wastewater from Finishing Mill Treatment Plant, during the period from January 1, 2003, through startup of currently permitted production lines with similar product at full capacity, based on an average flow of 1.00 MGD are as follows:
Mass Units (lb/days) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Lead, Total 1.49 2.02 Monitor/Report Monitor/Report 0.45 Zinc, Total 1.47 4.41 Monitor/Report Monitor/Report 0.53 Chromium, Total Monitor/Report Monitor/Report 0.1 0.3 0.3 Nickel, Total Monitor/Report Monitor/Report 0.2 0.45 0.5 Naphthalene 0.071 Monitor/Report Monitor/Report 0.01 Chromium, Hex 0.095 0.284 Monitor/Report Monitor/Report 0.035 Copper, Total Monitor/Report Monitor/Report 0.1 0.3 0.3 Tetrachloroethylene 0.107 Monitor/Report 0.013 The proposed effluent limits for Monitoring Point MP403, treated process wastewater from Finishing Mill Treatment Plant, during the period from startup of currently permitted production lines with similar products at full capacity to lasting through expiration, based on an average flow of 2.34 MGD are as follows:
Mass Units (lb/days) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Lead, Total 10.3 29.0 Monitor/Report Monitor/Report 1.56 Zinc, Total 13.3 34.7 Monitor/Report Monitor/Report 1.78 Chromium, Total Monitor/Report Monitor/Report 0.348 0.680 0.87 Nickel, Total Monitor/Report Monitor/Report 0.535 1.18 1.34 Naphthalene 1.541 Monitor/Report Monitor/Report 0.10 Chromium, Hex 0.25 0.58 Monitor/Report Monitor/Report 0.038 Cadmium, Total Monitor/Report Monitor/Report 0.054 0.137 Copper, Total Monitor/Report Monitor/Report 0.403 0.774 1.0 Cyanide, Total Monitor/Report Monitor/Report 0.1 0.185 1.0 Silver, Total Monitor/Report Monitor/Report 0.04 0.07 0.1 Total Toxic Organics (TTO) Monitor/Report 2.13 Tetra Chloroethylene 2.31 Monitor/Report 0.12 The proposed effluent limits for Outfalls 005, 007 and 009 (stormwater) are as follows:
Average Maximum Parameter Annual (mg/l) Daily (mg/l) CBOD5 Monitor/Report Monitor/Report Total Suspended Solids Monitor/Report Monitor/Report Oil and Grease Monitor/Report Monitor/Report pH Monitor/Report Monitor/Report Iron (Dissolved) (005, 009 only) Monitor/Report Monitor/Report Zinc, Total (007 only) Monitor/Report Monitor/Report The proposed effluent limits for Outfalls 010 and 011 (intake screen backwash water) are as follows:
The materials (Solids and other debris) physically or mechanically removed by USS in backwash operation shall not be returned to surface waters. The disposal of this material shall prevent any discharge of removed substances to the surface waters.
Other Conditions:
1. The EPA waiver in not in effect
2. CBOD20 allowances.
3. 88.5% reduction of BOD5 per Delaware River Basin Commission requirements.
4. Thermal requirements
5. TTO definition.
6. Approved chemical additives
7. Special test methods for certain pollutants.
No. PA0057088, Industrial Waste, Exelon Generation Company, 200 Exelon Way, KSA 1-E, Kennett Square, PA 19348. This application is for renewal of an NPDES permit to discharge cooling water from a power plant in Falls Township, Bucks County. This is an existing discharge to Delaware Estuary-Zone 2.
The receiving stream is classified for the following uses: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average annual flow of 26.01 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Residual Chlorine 0.2 0.5 Temperature 110°F pH Within limits of 6.0--9.0 Standard Units at all times The EPA Waiver is in effect.
Other Conditions:
Thermal requirements.
No. PA0058491, Industrial Waste, PECO Energy Company, 300 Front Street, Building No. 1, Conshohocken, PA 19428. This application is for issuance of an NPDES permit to discharge treated groundwater from PECO's former Ardmore Service Center in Lower Merion Township, Montgomery County. This is a new discharge to Cobbs Creek from a storm sewer and dry swale.
The receiving stream is classified for the following uses: WWF, migratory fishery water aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 22,000 GPD are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 60 75 pH Within limits of 6.0--9.0 Standard Units at all times
Iron, Total 1.5 3.0 3.75 Manganese, Total 1.0 2.0 2.50 Tetrachloroethylene 0.005 0.010 0.0125 Trichloroethylene 0.005 0.010 0.0125 MTBE Monitor/Report Monitor/Report Monitor/Report Magnesium, Total 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. PA0050202, Industrial Waste, National Railroad Passenger Corporation, 30th Street Station, 30th and Race Streets, Philadelphia, PA 19104-2898. This application is for renewal of an NPDES permit to discharge stormwater from Amtrak Race Street/Penn Coach Yard in the City of Philadelphia, Philadelphia County. This is an existing discharge to Schuylkill River.
The receiving stream is classified for the following uses: WWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on stormwater flows are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Suspended Solids 30 60 75 Oil and Grease 15 30 pH Within limits of 6.0--9.0 Standard Units at all times Phenols, Total 5.9 11.8 14.8 Dissolved Iron 7.0 TPH Monitor/Report The EPA Waiver is in effect.
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.PA#0062588, Industrial, Pennsylvania American Water Company, 20 East Union Street, Wilkes-Barre, PA 18701-1397. This proposed facility is located in Hunlock Creek Township, Luzerne County.
Description of Proposed Activity: Renewal of NPDES Permit to discharge treated filter backwash water into Pikes Creek.
The receiving stream, Pikes Creek, is in the State Water Plan Watershed #5E and is classified for HQ-CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Danville Water Company is located on the Susquehanna River, approximately 35 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .435 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total Suspended Solids 30 60 Total Aluminum 4.5 9.5 1.5 2.5 3.5 Total Iron 2 4 Total Manganese 1 2 pH 6 to 9 Standard Units at all times PA0063568, Industrial, Northampton Borough Municipal Authority, 1 Clear Spring Drive, P. O. Box 156, Northampton, PA 18067-0156. This proposed facility is located in Whitehall Township, Lehigh County.
The receiving stream, Spring Creek, is in the State Water Plan watershed #2C and is classified for CWF. The nearest downstream public water supply intake for City of Allentown is located on the Lehigh River, 8.5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.0833.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Aluminum Total 1.4 2.8 Manganese Total 1 2 Total Iron 2 4 Total Suspended Solids 30 60 pH Within Limits 6--9 Standard Units at all times. Total Residual Chlorine 0.5 1.0 In addition to the effluent limits, the permit contains the following major special conditions:
Chemicals additions.
PA#0020168, Sewage, Borough of East Stroudsburg, P. O. Box 303, East Stroudsburg, PA 18301. This proposed facility is located in East Stroudsburg Borough, Monroe County.
The receiving stream, Brodhead Creek, is in the State Water Plan Watershed #1E and is classified for TSF. The nearest downstream public water supply intake for the City of Easton is located on the Delaware River, 33 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 2.25.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 9.5 14.3 18.0 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
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1.0 2.30 Whole Effluent Toxicity Less than 3.846 TUa In addition to the effluent limits, the permit contains the following major special conditions: WET Testing Requirements.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0246778, Industrial Waste, Groundwater Remediation System Outfall, Miller's Greenhouse Incorporated, 485 Church Street, Landisville, PA 17538. This facility is located in East Hempfield Township, Lancaster County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated industrial waste.
The receiving stream, an unnamed tributary to Swarr Run, is in Watershed 7-J and classified for CWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Holtwood Power Plant is located on the Susquehanna River, approximately 70 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 0.022 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Benzene XXX XXX 0.001 0.002 XXX Toluene XXX XXX Monitor and Report Monitor and Report XXX Ethylbenzene XXX XXX Monitor and Report Monitor and Report XXX Cumene XXX XXX Monitor and Report Monitor and Report XXX Naphthalene XXX XXX Monitor and Report Monitor and Report XXX Fluorene XXX XXX Monitor and Report Monitor and Report XXX Phenanthrene XXX XXX Monitor and Report Monitor and Report XXX Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0246751, Industrial Waste, Groundwater Remediation System Outfall, United Refining Company of PA, P. O. Box 688, Warren, PA 16365. This facility is located in Henderson Township, Huntingdon County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated industrial waste.
The receiving stream, a drainage swale that discharges to an unnamed tributary to the Juniata River, is in Watershed 12-C and classified for dry stream discharge, water supply and recreation and fish consumption. The nearest downstream public water supply intake for United Water is located on the Susquehanna River, approximately 100 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 0.043 MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Total BTEX XXX XXX 0.100 0.200 XXX Benzene XXX XXX 0.001 0.002 XXX Ethylbenzene XXX XXX Monitor and Report Monitor and Report XXX Toluene XXX XXX Monitor and Report Monitor and Report XXX Xylenes, Total XXX XXX Monitor and Report Monitor and Report XXX MTBE XXX XXX Monitor and Report Monitor and Report XXX Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is in effect.
Application No. PA 0024040, Sewage, Borough of Highspire, 640 Eshelman Street, Highspire, PA 17034-1698. This facility is located in Highspire Borough, Dauphin County.
Description of activity: The application is for an amendment of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Susquehanna River, is in Watershed 7-C and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Columbia Borough is located on the Susquehanna River, approximately 11.6 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 2.0 MGD are:
Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 40 50 Total Suspended Solids 30 45 60 Total Phosphorus 2.0 4.0 Total Nitrogen Monitor and
ReportDissolved Oxygen Minimum of 5.0 at all times
pH From 6.0 to 9.0 inclusive
Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric average
(10-1 to 4-30) 100,000/100 ml as a geometric average Individuals may make an appointment to review the Department files on this case by calling the File Review Coordinator at (717) 705-4732.
The EPA waiver is not in effect to remove the whole effluent toxicity testing effluent limit and Part C requirements for further studies of the sources of toxicity.
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