NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
[26 Pa.B. 3558]
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 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 accommodation to participate in the proceedings should contact the specified program. TDD users may contact the Department through the Pennsylvania AT&T Relay Service at 1 (800) 654-5984.
Applications received for National Pollutant Discharge Elimination System (NPDES) permit to discharge to State waters.
Northwest Regional Office: Regional Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335, telephone (814) 332-6942.PA 0222038. Sewage, Robert B. Pangallo, R. D. 1, Box 51A, Sigel, PA 15860.
This application is for a new Part I NPDES permit to discharge treated sewage to an unnamed tributary to Cathers Run in Barnett Township, Jefferson County. This is a new 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 Clarion River and is used by the Pennsylvania-American Water Company Clarion District which is 13.31 miles below the discharge at river mile 40.96.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000400 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (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 Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0222071. Sewage, Bruce W. and Cynthia A. Baker SFTF, 316 South High Street, Zelienople, PA 16063.
This application is for a new Part I NPDES permit to discharge treated sewage to an unnamed tributary to Camp Run in Perry Township, Lawrence County. This is a new 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 Municipal Authority of the Township of North Sewickley on the Beaver River located at North Sewickley Township, approximately 24 miles below the discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.0008 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (year around) 200/100 ml as a geometric average Total Residual Chlorine monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0000809. Industrial waste, SIC: 4941 (Water Supply). Shenango Valley Water Company, 665 South Dock Street, P. O. Box 572, Sharon, PA 16146.
This application is for a renewal of an NPDES permit to discharge treated industrial waste to the Shenango River in the City of Sharon, Mercer 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 PA-American Water Company intake on the Shenango River located at New Castle, approximately 25 miles below point of discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.45 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 60 75 Aluminum 4 8 10 Iron 2 4 5 Manganese 1 2 2.5 Zinc 0.35 0.7 0.88 Total Residual Chlorine 0.5 1.6 pH 6.0 9.0 The EPA waiver is in effect.
PA 0034045. Sewage, Greene Township Municipality, 8899 Old Wattsburg Road, Erie, PA 16510.
This application is for renewal of an NPDES permit to discharge treated sanitary sewage from a subdivision to an unnamed tributary to Four Mile Creek in Greene Township, Erie County. This is an existing discharge.
The receiving water is classified for warm water and migratory fishery, aquatic life, water supply and recreation. For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, there is no potable water supply to consider during the evaluation until Lake Erie.
The proposed effluent limits for Outfall 001 based on average design flow of 0.012 mgd are:
Effluent Concentration (mg/l) Average Instantaneous Parameter Monthly Maximum CBOD5 25 50 Total Suspended Solids 30 60 NH3-N (5-1 to 10-31) 4.5 9 (11-1 to 4-30) 13.5 27 Phosphorus as ''P'' 1.0 Dissolved Oxygen minimum of 3.0 mg/l at all times Total Residual Chlorine (Interim Limits) 1.75 4.4 (Final Limits) 0.93 2.3 Fecal Coliforms (5-1 to 9-30) 200/100 ml as a geometric average (10-1 to 4-30) 19,000/100 ml as a geometric average pH 6.0--9.0 standard units at all times The EPA waiver is in effect.
PA 0104507. Sewage, Keith and Debra Palumbo, Palumbo Meat Market, 3600 Hubbard West Middlesex Road, West Middlesex, PA 16159.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to an unnamed tributary to the Shenango River in Shenango Township, Mercer 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 Shenango River and is used by the Pennsylvania-American Water Company New Castle District at river mile 5.05 and is 21.60 miles below the discharge.
The proposed discharge limits for Outfall No. 001 based on a design flow of 0.000350 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Total Suspended Solids 20 40 Fecal Coliforms (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 Total Residual Chlorine 1.5 3.5 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0026174. Sewage. The General Authority of the City of Franklin, City Hall, 430 Thirteenth Street, Franklin, PA 16323.
This application is for a renewal of a Part I NPDES permit to discharge treated sewage to the Allegheny River in Franklin, 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 Water Company, on the Allegheny River located at Emlenton, approximately 30 miles below point of discharge.
The proposed effluent limits for Outfall No. 001 (after chlorination) based on a design flow of 5.0 mgd are:
Average Average Instantaneous Parameter Monthly (mg/l) Weekly (mg/l) Maximum (mg/l) CBOD5 25 40 50 Total Suspended Solids 30 45 60 Fecal Coliforms (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 Total Residual Chlorine 0.5 1.6 pH 6.0--9.0 at all times The EPA waiver is not in effect.
PA 0104396. Amendment No. 1. Industrial waste, SIC: 4911 (Electrical Power Generation) and SIC: 0182 (Food Crops Under Cover). Cogentrix of Pennsylvania, Inc., P. O. Box 192, Hwy. LR 33001, Ringgold, PA 15770.
This application is for an amendment of an NPDES permit to discharge treated industrial waste and Group 1 stormwater to Caylor Run in Ringgold Township, Jefferson County. This is an existing discharge.
The receiving water is classified for the following uses: 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 Allegheny River and the PA-American Water Company located at Kittanning, 30 miles below point of discharge.
The proposed discharge limits for Outfall No. 101 based on a design flow of 0.0287 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report on DMR Total Chromium 0.2 0.2 0.2 Total Zinc 1.0 1.0 1.0 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 201 based on a design flow of 0.0246 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) This discharge shall be received by the wastewater treatment basin. All monitoring requirements and limits shall be met at Outfall 601, the discharge from the treatment basin. The proposed discharge limits for Outfall No. 301 based on a design flow of 0.0013 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report on DMR CBOD5 25 50 Total Suspended Solids 30 60 Fecal Coliforms* (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 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 401 based on a design flow of N/A mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) This discharge shall consist solely of overflow from the stormwater collection/greenhouse irrigation pond. The proposed discharge limits for Outfall No. 501 based on a design flow of 0.0216 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) This discharge shall be received by the wastewater treatment basin, which discharges through Outfall 601. The proposed discharge limits for Outfall No. 601 based on a design flow of 0.0749 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report on DMR Total Suspended Solids 30 100 100 Oil and Grease 15 20 30 pH 6.0--9.0 at all times The proposed discharge limits for Outfall No. 001 based on a design flow of 0.1842 mgd are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Residual Chlorine 0.5 1.6 Mercury monitor and report on DMR The EPA waiver is in effect.
Northcentral Region: Environmental Program Manager, Water Management, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, telephone (717) 327-3666.PA 0111112. Sewerage, SIC: 4952, H. H. Knoebel Sons, Inc., R. D. 1, Elysburg, PA 17824.
This proposed action is for issuance of an NPDES permit for an expansion to 0.1 mgd of an existing discharge of treated sewage to south branch of Roaring Creek in Franklin Township, Columbia County.
The receiving stream is classified for the following uses: high quality, cold water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the nearest downstream potable water supply (PWS) considered during the evaluation is at Danville.
The proposed effluent limits for Outfall 001 based on a design flow of 0.10 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 12 24 Total Suspended Solids 12 24 N-NH3 (5-1 to 10-31) 4.5 9.0 (11-1 to 4-30) 13.5 27.0 Free Residual Chlorine monitor and report. Provide effective de-chlorination by April 1, 1997 Dissolved Oxygen minimum of 5.0 mg/l at all times pH within the limits of 6.0--9.0 standard units at all times Fecal Coliforms (10-1 to 4-30) 2,000 lbs./100 ml as a geometric means (5-1 to 9-30) 200 lbs./100 ml as a geometric means The EPA waiver is in effect.
PA 0008451. Industrial waste, SIC: 4911, Pennsylvania Power and Light Company, Two North Ninth Street, Allentown, PA 18101.
This proposed action is for renewal of an NPDES permit for an existing discharge of untreated cooling water, treated process water, stormwater and treated ash transport water from the Sunbury Steam Electric Station in Shamokin Dam Borough, Snyder County.
The following effluent limitations are proposed for discharges to the receiving waters of the Susquehanna River, Rolling Green Run and an unnamed tributary to the Susquehanna River.
The receiving streams are classified for the following uses: warm water fishery and aquatic life, water supply and recreation.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is Dolphin Consolidated Water Company located approximately 50 river miles downstream.
The proposed effluent limits are: Outfall 030: Existing discharge of 330 mgd of once through cooling water to the Susquehanna River.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Residual Chlorine 0.2 Heat: BTU/day January 246,400 x 106 February 266,900 x 106 March 394,900 x 106 April (1--15) 156,200 x 106 April (16--30) 625,000 x 106 May (1--15) 210,400 x 106 May (16--31) 631,200 x 106 June (1--15) 359,300 x 106 June (16--30) 489,900 x 106 July 134,100 x 106 August 233,900 x 106 September (1--15) 280,800 x 106 September (16--30) 175,500 x 106 October (1--15) 297,100 x 106 October (16--31) 178,200 x 106 November (1--15) 385,600 x 106 November (16--30) 148,300 x 106 December 208,400 x 106 *This discharge shall not change the stream temperature by more than ±2°F in any 1 hour period.
Internal monitoring point 130: This will be a discharge from a new treatment system for plant miscellaneous wastewater and coal pile runoff (beginning July 1997). The proposed effluent limits are based on a design flow of 0.5 mgd to the Susquehanna River at Outfall 030.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 100 125 Oil and Grease 15 20 30 Total PCBs monitor and report pH 6.0--9.0 at all times Hexavalent Chromium monitor and report Total Lead monitor and report Total Selenium monitor and report Total Thallium monitor and report Outfall 031 (interim) and Outfall 037 (before ash basin closure): Outfall 031 (interim) is an existing discharge of 3.38 mgd until July 1997 of treated plant miscellaneous wastewater, coal pile runoff, bottom ash sluice water and ash hopper overflow wastewater from ash basin No. 1 to Rolling Green Run. Outfall 037 is an existing discharge of 4.34 mgd of treated fly ash transport water from ash basin No. 2 to an unnamed tributary of the Susquehanna River. After July 1997 this ash basin will be closed and this discharge will consist of stormwater only.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 100 125 Oil and Grease 15 20 30 Total Antimony monitor and report Total Beryllium monitor and report Total Selenium monitor and report Total PCBs monitor and report pH 6.0--9.0 at all times Outfall 031 (final): After July 1997 this Outfall will consist of treated bottom ash sluice water and ash hopper overflow water only. The design flow for this discharge will be 2.8 mgd.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids 30 100 125 Oil and Grease 15 20 30 Total PCBs monitor and report pH 6.0--9.0 at all times Total Antimony monitor and report Total Cadmium monitor and report Hexavalent Chromium monitor and report Total Copper monitor and report Total Lead monitor and report Total Mercury monitor and report Total Selenium monitor and report Total Thallium monitor and report Total Zinc monitor and report Total Aluminum monitor and report Outfall 033 and Outfall 037 (after ash basin closure): Outfall 033 is an existing discharge of stormwater from ash basin No. 3 (closed in 1989) to an unnamed tributary of the Susquehanna River. Outfall 037 will consist of stormwater discharges from fly ash basin No. 2 after closure to an unnamed tributary of the Susquehanna River.
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Total Suspended Solids monitor and report Total Arsenic monitor and report Total Chromium monitor and report Total Lead monitor and report Other conditions:
If after 1 year of monitoring of metals at Outfall 031 it is determined that metal limitations are necessary the permit will be amended to establish these limitations.
Outfalls 032, 034, 035, 036 and 038 consist of stormwater discharges permitted under Permit No. PAR704805.
There shall be no discharge of polychlorinated biphenyl compounds such as those commonly used for transformer fluid.
The EPA waiver is not in effect.
Southeast Regional Office: Regional Manager, Water Management, Lee Park, Suite 6010, 555 North Lane, Conshohocken, PA 19428, telephone (610) 832-6130.PA 0056561. Industrial waste, Richard M. Armstrong Company, P. O. Box 566, West Chester, PA 19381.
This application is for issuance of an NPDES permit to discharge stormwater from a heat transfer equipment manufacturing facility in West Bradford Township, Chester County. This is an existing discharge to Broad Run.
The receiving stream for Outfall 002 is classified for migratory fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports, exceptional value waters and esthetics.
A public hearing will be held on this application prior to Department action.
The proposed monitoring requirements for Outfall 002, based on an average storm event are as follows:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) COD monitor/report CBOD5 monitor/report Total Suspended Solids monitor/report Oil and Grease monitor/report Total Phosphorus monitor/report pH monitor/report Total Kjeldahl Nitrogen monitor/report Iron (Dissolved) monitor/report Trichloroethylene monitor/report The receiving stream for Outfall 001 is classified for warm water fish, trout stocking, migratory fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed monitoring requirements for Outfall 001 based on an average storm event are as follows:
Average Maximum Parameter Monthly (mg/l) Daily (mg/l) COD monitor/report CBOD5 monitor/report Total Suspended Solids monitor/report Oil and Grease monitor/report Total Phosphorus monitor/report pH monitor/report Total Kjeldahl Nitrogen monitor/report Iron (Dissolved) monitor/report Trichloroethylene monitor/report
PA 0051292. Industrial waste, Municipal Authority of the Borough of Morrisville, Ferry and River Roads, Morrisville, PA 19067.
This application is for renewal of an NPDES permit to discharge treated process wastewater from a water filtration plant in Lower Makefield Township, Bucks County. This is an existing discharge to the Delaware River (Zone 1E).
The receiving stream is classified for warm water fish, migratory fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001 based on an average flow of 0.15 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 25 40 50 Suspended Solids 30 45 60 pH within limits of 6.0--9.0 standard units at all times Total Iron 2.0 3.0 4.0 Total Aluminum 4.0 6.0 8.0 Total Manganese 1.0 1.5 2.0 Total Residual Chlorine 0.5 The EPA waiver is in effect.
PA 0051713. Amendment No. 1, Industrial waste, Degussa Corporation, 1200 West Front Street, Chester, PA 19013.
This application is for amendment of an NPDES permit to discharge treated process wastewater from an industrial wastewater treatment plant in the City of Chester, Delaware County. This is an existing discharge to Delaware Estuary--Zone 4.
The receiving stream is classified for warm water fish, migratory fish (passage only), industrial water supply, wildlife water supply, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001 before treatment plant expansion, based on an average flow of 0.60 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Suspended Solids 100 200 250 Total Dissolved Solids 24,000 25,000 33,000 Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Arsenic monitor/report Copper monitor/report Lead monitor/report Silver monitor/report Bis (2 ethylhexylphthalate) monitor/report The proposed effluent limits for Outfall 001 after treatment plant expansion based on an average flow of 0.95 mgd are as follows:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Suspended Solids 100 200 250 Total Dissolved Solids 30,000 32,000 33,000 Temperature 110°F pH within limits of 6.0--9.0 standard units at all times Arsenic monitor/report Copper monitor/report Lead monitor/report Silver monitor/report Bis (2 ethylhexylphthalate) monitor/report Other Conditions:
The EPA waiver is in effect.
85% reduction of suspended solids per DRBC requirements.
Special Test Methods for certain pollutants.
Special conditions to conduct instream monitoring program to confirm the mixing zone for Total Dissolved Solids.
Instream Total Dissolved Solids Monitoring
PA 0050741. Sewage, Selas Corporation of America, 2034 South Limekiln Pike, Dresher, PA 19025.
This application is for renewal of an NPDES permit to discharge treated sewage from a sewage treatment plant serving Selas Corporation of America located in Upper Dublin Township, Montgomery County. This is an existing discharge to an unnamed tributary to Sandy Run.
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 and esthetics.
The proposed effluent limits for Outfall 001, based on an average flow of 26,000 gallons per day are as follows:
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 30 60 Ammonia (as N) (5-1 to 10-31) 2.0 4.0 (11-1 to 4-30) 6.0 12.0 Fecal Coliforms 200 colonies/100 ml as a 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 Total Residual Chlorine monitor/ monitor/ (years 1 and 2) report report (years 3, 4 and 5) 0.5 1.17 Final Technology Based Effluent Limitations for Total Residual Chlorine.
PA 0056961. Sewage, Rick Mars, 2973 Artmar Road, Glen Moore, PA 19343.
This application is for issuance of an NPDES permit to discharge treated sewage from Rick Mars SRSTP in Worcester Township, Montgomery County. This is a new discharge to a tributary to Stony Creek.
The receiving stream is classified for warm water fish, migratory fish, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
The proposed effluent limits for Outfall 001 based on an average flow of 400 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 10 20 Total Residual Chlorine monitor/report monitor/report Fecal Coliforms 200 colonies/100 ml as a geometric average pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
The following notice reflects changes to the notice published in the March 9, 1996 Pennsylvania Bulletin.
PA 0029441. Sewage, Township of Upper Dublin, 801 Loch Alsh Avenue, Fort Washington, PA 19034.
This application is for renewal of an NPDES permit to discharge treated sewage from Upper Dublin Township STP serving the Pine Run and Rapp Run drainage basins in Upper Dublin Township, Montgomery County. This is an existing discharge to Pine Run.
The receiving stream is classified for trout stocking, potable water supply, industrial water supply, livestock water supply, wildlife water supply, irrigation, boating, fishing, water contact sports and esthetics.
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