NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[33 Pa.B. 763]
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 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
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0110957
(Industrial Waste)TRW Automotive
601 East Market Street
Danville, PA 17821Montour
Danville BoroughSechler Run
5EY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0103969, Sewage, Varischetti and Sons, Inc., P. O. Box 220, Brockway, PA 15824. This proposed facility is located in Washington Township, Jefferson County.
Description of Proposed Activity: Renewal of an existing discharge of treated sewage.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, sulfates, chlorides and phenolics, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the Hawthorn Water Authority on the Redbank Creek located at Hawthorn, approximately 36 miles below point of discharge.
The receiving stream, unnamed tributary to Wolf Run, is in watershed 17C and classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.000450 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow XX XX CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100ml as a geometric average
(10-1 to 4-30) 21,200/100ml as a geometric average
Total Residual Chlorine 1.5 3.5 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
Northeast Region: Water Management Program Manager, 2 Public Square, Wilkes-Barre, PA 18711-0790.
PAS802220, Industrial, SIC Code 5171, Gulf Oil Limited Partnership, 90 Everett Avenue, Chelsea, MA 02150-2337. This proposed action is for the renewal of an NPDES permit to discharge treated site stormwater into Mill Creek in Pittston Township, Luzerne County.
The receiving stream is in the State Water Plan watershed no. 05A and is classified for CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Danville Borough Water Authority is on the Susquehanna River, approximately 40 miles below the point of discharge.
Outfall 001: The proposed effluent limits based on a design flow of n/a MGD are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Instantaneous Parameter Monthly Daily Monthly Maximum CBOD5 XX COD XX Oil and Grease XX pH XX Total Suspended Solids XX Total Kjeldahl Nitrogen XX Total Phosphorous XX Dissolved Iron XX Monitor and Report on DMRs or perform an annual inspection of the facility.
The EPA waiver is in effect.
PA0062600, Industrial, SIC, Agway Petroleum Corporation, Schuylkill Haven Bulk Plant, P. O. Box 4852, Syracuse, NY 13221. This proposed action is for renewal of an NPDES permit to discharge treated stormwater into an unnamed tributary of Mahanoy Creek in North Manheim Township, Schuylkill County.
The receiving stream is in the State Water Plan watershed no. 6B and is classified for CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 are:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Total Recoverable Petroleum Hydrocarbons Monitor Only This permit also contains special conditions pertaining to control of product contaminated stormwater runoff from petroleum marketing terminals.
The EPA waiver is in effect.
PA0063053, Industrial, Tamaqua Area Water Authority, 320 East Broad Street, Tamaqua, PA 18252. This proposed facility is located in Rush Township, Schuylkill County.
Description of Proposed Activity: Application for renewal of a NPDES permit to discharge treated process wastewater in the Little Schuylkill River.
The receiving stream, Little Schuylkill River, is in the State Water Plan watershed no. 3A and is classified for HQ-CWF. The nearest downstream public water supply intake for the Pottstown Water Treatment Plant is on the Schuylkill River, below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.176 MGD.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Parameter Monthly Daily Monthly Daily Total Suspended Solids 30.0 60.0 Total Aluminum 4.0 8.0 Total Iron 2.0 4.0 Total Manganese 1.0 2.0 pH 6.0 to 9.0 Standard Units at all times
Total Chlorine Residual 0.5 1.0 PA0024015, Sewage, Cressona Borough Authority, 78 South Sillyman Street, Cressona, PA 17929. This proposed facility is located in Cressona Borough, Schuylkill County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage.
The receiving stream, L. Br. Schuylkill River, is in the State Water Plan watershed no. 3A and is classified for CWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for the Pottstown Water Authority is on the Schuylkill River, approximately 5 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of .72 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 1 2 PA0043877, Sewage, Pottsville Area Sewer Authority, North Centre Street, P. O. Box 1163, Pottsville, PA 17901-7163. This proposed facility is located in Pottsville City, Schuylkill County.
Description of Proposed Activity: Renewal of an NPDES Permit.
The receiving stream, West Branch of Schuylkill River, is in the State Water Plan watershed no. 3A and is classified for CWF. The nearest downstream public water supply intake for the Pottstown Water Authority is located on the Schuylkill River is 59 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 0.500 MGD.
Average Average Maximum Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) CBOD5 25.0 40.0 5.0 Total Suspended Solids 30.0 45.0 60.0 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 2.0 In addition to the effluent limits, the permit contains the following major special conditions: pretreatment operating reporting requirement and combined sewer overflows.
PA0026042, Sewage, City of Bethlehem, 10 East Church Street, Bethlehem, PA 18018. This proposed facility is located in City of Bethlehem, Northampton County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage.
The receiving stream, Lehigh River and Saucon Creek, is in the State Water Plan watershed no. 2C and is classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Keystone Water Supply is on the Delaware River, approximately 40 miles below the point of discharge.
The proposed effluent limits for Outfall 001 based on a design flow of 20 MGD.
Monthly Average Instantaneous Parameter Average (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (6-1 to 10-31) 5.0 10 (11-1 to 5-31) 15 30 Fecal Coliform 200 colonies/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 0.5 1.3 The EPA waiver is not in effect.
The proposed effluent for Outfall 006 which is plant emergency discharge:
Monthly Average Instantaneous Parameter Average (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Ammonia (as N) (6-1 to 10-31) 5.0 10 (11-1 to 5-31) 15 30 Fecal Coliform 200 colonies/100 ml as a geometric mean
pH 6.0 to 9.0 standard units at all times.
Total Residual Chlorine 0.50 1.30 The proposed effluent for Outfalls 003 and 004 which are plant overflows are as follows:
Monthly Instantaneous Parameter Average (mg/l) Maximum (mg/l) CBOD5 Monitor and Report Total Suspended Solids Monitor and Report
Fecal Coliform Monitor and Report
pH Monitor and Report
Sampling shall take place on an hourly basis at each outfall location for the duration of the discharge.
Other Requirements: Pretreatment condition, combined sewer overflows condition, whole effluent toxicity test condition, inclusion of five uncontaminated stormwater outfalls.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.PA0024147, Sewage, Cumberland Township Municipal Authority, 1370 Fairfield Road, Gettysburg, PA 17325. This facility is located in Cumberland Township, Adams County.
Description of activity: The application is for issuance of an NPDES permit for an existing discharge of treated sewage.
The receiving stream, Willoughby Run, is in Watershed 13-D and classified for WWF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for the City of Frederick is located on the Monocacy River, approximately 42 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.650 MGD are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 10 15 20 Total Suspended Solids 10 15 20 NH3-N (5-1 to 10-31) 2 4 (11-1 to 4-30) 6 12 Total Residual Chlorine 0.5 1.0 Dissolved 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) 2,000/100 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 in effect.
PA0246891, Industrial Waste, SIC Code 9711, Letterkenny Army Depot, One Overcash Avenue, Chambersburg, PA 17201. This facility is located in Greene, Hamilton and Letterkenny Townships, Franklin County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated stormwater.
The receiving stream, UNT Rocky Spring Branch, is in Watershed 13-C and classified for TSF, water supply and recreation and fish consumption. The nearest downstream public water supply intake for Hagerstown, MD is located on the Potomac River downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 006 are variable:
Monitoring Requirements Parameter Grab Sample (mg/l) Total Dissolved Solids Monitor and Report Chloride Monitor and Report Total Suspended Solids Monitor and Report Fluoride Monitor and Report Sulfate Monitor and Report Nitrate-Nitrogen Monitor and Report NH3-Nitrogen Monitor and Report pH (S.U.) Monitor and Report Arsenic Monitor and Report Aluminum Monitor and Report Nickel Monitor and Report Iron Monitor and Report Manganese Monitor and Report Lead Monitor and Report Zinc Monitor and Report Mercury Monitor and Report 2,4-Dinitrotoluene Monitor and Report 2-Amino-4,6-Dintrotoluene Monitor and Report 4-Amino-2, 6-Dintrotoluene Monitor and Report HMX Monitor and Report RDX Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions: Part A effluent limits in the form of BMPs; and Part C conditions for stormwater outfalls.
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.
Southwest Regional Office: Regional Manager, Water Management, 400 Waterfront Drive, Pittsburgh, PA 15222-4745; (412) 442-4000.PA0025968, Sewage, Aliquippa Municipal Water Authority, 160 Hopewell Avenue, Aliquippa, PA 15001-3545. This application is for renewal of an NPDES permit to discharge treated sewage from the Aliquippa STP in Aliquippa Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Ohio River, which are classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the ARCO Chemical Company--BV Plant on the Ohio River.
Outfall 001: existing discharge, design flow of 3.4 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 10-31) 200/100 ml as a geometric mean
(11-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0026778, Sewage, Windber Area Authority, 1700 Stockholm Avenue, Windber, PA 15963. This application is for renewal of an NPDES permit to discharge treated sewage from Ingleside Sewage Treatment Plant in Richland Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Stony Creek and Stony Creek, which are classified as CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Saltsburg Municipal Waterworks.
Outfall 001: existing discharge, design flow of 4 mgd to unnamed tributary of Stony Creek.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 1.9 2.9 3.9 (11-1 to 4-30) 2.9 4.3 5.7 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine (1st Month--36th Month) 0.5 1.6 (37th Month--Expiration or 0.01 0.04 Completion of Plant Expansion) Dissolved Oxygen not less than 6 mg/l
pH not less than 6.0 nor greater than 9.0 Other Conditions: The following effluent limitations will apply if/when Outfall 001 is relocated to Stony Creek.
Outfall 001: relocated discharge, design flow of 4 mgd to Stony Creek.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 7.8 11.7 15.5 (11-1 to 4-30) 23 34.5 46 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 0.5 1.6 pH not less than 6.0 nor greater than 9.0
The EPA waiver is not in effect.
PA0028801, Sewage, Moon Township Municipal Authority, 1700 Beaver Grade Road, Suite 101, Moon Township, PA 15108. This application is for renewal of an NPDES permit to discharge treated sewage from Montour Run Water Pollution Control Plant in Moon Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Ohio River Back Channel, which are classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the ARCO Chemical Company--BV Plant on the Ohio River.
Outfall 001: existing discharge, design flow of 6.2 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 38 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 10-31)
200/100 ml as a geometric mean
(11-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 0.5 1.6 pH not less than 6.0 nor greater than 9.0 The EPA waiver is not in effect.
PA0039489, Sewage, Garrett Borough Municipal Authority, P. O. Box 218, 307 Municipal Road, Garrett, PA 15542. This application is for renewal of an NPDES permit to discharge treated sewage from Garrett Borough STP in Garrett Borough, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Casselman River, which are classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Ohiopyle Municipal Water Works.
Outfall 001: existing discharge, design flow of 0.0677 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0 Other Conditions: Outfalls 002 and 003 will serve as combined sewer overflows.
The EPA waiver is in effect.
PA0092533, Sewage, Indiana County Municipal Services Authority, 827 Water Street, Indiana, PA 15701. This application is for renewal of an NPDES permit to discharge treated sewage from Iselin STP in Young Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Harpers Run, which are classified as CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Freeport Water Authority.
Outfall 001: existing discharge, design flow of 0.035 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 5.0 10.0 (11-1 to 4-30) 15.0 30.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,500/100 ml as a geometric mean
Dissolved Oxygen not less than 4.0 mg/l
pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
PA0095036, Sewage, EL-DO, Inc., 700 Atlantic Avenue, McKeesport, PA 15132. This application is for renewal of an NPDES permit to discharge treated sewage from Smithton Truck Stop STP in South Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of the Youghiogheny River, which are classified as WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the McKeesport Municipal Water Authority.
Outfall 001: existing discharge, design flow of 0.03 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 3.0 6.0 (11-1 to 4-30) 9.0 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
Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 5.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0204455, Sewage, Orchard Estates MHP LLC c/o The Carlyle Group, 504 Preston Pl., Raleigh, NC 27604. This application is for renewal of an NPDES permit to discharge treated sewage from Orchard Estates MHP STP in Economy Borough, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Big Sewickley Creek, which are classified as TSF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Midland Borough Water Authority.
Outfall 001: existing discharge, design flow of 0.02 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Ammonia Nitrogen (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 5.0 10.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Total Residual Chlorine .13 .31 Dissolved Oxygen not less than 6.0 mg/l
pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
PA0205559, Sewage, WJT Enterprises, 4639 Rte. 119, Hwy. N, Home, PA 15747. This application is for renewal of an NPDES permit to discharge treated sewage from Crystal Waters Personal Care Facility STP in Rayne Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Pine Run, which are classified as CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Cadogen Township Water works.
Outfall 001: existing discharge, design flow of 0.0029 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 5,000/100 ml as a geometric mean
Total Residual Chlorine 1.4 3.3 pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
PA0219401, Sewage, James and Phyllis Bandstra, 1570 Causeway Drive, Friedens, PA 15541. This application is for renewal of an NPDES permit to discharge treated sewage from Bandstra single residence STP in Stonycreek Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Lake Stonycreek, which are classified as CWF with existing and/or potential uses for aquatic life, water supply and recreation. The first downstream potable water supply intake from this facility is the Hooversville Municipal Authority.
Outfall 001: new discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 50 Suspended Solids 30 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 2,000/100 ml as a geometric mean
Dissolved Oxygen not less than 3.0 mg/l
pH not less than 6.0 nor greater than 9.0
The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA002666, Industrial Waste, Crompton Corporation, 100 Sonneborn Lane, Petrolia, PA 16050. This proposed facility is located in Fairview Township, Butler County.
Description of Proposed discharge of treated industrial waste, treated stormwater and untreated stormwater from a producer of surface active agents is in watershed 17C and classified for WWF, 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 Pennsylvania American Water Company, Butler District on the Allegheny River at East Brady, approximately 20.4 miles below point of discharge.
The proposed effluent limits for Outfall 001 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 (MGD) XX CBOD5 XX TSS XX Oil and Grease XX (T) Iron XX Dissolved Iron XX Manganese XX Zinc XX pH XX The proposed effluent limits for Outfall 002 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 (MGD) XX CBOD5 XX TSS XX Oil and Grease XX (T) Iron XX Dissolved Iron XX Manganese XX Zinc XX pH XX The proposed effluent limits for Outfall 003 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 (MGD) XX CBOD5 XX TSS XX Oil and Grease 15 30 (T) Iron XX Dissolved Iron XX Manganese XX Zinc XX pH XX
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