NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[29 Pa.B. 6125]
APPLICATIONS RECEIVED UNDER THE PENNSYLVANIA CLEAN STREAMS LAW AND THE FEDERAL CLEAN WATER ACT
[National Pollution Discharge Elimination System Program (NPDES)]
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
(Part I Permits) 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 (Department) 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, 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 comment 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 (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, (610) 832-6130.
PA 0050521. Sewage, Green Lane-Marlborough Joint Authority, P. O. Box 45, Green Lane, PA 18054.
This application is for renewal of an NPDES permit to discharge treated sewage from Green Lane-Marlborough Joint Authority's sewage treatment plant in Green Lane Borough, Montgomery County. This is an existing discharge to Perkiomen Creek.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 0.2 mgd 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) 20 40 Phosphorus (as P) 2.0 4.0 (4-1 to 10-31) Total Residual Chlorine (Issuance--Year 2) 0.8 2.0 (Year 3--Expiration) 0.5 1.2 Fecal Coliform 200 colonies/100 ml as a geometric average Dissolved Oxygen monitor/report monitor/report
(inst. min.)pH within limits of 6.0--9.0 standard units at all times Other Conditions:
The EPA waiver is in effect.
PA 0021181. Sewage, Bucks County Water and Sewer Authority, 1275 Almshouse Road, Warrington, PA 18976.
This application is for renewal of an NPDES permit to discharge treated sewage from the Green Street STP in Doylestown Township, Bucks County. This is an existing discharge to UNT Neshaminy Creek.
The receiving stream is classified for the following uses: trout stocking fishery, high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001 and 002, based on an average combined flow of 0.7 mgd 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) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Nitrate and Nitrate (as N) (7-1 to 10-31) 9.5 19.0 Phosphorus (as P) (4-1 to 10-31) 2.0 4.0 Total Residual Chlorine (Before 4/30/2002) 0.5 1.2 Fecal Coliform 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 Other Conditions:
The EPA waiver is in effect.
PA 0057827. Sewage, Eugene McKenna, 131 Germany Hollow Road, Honeybrook, PA 19320.
This application is for issuance of an NPDES permit to discharge treated sewage from the McKenna residence STP in West Brandywine Township, Chester County. This is a new discharge to UNT to Indian Run.
The receiving stream is classified for the following uses: high quality trout stocking fishery, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 001, based on an average flow of 500 gpd are as follows:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 Suspended Solids 10 20 Ammonia (as N) (5-1 to 10-31) 1.5 3.0 (11-1 to 4-30) 4.5 9.0 Total Residual Chlorine not detected 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 Other Conditions:
The EPA waiver is in effect.
PA 0010855. Industrial waste, E. I. DuPont DeNemours and Company, Inc., 1007 Market Street, Wilmington, DE 19898.
This application is for renewal of an NPDES permit to discharge stormwater and noncontact cooling water from the facility in the City of Philadelphia, Philadelphia County. This is an existing discharge to the Schuylkill River.
The receiving stream is classified for the following uses: warm water fishery, aquatic life, water supply and recreation.
The proposed effluent limits for stormwater Outfalls 002, 003 and 004 are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) CBOD5 monitor/report COD monitor/report Oil and Grease monitor/report pH monitor/report Total Suspended Solids monitor/report Total Kjedahl Nitrogen monitor/report Total Phosphorus monitor/report Fecal Coliform monitor/report Dissolved Iron monitor/report The proposed effluent limits for Monitoring Points MP 201 and MP 301 based on average flows of 0.06 and 0.135 mgd respectively are:
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Temperature 110°F pH within limits of 6.0--9.0 standard units at all times The EPA waiver is in effect.
Northeast Region: Environmental Protection Manager, Water Management, 2 Public Square, Wilkes-Barre, PA 18711-0790, (570) 826-2553.PA 0063142. Industrial waste, SIC: 4953, Chrin Brothers, Inc., 400 South Greenwood Avenue, Easton, PA 18042.
This proposed action is for issuance of an NPDES permit to discharge treated groundwater from a remediation system into an unnamed tributary of the Lehigh River in Williams Township, Northampton County.
The receiving stream is classified for the following uses: cold water fishery, 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 Keystone Water Company, Yardley District, located on the Delaware River.
The proposed effluent limits for Outfall 001, based on a design flow of 0.288 mgd are:
Monthly Daily Instantaneous Parameter Average (mg/l) Maximum (mg/l) Maximum (mg/l) Benzene 0.001 0.002 0.0025 Total BETX* 0.1 0.2 0.25 Carbon Tetrachloride 0.001 0.002 0.0025 Chlorobenzene 0.001 0.002 0.0025 Chloroform 0.001 0.002 0.0025 1,1-Dichlorethane 0.001 0.002 0.0025 1-2-Dichloropropane 0.001 0.002 0.0025 Methylene Chloride 0.001 0.002 0.0025 Tetrachloroethylene 0.001 0.002 0.0025 Trichloroethylene 0.001 0.002 0.0025 Vinyl Chloride 0.001 0.002 0.0025 1,4-Dichlorobenzene 0.001 0.002 0.0025 1,2-Dichloethene 0.001 0.002 0.0025 Bis (2-ethylhexyl) Phthalate 0.001 0.002 0.0025 Isophorone 0.001 0.002 0.0025 Lead 0.008 0.016 0.20 Total Manganese 2.00 4.00 5.00 Chromium, VI 0.012 0.024 0.03 Mercury 0.001 0.002 0.0025 Total Dissolved Solids monitor only Iron (Total) monitor only (Dissolved) monitor only pH 6.0 to 9.0 standard units at all times.
PA 0063975. Sewerage, Thompson Borough, Water Street, Thompson, PA 18465.
This proposed action is for issuance of an NPDES permit to discharge treated sewage into Starruca Creek in Thompson Borough, Susquehanna County.
The receiving stream is classified for the following uses: cold water fishery, 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 at the PA/NY State Border located on the Susquehanna River.
The proposed effluent limits for Outfall 001, based on a design flow of .03 mgd are:
Monthly Weekly Instantaneous Parameter Average (mg/l) Average (mg/l) Maximum (mg/l) CBOD5 25.0 40.0 50.0 Total Suspended Solids 30.0 45.0 60.0 NH3-N (5-1 to 10-31) 11.0 22.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean pH 6.0 to 9.0 standard units at all times Total Residual Chlorine 1.0 2.30 The EPA waiver is in effect.
Southcentral Regional Office: Regional Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110-8200, (717) 705-4707.PA 0088307. Sewage, SIC: 9179, Snyders, LLP, R. D. 1, Box 178, Glen Rock, PA 17327.
This application is for issuance of an NPDES permit for a new discharge of treated sewage to Conodoguinet Creek, in North Middleton Township, Cumberland 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 Carlisle Borough Water Treatment Facility 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 0.0035 mgd are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 25 50 Total Suspended Solids 30 60 Total Residual Chlorine 0.5 1.6 Dissolved Oxygen minimum of 5.0 at all times pH from 6.0 to 9.0 inclusive 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 Persons may make an appointment to review the DEP files on this case by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The EPA waiver is in effect.
PA 0088234. Franklin Family Farms, Inc., 419 West High Street, Elizabethtown, PA 17022.
Franklin Family Farms, Inc. has submitted an application to the Department of Environmental Protection (Department) for an individual NPDES permit relating to an existing concentrated animal feeding operation (CAFO). The CAFO is located at 14627 Lurgan Road, Orrstown, PA 17244, in Lurgan Township, Franklin County. The CAFO is located near a tributary to Paxton Run, which is classified as a warm water fishery in the Conodoguinet Creek watershed. No construction of a new manure storage facility is proposed as the applicant proposes to continue to use two existing manure storage facilities.
The CAFO is an existing 2,800 sow to finish operation with 1,303 animal equivalent units.
The existing manure storage consists of a two stage HDPE lagoon system having a total capacity of 2.47 million gallons providing for a leak detection system meeting the requirements of the Department's Final Strategy for Meeting Federal Requirements for Controlling the Water Quality Impacts of Concentrated Animal Feeding Operations. The CAFO will be operated so that there will be no release or discharge to waters of the Commonwealth under normal operating conditions. Normal operating conditions are defined as conditions below a 25-year, 24-hour storm event.
The Department has conducted administrative and technical reviews of the application. On the basis of preliminary review and application of lawful standards and regulations and the Final CAFO Strategy, the Department proposes to issue an individual NPDES permit for the operation subject to the terms and conditions, effluent limitations, monitoring and reporting requirements specified in the draft permit. The proposed determination is tentative.
The permit application and proposed draft permit are on file at the Southcentral Regional Office of the Department. Persons may make an appointment to review the files by calling Mary DiSanto, File Review Coordinator, at (717) 705-4732.
The Environmental Protection Agency (EPA) permit review waiver provision under 40 CFR 123.24(e) does not apply to this NPDES permit. The Administrator of EPA Region III may review or object to any proposed NPDES permit actions.
Persons wishing to comment on the proposed permit are invited to submit written comment to the previous address within 30 days from the date of this public notice. Comments received within this 30-day period will be considered in formulating the Department's final determination regarding the application. All comments should include the name, address and telephone number of the writer and a concise statement to inform the Department of the basis of the comment and the relevant facts upon which it is based. A public meeting/hearing may be held if the Department considers the public response or interest 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 the determination may be appealed to the Environmental Hearing Board.
Northcentral Region: Environmental Program Manager, Water Management Program, 208 West Third Street, Suite 101, Williamsport, PA 17701-6448, (717) 327-3666.PA 0003565. Industrial waste, SIC: 2895, Morgan Advanced Materials and Technology, Inc., 441 Hall Avenue, St. Marys, PA 15857.
This proposed action is for renewal of an NPDES permit for an existing discharge of treated industrial wastewater to Mill Creek in Eulalia Township, Potter County.
The receiving stream is classified for the following uses: high quality cold water fishery, aquatic life, water supply and recreation. For the purposes of evaluating effluent requirements for TDS, NO2-NO3, fluoride and phenolics, the existing downstream potable water supply (PWS) considered during the evaluation is the PA/NY border approximately 36 river miles downstream.
The proposed effluent limits for Outfall 001, based on a design flow of 0.5 mgd, are:
Concentration (mg/l) Mass (lbs/day) Average Daily Instantaneous Average Daily Parameter Monthly Maximum Maximum Monthly Maximum Oil and Grease 15 30 Total Copper report Total Iron report Total Antimony report Total Molybdenium report pH 6.0--9.0 at all times. Temperature (°F) variable monthly limitations The EPA waiver is in effect.
Southwest Regional Office: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745, (412) 442-4000.PA 0004979. Industrial waste, SIC: 2821, 2869 and 2818, Neville Chemical Company, 2800 Neville Road, Pittsburgh, PA 15225.
This application is for renewal of an NPDES permit to discharge treated process water, cooling water, stormwater, leachate and untreated cooling water stormwater from Neville Chemical in Neville Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Ohio River, (Main Channel and Back Channel), classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply (PWS) is Robinson Township Authority, located at Mile 8.8--Ohio River, 2.43 miles below the discharge point.
Outfall 101: existing discharge, design flow of 0.134 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report BOD5 29.075 77.164 26.000 69.000 TSS 46.967 150.964 42.000 135.000 Acenapthene 0.24 0.066 0.022 0.059 Acenaphtylene 0.024 0.066 0.022 0.059 Acrylonitrile 0.107 0.271 0.096 0.242 Anthracene 0.024 0.066 0.022 0.059 Benzene 0.042 0.152 0.037 0.136 Benzo(a)Anthracene 0.024 0.066 0.022 0.059 3,4-Benzo-Fluoranthene 0.025 0.068 0.023 0.061 Benzo(k)Fluoranthene 0.024 0.066 0.022 0.059 Benzo(a)Pyrene 0.025 0.068 0.023 0.061 Bis(2-Ethylhexyl)phthalate 0.115 0.312 0.103 0.279 Carbon Tetrachloride 0.020 0.043 0.018 0.038 Boron 268.00 318.00 monitor and report Chlorobenzene 0.016 0.032 0.015 0.028 Chloroethane 0.016 0.300 0.104 0.268 Chloroform 0.024 0.052 0.021 0.046 2-Chlorophenol 0.034 0.110 0.031 0.098 Chrysene 0.024 0.066 0.022 0.059 Di-N-Butylphthalate 0.030 0.063 0.027 0.057 1,2-Dichlorobenzene 0.086 0.182 0.077 0.163 1,3-Dichlorobenzene 0.034 0.049 0.031 0.044 1,4-Dichlorobenzene 0.016 0.032 0.015 0.028 1,1-Dichloroethane 0.024 0.066 0.022 0.059 1,2-Dichloroethane 0.076 0.236 0.068 0.211 1,1-Dichloroethylene 0.018 0.028 0.016 0.025 1,2-trans-Dichloroethylene 0.024 0.061 0.021 0.054 2,4-Dichlorophenol 0.043 0.125 0.039 0.112 1,2-Dichloropropane 0.171 0.257 0.153 0.230 1,3-Dichloropropylene 0.033 0.049 0.029 0.044 Diethylphthalate 0.091 0.228 0.081 0.203 2,4-Dimethylphenol 0.020 0.040 0.018 0.036 Dimethylphthalate 0.021 0.053 0.019 0.047 4,6-Dinitro-o-Cresol 0.087 0.310 0.078 0.277 2,4-Dinitrophenol 0.080 0.138 0.071 0.123 2,4-Dinitrotoluene 0.126 0.319 0.113 0.285 2,6-Dinitrotoluene 0.286 0.717 0.255 0.641 Ethylbenzene 0.035 0.121 0.032 0.108 Fluoranthene2 0.028 0.076 0.025 0.068 Fluorene 0.024 0.066 0.022 0.059 Fluoride 1,273.00 1,651.00 monitor and report Hexachlorobenzene 0.016 0.032 0.015 0.028 Hexachlorobutadiene 0.023 0.054 0.020 0.049 Hexachloroethane 0.024 0.061 0.021 0.054 Methyl Chloride 0.096 0.212 0.086 0.190 Methylene Chloride 0.044 0.100 0.040 0.089 Naphthalene 0.024 0.066 0.022 0.059 Nitrobenzene 0.030 0.076 0.027 0.068 Fluoroborate monitor and report monitor and report 2-Nitrophenol 0.046 0.077 0.041 0.069 4-Nitrophenol 0.081 0.139 0.072 0.124 Phenol 0.016 0.029 0.015 0.026 Phenanthrene 0.024 0.066 0.022 0.059 Pyrene 0.028 0.075 0.025 0.067 Tetrachloroethylene 0.024 0.063 0.022 0.056 Toluene 0.029 0.090 0.026 0.080 Total Chromium 1.241 3.097 1.110 2.770 Total Copper 1.622 3.780 1.450 3.380 Total Cyande 0.470 1.343 0.420 1.20 Total Lead 0.358 0.771 0.320 0.690 Total Nickel 1.889 4.451 1.690 3.980 Total Zinc 1.174 2.919 1.050 2.610 1,2,4-Trichlorobenzene 0.076 0.157 0.068 0.140 1,1,1-Trichloroethane 0.024 0.061 0.021 0.054 1,1,2-Trichloroethane 0.024 0.061 0.021 0.054 Trichloroethylene 0.024 0.061 0.021 0.054 Vinyl Chloride 0.116 0.300 0.104 0.268 pH not less than 6.0 nor greater than 9.0 Outfall 201: existing discharge to Outfall 003. Design discharge flow of 2.76 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report Temperature 110°F Benzene monitor/report Toluene monitor/report Xylenes monitor/report Vinyl Chloride monitor/report Styrene monitor/report Hexachlorobenzene monitor/report pH not less than 6.0 nor greater than 9.0 standard units Outfall 004: existing discharge to the Ohio River--Main Channel. Design discharge flow of 0.432 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) monitor and report TSS 30 60 Acetone monitor/report Benzene 0.032 0.064 Cis-1,2-Dichloroethylene 0.004 0.008 Ethylbenzene 0.035 0.070 Methylene Chloride 0.065 0.13 Methyl Isobutylketone 0.091 0.18 Naphthalene 0.548 1.09 Toluene 0.028 0.056 P-Xylene 0.057 0.114 Total Iron 7 pH not less than 6.0 nor greater than 9.0 Part C: Other requirements
Part C.7 was added to the permit to require additional data to be provided on Boron, Fluoride and Fluoroborate at Internal Outfall 101.
Part C.13 requires permittee to submit a Pollution Reduction Report (Outfall 201).
The EPA waiver is not in effect.
PAS206109. Industrial waste, SIC: 6552, City Center of Duquesne--R.I.D.C. of S. W. PA, Keystone Commons, 600 Braddock Avenue, Turtle Creek, PA 15145.
This application is for issuance of an NPDES permit to discharge process water, sewage cooling water and stormwater from the City Center of Duquesne in Duquesne Borough, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River, classified as a warm water fishery with existing and/or potential uses for aquatic life, water supply and recreation.
Outfalls 101, 201, 301, 401, 501, 601 and 701: new discharge, design flow of n/a mgd. (stormwater)
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum TSS 30 60 Oil and Grease 15 30 Total Dissolved Solids monitor/report Sulfate monitor/report Iron (Total) monitor/report (Dissolved) monitor/report Aluminum monitor/report Fluorene monitor/report Manganese monitor/report Formaldehyde monitor/report Benzo(a)Pyrene monitor/report PCB-1248 monitor/report pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0030350. Sewage, Borough of Indian Lake, 1301 Causeway Drive, Central City, PA 15926.
This application is for renewal of an NPDES permit to discharge treated sewage from the Lakewood Sewage Treatment Plant in Indian Lake Borough, Somerset County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Indian Lake (Clear Run), which are classified as a cold water fishery 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: existing discharge, design flow of 0.012 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 (1st month--36th month) monitor and report (37th month--expiration) 1.4 3.3 pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA 0094137. Sewage, RJ & L Limited Partnership, Suite 401, 1301 York Road, Lutherville, MD 21093.
This application is for renewal of an NPDES permit to discharge treated sewage from the Suburban Terrace Mobile Home Park Sewage Treatment Plant in Hopewell Township, Beaver County.
The following effluent limitations are proposed for discharge to the receiving waters, known as unnamed tributary of Boggs Run, which are classified as a warm water fishery 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 Municipal Authority.
Outfall 001: existing discharge, design flow of 0.023 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) 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 (1st month--36th month) monitor and report (37th month--expiration) 0.01 0.03 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.
PA 0098388. Sewage, Patusan Trading Company, Inc., 5490 Route 217 Highway North, Blairsville, PA 15717.
This application is for a renewal of an NPDES permit to discharge treated sewage from Patusan Trading Company Sewage Treatment Plant, in Blacklick Township, Indiana County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Greys Run, which are classified as a cold water fishery 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 W. W. located on the Conemaugh River.
Outfall 001: existing discharge, design flow of 0.00084 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) 50,000/100 ml as a geometric mean Total Residual Chlorine (1st month--36th month) monitor and report (37th month--expiration) 1.4 2.1 pH not less than 6.0 nor greater than 9.0 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.
