NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
[26 Pa.B. 1154]
APPLICATIONS The following parties have applied for an NPDES permit to discharge controlled wastewaters into the surface waters of this Commonwealth. Unless otherwise indicated on the basis of preliminary review and application of lawful standards and regulations, the Department of Environmental Protection proposes to issue a permit to discharge, subject to certain effluent limitations and special conditions. These proposed determinations are tentative.
Where indicated, the EPA, Region III, Regional Administrator has waived the right to review or object to this proposed permit action under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permit are invited to submit a statement to the office noted above the application within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in the formulation of the final determinations regarding this application. Responses 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 30-day comment period, the Water Management Program Manager will make a final determination regarding the proposed permit. Notice of this determination will be published in the Pennsylvania Bulletin at which time this determination may be appealed to the Environmental Hearing Board.
The application and related documents, proposed effluent limitations and special conditions, comments received and other information are on file and may be inspected and arrangements made for copying at the office indicated above the application.
Persons with a disability who wish to attend the hearing and require an auxiliary aid, service or other accommodations to participate in the proceeding should contact the Secretary to the Board at (717) 787-3483. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (800) 654-5984.
Applications for National Pollutant Discharge Elimination System (NPDES) Permit to discharge to State waters.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0050393. Sewage, Worcester Township, 1721 Valley Forge Road, P. O. Box 767, Worcester, PA 19490.
This application is for revoke and reissuance of an NPDES permit to discharge treated sewage from the Valley Green STP in Worcester Township, Montgomery County. This is an existing discharge to Zacharias Creek. The Permittee is requesting an expansion from 0.09 mgd to 0.22 mgd.
The receiving stream is classified for warm water fish, trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports, navigation and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 0.09 mgd prior to expansion are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 15 23 30 (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) 1.0 2.0 Total Residual Chlorine monitor/report monitor/report Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The proposed effluent limits for Outfall 001, based on an average flow of 0.22 mgd beginning from the completion of the expansion are as follows:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 (5-1 to 10-31) 10 15 20 (11-1 to 4-30) 20 30 40 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) 1.0 2.0 Total Residual Chlorine 0.07 0.23 Fecal Coliforms 200 colonies/100 ml as a geometric average Dissolved Oxygen minimum of 5.0 mg/l at all times pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
Northwest Regional Office: Regional Manager, Water Management, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6942.PA 0035807. Industrial waste, SIC: 4231. Refiners Transport and Terminal Corporation, 1300 E. 9th St., Suite 1100, Cleveland, OH 44114.
This application is for renewal of an NPDES permit to discharge treated industrial waste and stormwater to Oil Creek in Cornplanter Township, Venango County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Emlenton Municipal Water Company and the Allegheny River located at Emlenton, approximately 41.5 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of .003 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) monitor and report on monthly DMR BOD 50 100 225 Total Suspended Solids 20 40 50 Oil and Grease Each grab is to be analyzed and the average
reported.15 30 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) Flow (mgd) monitor and report on monthly DMR Oil and Grease 15 30 The EPA waiver is in effect.
PA 0005762. Industrial waste, SIC: 3312. Electralloy, a G. O. Carlson, Inc. Company, 21 Seneca Street, Oil City, PA 16301.
This application is for renewal and transfer of an NPDES permit to discharge noncontact cooling water and Group 1 stormwater to the Allegheny River in Oil City, Venango County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Allegheny River and PA-American Water located at Emlenton, approximately 25 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.019 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Temperature monitor and report pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 based on a design flow of 0.062 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Temperature monitor and report pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 003 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report pH monitor and report The proposed discharge limits for Outfall No. 002 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report pH monitor and report The EPA waiver is in effect.
PA 0103659. Industrial waste, SIC: 2992. Pennzoil Products Company, Wolf's Head Packaging Plant, Allegheny Avenue, P. O. Box 393, Reno, PA 16343.
This application is for a renewal NPDES permit to discharge treated industrial waste and stormwater to the Allegheny River in Sugarcreek Borough, Venango County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Allegheny River and the Emlenton Water Company located at Emlenton, approximately 39 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.00445 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Oil and Grease 15 30 30 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 002 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) No discharge unless authorized by the Northwest Region Water Quality Manager or his representative. The proposed discharge limits for Outfall No. 003 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Oil and Grease monitor and report pH monitor and report The EPA waiver is in effect.
PA S238301. Industrial waste, SIC: 2869, Industrial Organic Chemicals; SIC: 2819 Industrial Inorganic Chemicals. Mooney Chemicals, Inc., Two Mile Run Road, Franklin, PA 16323.
This application is for a new NPDES permit to discharge Group 1 Stormwater to the Allegheny River in Franklin Township, Venango County. This is an existing discharge.
The receiving water is classified for the following uses: warm 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 Allegheny River and the Emlenton Water Company located at Emlenton, approximately 30 miles below point of discharge.
The proposed discharge limits for Outfall No. S01 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The proposed discharge limits for Outfall No. S02 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The proposed discharge limits for Outfall No. S03 are:
Average Average Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The proposed discharge limits for Outfall No. S04 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The proposed discharge limits for Outfall No. S05 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The proposed discharge limits for Outfall No. S06 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The proposed discharge limits for Outfall No. S07 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Chemical Oxygen Demand monitor and report Oil and Grease monitor and report pH monitor and report SARA Title III, Section 313- Water Priority Chemicals monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Iron (Dissolved) monitor and report Effluent Guideline Pollutants monitor and report The EPA waiver is in effect.
PA 0221571. Industrial waste, SIC: 3089. Loranger Corporation, Loran Division, 2715 Pennsylvania Avenue, Warren, PA 16365.
This application is for a new NPDES permit to discharge noncontact cooling water to Morse Run in Conewango Township, Warren County. This is an existing discharge.
The receiving water is classified for the following uses: high quality 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 Emlenton Municipal Water Company on the Allegheny River located at Emlenton, approximately 90 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of .0002 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 004 based on a design flow of .01 mgd are:
Parameter Average
Monthly (mg/l)Maximum
Daily (mg/l)Instantaneous
Maximum (mg/l)Flow pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 005 based on a design flow of .13 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Temperature (Final) Daily Avg. Allowable Discharge Temperature (°F) Sep 1--15 68.0 Sep 16--30 62.0 Oct 1--15 57.0 Oct 16--31 53.0 Nov 1--15 48.0 pH 6.0--9.0 at all times The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, One Ararat Boulevard, Harrisburg, PA 17110, telephone (717) 657-4590.PA 0080454. Industrial waste, SIC: 4941, Borough of Carlisle, ''Water Filtration Plant,'' 53 West South Street, Carlisle, PA 17013.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Conodoguinet Creek, in North Middleton Township, Cumberland County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Carlisle Suburban Authority located in North Middleton Township. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of .288 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow report report Total Suspended Solids 30 60 75 Total Aluminum 4 8 10 Total Iron 2 4 5 Total Manganese 1 2 2.5 Total Residual Chlorine report report pH 6--9 s.u. at all times The EPA waiver is in effect.
PA 0008486. Industrial waste, SIC: 2621, Ahlstrom Filtration, Inc., P. O. Box A, Mt. Holly Springs, PA 17065.
This application is for renewal of an NPDES permit for an existing discharge of treated industrial waste to Mountain Creek, in Mt. Holly Springs, Cumberland County.
The receiving stream is classified for trout stocking fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Mechanicsburg Water Company located in Fairview Township, York County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 1.008 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 18 36 45 Total Suspended Solids 30 60 75 Phosphorus 2 4 5 D. O. minimum of 5 at all times Temperature monitor and report pH within 6--9 s.u. at all times The proposed effluent limits for Outfall 002 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitor and report Chemical Oxygen Demand monitor and report Total Suspended Solids monitor and report Total Phosphorus monitor and report Total Kjeldahl Nitrogen monitor and report Dissolved Iron monitor and report Oil and Grease monitor and report pH (s.u.) monitor and report The EPA waiver is in effect.
PA 0087262. Sewage, SIC: 4952, Broad Top Township (Riddlesburg Study Area), Box 57, Municipal Building, Defiance, PA 16633.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Six Mile Run, in Broad Top Township, Bedford County.
The receiving stream is classified for warm water fishery, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Saxton Municipal Water Plant located in Saxton on Raystown Branch. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.0204 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 Total Residual Chlorine 0.5 1.64 Dissolved Oxygen minimum of 5.0 at all times pH 6.0--9.0 s.u. Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 72,000/100 ml as a geometric average The EPA waiver is in effect.
PA 0083593. Sewage, SIC: 4952, Silver Spring Township Authority, 6475 Carlisle Pike, Mechanicsburg, PA 17055.
This application is for renewal of an NPDES permit for an existing discharge of treated sewage to Conodoguinet Creek, in Silver Spring Township, Cumberland County.
The receiving stream is classified for warm water fishes, recreation, water supply and aquatic life. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply intake considered during the evaluation was Steelton Municipal Waterworks located in Dauphin County. The discharge is not expected to impact any potable water supply.
The proposed effluent limits for Outfall 001 for a design flow of 0.60 mgd are:
Average Average Maximum Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 NH3-N (5-1 to 10-31) 8.5 17 (11-1 to 4-30) 17.5 35 Total Phosphorus (4-1 to 10-31) 1 2 (11-1 to 3-31) 2 4 Total Residual Chlorine 1 2 Dissolved Oxygen minimum of 5.0 at all times pH 6.0--9.0 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 18,000/100 ml as a geometric average The EPA waiver is in effect.
PA S223501. Stormwater, SIC: 2421, 2448, 2449 and 2499, Mt. Valley Farms and Lumber Products, Inc., 1240 Nawakwa Road, Biglerville, PA 17307.
This application is for issuance of an NPDES permit for an existing discharge of stormwater to a dry swale to Opossum Creek and dry swales to an unnamed tributary of Conewago Creek, in Menallen Township, Adams County.
Opossum Creek is classified for trout stocking fishery, recreation, water supply and aquatic life. The unnamed tributary of Conewago Creek is classified for high quality, cold water fishery, recreation, water supply and aquatic life. The existing downstream potable water supply intake considered during the evaluation was the Wrightsville Water Supply Company on the Susquehanna River located just north of Wrightsville Borough in York County. The discharge is not expected to impact any potable water supply. Outfall 001 is located on the dry swale to Opossum Creek. Outfalls 002 and 003 are located on dry swales to an unnamed tributary of Conewago Creek.
The proposed effluent limits for these Outfalls are:
6-month Maximum Parameter Average (mg/l) Daily (mg/l) CBOD5 monitor and report Chemical Oxygen Demand monitor and report Total Suspended Solids monitor and report Nitrate plus Nitrite Nitrogen monitor and report Dissolved Iron monitor and report Oil and Grease monitor and report pH monitor and report The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, telephone (412) 442-4000.PA 0040274. Industrial waste, SIC: 3316, Allegheny Ludlum Corporation, River Road, Brackenridge, PA 15014.
This application is for renewal of an NPDES permit to discharge untreated cooling water and stormwater from the Vandergrift Facility in Vandergrift Borough, Westmoreland County.
The following effluent limitations are proposed for discharge to the receiving waters of the Kiskiminetas River classified as warm water fishery with existing and/or potential uses for 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 (PWS) considered during the evaluation is West Leechburg Water Authority, located at Leechburg, 0.6 mile below the discharge point.
Internal Monitoring Point 107: existing discharge, design flow of 0.38 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Temperature 110°F Oil and Grease monitor and report Chromium monitor and report Copper monitor and report Iron monitor and report Nickel monitor and report Zinc monitor and report Total Residual Chlorine 0.5 1.25 pH 6.0--9.0 Outfall 207: new (0.29 mgd) discharge to Kiskiminetas River.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow monitor and report Total Suspended Solids 319.18 743.84 monitor and report 40 Oil and Grease 3.22 9.64 monitor and report 10 Chromium 4.12 10.31 monitor and report 1.0 Nickel 3.09 9.27 monitor and report 0.9 Total Residual Chlorine 0.5 1.25 pH 6.0--9.0 Outfall 007: existing discharge to Kiskiminetas River, design flow of 3.4 mgd.
Parameter Mass (lb/day) Concentration (mg/l) Average
MonthlyMaximum
DailyAverage
MonthlyMaximum
DailyInstantaneous
MaximumThis discharge shall consist of uncontaminated stormwater runoff and the discharge from Internal Monitoring Point 107 and Internal Monitoring Point 207. Outfall 008: existing discharge to Kiskiminetas River, design flow of 3.4 mgd.
Parameter Mass (lb/day) Concentration (mg/l) Average
MonthlyMaximum
DailyAverage
MonthlyMaximum
DailyInstantaneous
MaximumZinc monitor and report Outfall 009: existing discharge to Kiskiminetas River, design flow of 3.41 mgd.
Parameter Mass (lb/day) Concentration (mg/l) Average
MonthlyMaximum
DailyAverage
MonthlyMaximum
DailyInstantaneous
MaximumZinc monitor and report The EPA waiver is not in effect.
PA 0096474. Industrial waste, SIC: 4613 and 5171, Buckeye Pipe Line Co., Coraopolis Station, 520 Narrows Run Road, Coraopolis, PA 15108.
This application is for issuance of an NPDES permit to discharge treated stormwater from the Coraopolis Station in Coraopolis Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, classified as warm water fishery with existing and/or potential uses for 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 (PWS) considered during the evaluation is Midland Borough Water Authority, located at Midland, about 25 miles below the discharge point.
Outfall 001: existing discharge of stormwater.
Parameter Mass (lb/day) Concentration (mg/l) Average
MonthlyMaximum
DailyAverage
MonthlyMaximum
DailyInstantaneous
MaximumTotal Recoverable Petroleum Hydrocarbons monitor/report Other Conditions: Special Conditions included for stormwater runoff.
The EPA waiver is in effect.
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