NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[33 Pa.B. 5328]
THE CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
APPLICATIONS FOR NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) PERMITS AND WATER QUALITY MANAGEMENT (WQM) PERMITS This notice provides information about persons who have applied for a new, amended or renewed NPDES or WQM permit, a permit waiver for certain stormwater discharges or submitted a Notice of Intent (NOI) for coverage under a General Permit. The applications concern, but are not limited to, discharges related to industrial, animal or sewage waste, discharges to groundwater, discharges associated with municipal separate storm sewer systems (MS4), stormwater associated with construction activities or concentrated animal feeding operations (CAFOs). This notice is provided in accordance with 25 Pa. Code Chapters 91 and 92 and 40 CFR Part 122, implementing The Clean Streams Law (35 P. S. §§ 691.1--691.1001) and the Federal Clean Water Act.
Location Permit Authority Application Type or Category Section I NPDES Renewals Section II NPDES New or amendment Section III WQM Industrial, sewage or animal waste; discharge into groundwater Section IV NPDES MS4 individual permit Section V NPDES MS4 permit waiver Section VI NPDES Individual permit stormwater construction Section VII NPDES NOI for coverage under NPDES general permits For NPDES renewal applications 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 applications for new NPDES permits and renewal applications with major changes in Section II, as well as applications for MS4 individual permits and individual stormwater construction permits in Sections IV and VI, the Department, based upon preliminary reviews, has made a tentative determination of proposed effluent limitations and other terms and conditions for the permit applications. 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 proposed NPDES permit actions under the waiver provision in 40 CFR 123.24(d).
Persons wishing to comment on an NPDES application are invited to submit a statement to the contact office noted before the application within 30 days from the date of this public notice. Persons wishing to comment on a WQM permit application are invited to submit a statement to the office noted before the application within 15 days from the date of this public notice. Comments received within the respective comment periods will be considered in the final determinations regarding the applications. 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.
The Department will also accept requests for a public hearing on applications. A public hearing may be held if the responsible office considers the public response significant. If a hearing is scheduled, a notice of the hearing will be published in the Pennsylvania Bulletin and a newspaper of general circulation within the relevant geographical area. The Department will postpone its final determination until after any public hearings are held.
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
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.
NPDES Permit
No. (Type)Facility Name and Address County and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0087700
SEWSouth Londonderry Township Municipal Authority
Campbelltown East WWTP
P. O. Box 3
Campbelltown, PA 17010-0003Lebanon County
South Londonderry TownshipKillinger Creek
7DY PA0083542
IWFlight Systems, Inc.
505 Fishing Creek Road
Lewisberry, PA 17339Cumberland County
Silver Spring TownshipHogestown Run
7BY
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.
NPDES Permit
No. (Type)Facility Name and Address County and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0228745 Carl N. and Karen J. Beaver
63 Beaver Meadows Road
Catawissa, PA 17820Columbia County
Locust TownshipUnnamed tributary to Roaring Creek
5EY PA0209651
SewerageColumbia Investment Corp.
6009 Columbia Boulevard
Bloomsburg, PA 17815Main Township
Columbia CountyUnnamed tributary to Catawissa Creek
5-EY
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES Permit
No. (Type)Facility Name and Address County and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0102156 Building Materials Manufacturing Corporation
218 West Bayfront Parkway
Erie, PA 16507City of Erie
Erie CountyUnnamed tributary to Presque Isle Bay
15Y PA0034215 Whitehaven Campground
4007 Westford Road
Jamestown, PA 16134-6735South Shenango Township
Crawford CountyUnnamed tributary to the Pymatuning Reservoir
20-AY
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.
PA0055158, Sewage, Roger and Theresa Bahnck, 327 Durham Road, Ottsville, PA 18942. This proposed facility is in Nockamixon Township, Bucks County.
The receiving stream, unnamed tributary to Haycock Creek, is in the State Water Plan watershed 2D and is classified for TSF.
The proposed effluent limits for Outfall 001 are based on a design flow of 400 gpd.
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 10 20 Ammonia (as N) (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 Total Residual Chlorine Monitor and Report Monitor and Report Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 2.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times PA0052663, SEW, SIC 4952, Knight's Bridge Corporation, 112 Chesley Drive, Suite 200, Media, PA 19063-1762. This proposed facility is in Chadds Ford Township, Delaware County.
Description of Proposed Activity: NPDES permit renewal to discharge treated sewage from the Village Shopping Center at Painter's Cross Road STP.
The receiving stream, Harvey Run, is in the State Water Plan watershed 3H-watershed and is classified for WWF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Wilmington Water Supply is on the Brandywine Creek, 14 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 90,000 gpd:
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameters Monthly Daily Monthly Daily Maximum (mg/l) CBOD5 (5-1 to 10-31) 7.5 10 20 (11-1 to 4-30) 15.0 20 40 Total Suspended Solids 7.5 10 20 Ammonia as N (5-1 to 10-31) 0.8 1.0 2.0 (11-1 to 4-30) 2.3 3.0 6.0 NO2N and NO3N 7.5 10.0 20.0 Total Residual Chlorine 0.6 1.5 Fecal Coliform 200 colonies/100 ml as geometric average Dissolved Oxygen minimum of 5 mg/l at all times pH within limits of 6.0--9.0 standard units at all times 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 notices published at 32 Pa.B. 1418 (March 16, 2002), 32 Pa.B. 5292 (October 26, 2002), 33 Pa.B. 2992 (June 28, 2003) and 33 Pa.B. 3754 (August 2, 2003): based on additional sampling data, the parameter Pentachlorophenol is removed. Also, 3 years of compliance time is provided to meet limits for Phenols, Total.
The proposed effluent limits for Outfall 001, based on an average annual flow of 1.l million gallons per day for the period beginning at issuance of the permit through completion of the second year of the permit are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 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) Monitor Monitor 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 The proposed effluent limits for Outfall 001 for the period beginning at the third year of the permit through permit expiration, based on an average annual flow of 1.1 million gallons per day are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 17 25 33 (11-1 to 4-30) 25 40 50 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) (4-1 to 10-31) 1.3 2.6 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 The proposed effluent limits for Outfall 001 for toxic pollutants, based on an average annual flow of 1.1 million gallons per day are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Lindane Monitor Monitor Monitor Phenols, Total (1st Year to 3rd Year) 0.045 0.090 0.112 (4th Year to Expiration) 0.023 0.046 0.058 Toxicity (TUc) 2.23 The proposed effluent limits for Outfall 002, based on stormwater discharge from the area around the sewage treatment plant property are as follows:
Average Parameter Annual (mg/l) CBOD5 Monitor COD Monitor Oil and Grease Monitor pH Monitor Suspended Solids Monitor Total Kjeldahl Nitrogen Monitor Total Phosphorus Monitor Dissolved Iron Monitor Implementation of industrial pretreatment program requirements; a maximum monthly flow of 1.4 million gallons per day as rated hydraulic capacity of the plant; special test methods for Lindane and Phenols, total; Toxicity Identification Evaluation to reduce or eliminate the effluent toxicity; implementation of a Corrective Action Plan in accordance with a consent decree; requirements for stormwater discharge; laboratory certification; development of an operations and maintenance plan; monitoring effluent for total residual chlorine during the period of chlorine usage for disinfection.
The EPA waiver is not in effect.
Northcentral Region: Water Management Program Manager, 208 West Third Street, Williamsport, PA 17701.PA0208922, Sewage, SIC 4952, Woodward Township Sewage and Water Authority, R. R. 1, Box 285, Houtzdale, PA 16651-9651. The existing discharge is in Woodward Township, Clearfield County.
Description of Proposed Activity: Pending renewal and modification of the NPDES permit for Outfall 001 for Punkin Hollow Wastewater Treatment Plant. Applicant has requested that the discharge rate be increased from the existing 0.385 MGD to 0.76 MGD. Only mass effluent limits will change. Secondary limits still apply.
The receiving stream, Whiteside Run, is in the State Water Plan watershed 8D and is classified for CWF. The nearest downstream public water supply intake for the Pennsylvania American Water Company in Milton, PA is a significant distance below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.76 MGD.
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 TSS 30 45 60 Total Cl2 Residual Monitor Monitor 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, at all times
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0022241, Sewage, Borough of California, P. O. Box 696, 225 Third Street, California, PA 15419. This application is for renewal of an NPDES permit to discharge treated sewage from the California Borough Sewage Treatment Plant in California Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as the Monongahela River, which are classified as a 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 Newell Municipal Authority on the Monongahela River, 0.8 mile downstream from discharge.
Outfall 001: existing discharge, design flow of 1.0 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 100,000/100 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.
PA0036307, Sewage, Municipal Authority of the Township of Robinson, P. O. Box 15539, Pittsburgh, PA 15244-0539. This application is for renewal of an NPDES permit to discharge treated sewage from Moon Run STP in Robinson Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Moon Run, which are classified as a 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 Sewickley Water Authority.
Outfall 001: existing discharge, design flow of .250 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 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0042234, Sewage, Kittanning Borough Municipal Authority, 300 South McKean Street, Kittanning, PA 16201. This application is for renewal of an NPDES permit to discharge treated sewage from Kittanning Borough STP in Kittanning Borough, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Allegheny River, which are classified as a 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 Buffalo Township Municipal Authority, Freeport Plant, on the Allegheny River.
Outfall 001: existing discharge, design flow of 1.2 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 25 37.5 50 Suspended Solids 30 45 60 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 100,000/100 ml as a geometric mean
Total Residual Chlorine 1.0 3.3 pH not less than 6.0 nor greater than 9.0 Outfalls 002 and 011, which discharge to the receiving waters known as Allegheny River, serve as combined sewer overflows necessitated by stormwater entering the sewer system and exceeding the hydraulic capacity of the sewers and/or the treatment plant. These outfalls are permitted to discharge only for this reason. There are at this time no specific effluent limitations on the outfalls. Each discharge shall be monitored for cause, frequency, duration and quantity of flow.
Outfalls SW-1 and SW-2, which discharge to the receiving waters known as Allegheny River, serve as stormwater discharges from areas in and around the treatment plant. There are at this time no effluent limitations on the outfalls. The stormwater discharges shall meet the requirements in Part C of the NPDES permit.
The EPA waiver is not in effect.
PA0090832, Sewage, West Pike Run Township, P. O. Box 222, Daisytown, PA 15427. This application is for renewal of an NPDES permit to discharge treated sewage from Abraham Plan of Lots Sewage Treatment Plant in West Pike Run Township, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Pike Run, which are classified as a 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 California Water Authority.
Outfall 001: existing discharge, design flow of 0.0035 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) 11.5 23.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean
(10-1 to 4-30) 7,000/100 ml as a geometric mean Total Residual Chlorine 1.3 3.0 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0096318, Sewage, Municipal Authority of the Township of Robinson, P. O. Box 15539, Pittsburgh, PA 15244-0539. This application is for a renewal of an NPDES permit to discharge treated sewage from Covi/Douglas Sewage Treatment Plant in Robinson Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, known as tributary of Moon Run, which are classified as a 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 Sewickley Water Authority.
Outfall 001: existing discharge, design flow of .1583 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 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 1.0 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0204927, Sewage, Barr Area Municipal Authority, P. O. Box 236, Nicktown, PA 15762. This application is for a renewal of an NPDES permit to discharge treated sewage from Norcam Industries Sewage Treatment Plant in Barr Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Hoppel Run, which are classified as a 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 Clearfield Municipal Authority on the West Branch Susquehanna River.
Outfall 001: existing discharge, design flow of .002625 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 15 20 Suspended Solids 10 15 20 Ammonia Nitrogen (5-1 to 10-31) 3.0 4.5 6.0 (11-1 to 4-30) 9.0 13.5 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 3.0 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217361, Sewage, East Huntingdon Township, P. O. Box 9, Alverton, PA 15612-0009. This application is for renewal of an NPDES permit to discharge treated sewage from the Iron Bridge STP in East Huntingdon Township, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Jacobs Creek, which are classified as a 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 Westmoreland County Municipal Authority.
Outfall 001: new discharge, design flow of .250 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 15 23 30 (11-1 to 4-30) 25 38 50 Suspended Solids 30 45 60 Ammonia Nitrogen (5-1 to 10-31) 6 9 12 (11-1 to 4-30) 18 27 36 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 Dissolved Oxygen not less than 5 mg/l
pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0217875, Sewage, Gary and Ellen Daniels, 150 Speicher Lane, Boswell, PA 15531. This application is for issuance of an NPDES permit to discharge treated sewage from the Daniels Single Residence Sewage Treatment Plant in Jenner Township, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as an unnamed tributary of South Fork Bens Creek, which are classified as a HQ-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 on the Conemaugh River.
Outfall 001: new discharge, design flow of 0.0004 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 10 20 Suspended Solids 10 20 Ammonia Nitrogen (5-1 to 10-31) 3 6 (11-1 to 4-30) 9 18 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 Monitor and Report 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.
PA0252565, Sewage, Jonathan Nihart, 894 School House Drive, Ashville, PA 16613. This application is for issuance of an NPDES permit to discharge treated sewage from Nihart Single Residence Sewage Treatment Plant in Clearfield Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Swartz Run, which are classified as a 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 Pennsylvania American Water Company on the West Branch Susquehanna River.
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 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0252581, Sewage, Mahoning Township Supervisors, R. D. 1, Box 110A, New Bethlehem, PA 16242. This application is for issuance of an NPDES permit to discharge treated sewage from Mahoning Township Sewage Treatment Plant in Mahoning Township, Armstrong County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Redbank Creek, which are classified as a 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 Allegheny Energy Armstrong Power Station on the Allegheny River.
Outfall 001: new discharge, design flow of 0.09 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) 3.0 6.0 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 .08 .2 Dissolved Oxygen not less than 6 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.PA208302, Industrial Waste, Keystone Powdered Metal Company, 1935 State Street, St. Marys, PA 15857. This proposed facility is in Lewis Run Borough, McKean County.
Description of Proposed Activity: Discharge of untreated noncontact cooling water and stormwater associated with industrial activities.
The receiving water is unnamed tributaries to East Branch Tunungwant Creek. The receiving stream is in State Water Plan 16-C and is classified for HQ CWF, aquatic life, water supply and recreation. The nearest downstream potable water supply, the Emlenton Municipal Authority, is on the Allegheny River, approximately 102 miles below the point of discharge.
The proposed effluent limits for Outfall 002 based on a design flow of n/a MGD.
Concentrations Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Only during discharge of emergency once--through NCCW: Flow XX Total Suspended Solids 30 60 60 Oil and Grease 15 30 30 Total Residual Chlorine XX XX pH 6.0 to 9.0 standard units at all times *For stormwater discharges: Chemical Oxygen Demand XX Oil and Grease 30 pH XX Total Suspended Solids XX Chromium XX Arsenic XX Dissolved Iron 7.0 Any other parameters the permittee believes may be in stormwater from contact in these areas.
The proposed effluent limits for Outfall 003 based on a design flow of n/a MGD.
Concentrations Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Chemical Oxygen Demand XX Oil and Grease 30 pH XX Total Suspended Solids XX Chromium XX Arsenic XX Dissolved Iron 7.0 Any other parameters the permittee believes may be in stormwater from contact in these areas.
The proposed effluent limits for Outfall 004 based on a design flow of n/a MGD.
Concentrations Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Chemical Oxygen Demand XX Oil and Grease 30 pH XX Total Suspended Solids XX Chromium XX Arsenic XX Dissolved Iron 7.0 Any other parameters the permittee believes may be in stormwater from contact in these areas.
XX--Monitor and report on DMRs.
The EPA waiver is in effect.
[Continued on next Web Page]
No part of the information on this site may be reproduced for profit or sold for profit.This material has been drawn directly from the official Pennsylvania Bulletin full text database. Due to the limitations of HTML or differences in display capabilities of different browsers, this version may differ slightly from the official printed version.
