NOTICES
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Applications, Actions and Special Notices
APPLICATIONS
[35 Pa.B. 1344]
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 regional office noted before an 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 regional 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 a public hearing is 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 No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0085821
(Industrial Waste)Altoona City Authority
(Homer Gap)
20 Greenwood Road
Altoona, PA 16602-7114Blair County
Logan TownshipHomer Gap Run/11-A Y PA0085529
(Industrial Waste)Altoona City Authority
(Mill Run)
20 Greenwood Road
Altoona, PA 16602-7114Blair County
Logan TownhsipMill Run/11-A Y PA0085812
(Industrial Waste)Altoona City Authority
(Kettle Creek)
20 Greenwood Road
Altoona, PA 16602-7114Blair County
Tyrone TownshipKettle Creek/11-A Y PA0082635
(Sewage)Sun Valley, LLC
P. O. Box 708
Bowmansville, PA 17507Lancaster County
Brecknock TownshipUNT Rock Creek/7-J Y PA0021571
(Sewage)Borough of Marysville
200 Overcrest Road
Marysville, PA 17053Perry County
Marysville BoroughSusquehanna River/7-A Y
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.
NPDES No.
(Type)Facility Name and
AddressCounty and
MunicipalityStream Name
(Watershed No.)EPA Waived
Y/N ?PA0102598 One Land Corporation
P. O. Box 222
Valencia, PA 16059Middlesex Township
Butler CountyUNT to Glade Run 20-C Y PA0029378 Redbank Valley School District
920 Broad Street
New Bethlehem, PA 16242Hawthorn Borough
Clarion CountyUNT to Redbank Creek
17-CY
II. Applications for New or Expanded Facility Permits, Renewal of Major Permits and EPA Nonwaived Permit Applications
Southeast Region: Water Management Program Manager, 2 East Main Street, Norristown, PA 1940.
PA0058904, IW, SIC 3273, Glenside Ready Mix Concrete Company, 800 Fitzwatertown Road, Willow Grove, PA 19090. This proposed facility is located in Upper Moreland, Montgomery County.
Description of Proposed Activity: Manufacturing of concrete mixtures from raw materials stored onsite. Raw materials are combined with cement and concrete admixtures to produce the finished product which is then loaded into trucks for offsite delivery.
The receiving stream, UNT to Pennypack Creek, is in the State Water Plan Watershed 3J and is classified for: trout stocking and MF. There is no public water supply downstream of the discharge on Pennypack Creek.
The proposed effluent limits for Outfall 001 are based on a design flow of based on stormwater event.
Concentration (mg/l) Average Maximum Instantaneous Parameters Annual Daily Maximum Total Suspended Solids (issuance through year 2) Monitor and Report
Monitor and Report
Monitor and Report (year 3 through expiration) 50 100 100 pH (STD) (issuance through year 2) Monitor and Report
Monitor and Report
Monitor and Report
(year 3 through expiration) Within limits of 6-9 STD units at all times Oil and Grease Monitor and Report
Monitor and Report
Monitor and Report In addition to the effluent limits, the permit contains the following major special conditions: Requirement applicable to stormwater outfalls.
PA0022586, Sewage, SIC 4952, Borough of North Wales, 300 School Street, North Wales, PA 19454. This existing facility is located in Upper Gwynedd Township, Montgomery County.
Description of Proposed Activity: Renewal of NPDES permit to discharge treated sewage effluent from a wastewater treatment plant serving the Borough of North Wales.
The receiving stream, an UNT to Wissahickon Creek, is in the State Water Plan watershed 3F and is classified for: TSF, aquatic life, water supply and recreation. The nearest downstream public water supply intake for Philadelphia Water Department is located on the Schuylkill River, approximately 15.4 miles below the point of discharge.
The proposed effluent limits for Outfall 001 are based on a design flow of 0.835 mgd.
Average Average Maximum Instantaneous Parameters Monthly Weekly Daily Maximum Issuance through Year 3 (mg/l) (mg/l) (mg/l) (mg/l) CBOD5 (5-01 to 10-31) 10 15 20 (11-01 to 04-30) 20 30 40 Total Suspended Solids 30 45 60 NH3-N (5-01 to 10-31) 2.5 5.0 (11-01 to 4-30) 6.5 13.0 Dissolved Oxygen 6.0, I-min pH (Standard Units) 6.0, I-min 9.0 Fecal Coliform (No./100 ml) 200 Total Residual Chlorine 0.01 0.03 Orthophosphate as P Monitor
Total phosphorus as P Monitor
Aluminum, Total Monitor
Monitor
Copper, Total Monitor
Monitor
Lead, Total Monitor
Monitor
Iron, Total Monitor
Monitor
Iron, Dissolved Monitor
Monitor
Average Average Maximum Instantaneous Parameters Monthly Weekly Daily Maximum Year 4 through expiration (mg/l) (mg/l) (mg/l) (mg/l) CBOD5 (5-01 to 7-31) 3 6 (8-01 to 10-31) 6 12 (11-01 to 2-14) 12 24 (2-15 to 4-30) 6 12 Total Suspended Solids 30 60 NH3-N (5-01 to 7-31) 0.5 1.0 (8-01 to 10-31) 1.4 2.8 (11-01 to 2-14) 4.2 8.4 (2-15 to 4-30) 1.5 3.0 Dissolved Oxygen 7.0, I-min pH (Standard Units) 6.0, I-min 9.0 Fecal Coliform (No./100 ml) 200 Total Residual Chlorine 0.01 0.03 Orthophosphate as P (4-01 to 7-31) 1.4 2.8 Total Phosphorus as P (8-01 to 3-31) 2.0 4.0 Aluminum, Total 0.5 0.75 Copper, Total 0.013 0.017 Lead, Total 0.005 0.008 Iron, Total 1.5 2.34 Iron, Dissolved 0.3 0.47 In addition to the effluent limits, the permit contains the following major special conditions:
1. Notification of Designation of Responsible Operator
2. Definition of Average Weekly
3. Remedial Measures if Public Nuisance
4. No Stormwater
5. Necessary Property Rights
6. Small Stream Discharge
7. Sludge Handling
8. Instantaneous Maximum Limits
9. Specification of Test Methods
10. Chlorine Minimization
The EPA waiver is not in effect.
Southcentral Region: Water Management Program Manager, 909 Elmerton Avenue, Harrisburg, PA 17110, (717) 705-4707.Application No. PA 0247596, Industrial Waste, SIC Code 4941, Ephrata Area Joint Authority, 124 South State Street, Ephrata, PA 17522. This facility is located in Ephrata Township, Lancaster County.
Description of activity: The application is for issuance of an NPDES permit for a new discharge of treated industrial waste.
The receiving stream, Cocalico Creek, is in Watershed 7-J, and classified for WWF, water supply, recreation and fish consumption. The nearest downstream public water supply intake is Lancaster Municipal Water Authority located on the Conestoga River, approximately 14 miles downstream. The discharge is not expected to affect the water supply.
The proposed effluent limits for Outfall 001 based on a design flow of 0.156 mgd are:
Concentration (mg/l) Average Maximum Instantaneous Parameter Monthly Daily Maximum pH From 6.0 to 9.0 inclusive
Total Dissolved Solids Monitor and Report
Individuals may make an appointment to review the Department of Environmental Protection's files on this case by calling the file review coordinator at (717) 705-4732.
The EPA waiver is in effect.
Northwest Region: Water Management Program Manager, 230 Chestnut Street, Meadville, PA 16335-3481.PA0002143, Industrial Waste. Weyerhaeuser--Johnsonburg Mill, 100 Center Street, Johnsonburg, PA 15845. This existing facility is located in Johnsonburg Borough, Elk County.
Description of Proposed Activity: discharge of treated industrial waste and stormwater.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the PA American Water Company and the Clarion River located at Clarion, approximately 68 miles below point of discharge.
The receiving stream, Clarion River (002), Riley Run (001) and East Branch Clarion River (003 and 004), are in watershed 17-A and classified for: CWF (Clarion River), WWF (Riley Run) and HQ-CWF (East Branch Clarion River), aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002 based on a design flow of 13.91 mgd.
The thermal loading limitations are based on a variance granted by the Department after the applicant completed a 316(a) Thermal Variance Study.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) XX XX (*) TSS 6,000 15,000 52 129 130 (*) BOD5 3,694 7,388 32 64 80 (CH-16) 2,3,7,8- TCDD
(Dioxin) **0.22 pg/l 0.55 pg/l (BAT) Adsorbable organic halides (AOX) 779 1,189 (BPJ) Color (Interim) 514 pt-co 1,028 pt-co (WQ-93) Color (Final) **** 256 pt-co 640 pt-co (WQ-93) Fecal Coliform 7,300/100 ml (BPJ) Antimony (Interim) 23.2 0.2 0.5 (WQ-16) Antimony
(Final) ****6 0.052 0.13 (BPJ) Copper (Interim) 5.8 0.05 0.13 (WQ-16) Copper
(Final) ****1.4 0.012 0.03 (BPJ) Zinc (Interim) 4.5 0.039 0.098 (WQ-16) Zinc (Final) **** 2.7 0.023 0.058 (MO) Chlorodibromomethane XX (MO) N-nitrosodimethylamine XX (MO) Chemical Oxygen Demand XX (WQ-93) pH 6 to 9
Loadings (mBtu/day)***** (°F) Daily****** Maximum Daily****** Maximum Instantaneous Parameter Average Daily Average Daily Maximum Thermal Loading/Temperature January 7,890 XX daily I-S February 8,010 XX daily I-S March 7,450 XX daily I-S April 1 to 15 7,360 XX daily I-S April 16 to 30 6,760 XX daily I-S May 1 to 15 6,170 XX daily I-S May 16 to 31 6,080 XX daily I-S June 1 to 15 5,990 XX daily I-S June 16 to 30 5,670 XX daily I-S July 5,590 XX daily I-S August 1 to 15 5,500 XX daily I-S August 16 to 31 5,290 XX daily I-S September 1 to 15 5,350 XX daily I-S September 16 to 30 5,410 XX daily I-S October 1 to 15 6,580 XX daily I-S October 16 to 31 7,310 XX daily I-S November 1 to 15 7,040 XX daily I-S November 16 to 30 7,360 XX daily I-S December 7,870 XX daily I-S XX--Monitor and Report on monthly DMRs
**--See Special Condition 9 in Part C of the Permit
***--See Special Condition 7 in Part C of the Permit
****--See Special Condition 2 in Part C of the Permit
*****--To demonstrate compliance, the thermal loading shall be calculated as: Waste Discharge (mgd) × Temperature discharge-Temperature of intake (°F) × 8.34
******--For the purposes of reporting and monitoring results, report the highest daily average thermal loading and the corresponding temperature for the period of the discharge monitoring report (DMR) and report the number of exceedances on the DMR.The proposed effluent limits for Outfall 202 based on a design flow of 3.15 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (ug/l) Daily (ug/l) Maximum (MO) Flow (mgd) XX XX (BAT) Chloroform * 5.2 8.7 (BAT) 2,3,7,8--TCDD (Dioxin) 10 pg/l (BAT) 2,3,7,8--TCDF (Furan) 31.9 pg/l (BAT) Trichlorosyringol 2.5 (BAT) 3,4,5-Trichlorocatechol 5 (BAT) 3,4,6-Trichlorocatechol 5 (BAT) 3,4,5-Trichloroguaiacol 2.5 (BAT) 3,4,6-Trichloroguaiacol 2.5 (BAT) 4,5,6-Trichloroguaiacol 2.5 (BAT) 2,4,5-Trichlorophenol 2.5 (BAT) 2,4,6-Trichlorophenol 2.5 (BAT) Tetrachlorocatechol 5 (BAT) Tetrachloroguaiacol 5 (BAT) 2,3,4,6-Tetrachlorophenol 2.5 (BAT) Pentachlorophenol 5 (BAT) pH 5 to 9
standard
units The proposed effluent limits for Outfall 001 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) XX (BPJ) BOD5 287 XX XX XX 63 (MO) Total Suspended Solids XX (MO) 2,3,7,8-TCDD (Dioxin) XX (MO) 2,3,7,8-TCDF (Furan) XX (MO) pH Minimum XX
XX The proposed effluent limits for Outfall 102 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) XX (MO) BOD5 XX (MO) COD XX (MO) Oil and Grease XX (MO) Total Suspended Solids XX (MO) Color XX (MO) pH Minimum XX
XX The proposed effluent limits for Outfall 003 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) XX (MO) BOD5 XX (MO) COD XX (MO) Oil and Grease XX (MO) Total Suspended Solids XX (MO) Color XX (MO) pH Minimum XX
XX The proposed effluent limits for Outfall 004 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) XX (MO) BOD5 XX (MO) COD XX (MO) Oil and Grease XX (MO) Total Suspended Solids XX (MO) Color XX (MO) pH Minimum XX
XX XX = Monitor and Report on monthly DMRs.
1. Solid Waste
2. Toxics Reduction Evaluation (TRE)
3. Chemical Additives
4. Stormwater
5. Chloroform
6. Best Management Practices
7. Analytical Methods
8. 2° Temperature Rise
9. Limitations below analytical detection method
10. Dill Hill Closure
11. 316(a) Thermal Variance Vertification
The EPA waiver is not in effect.
PA0002674, Industrial Waste. American Refining Group, 77 North Kendall Avenue, Bradford, PA 16701. This proposed facility is located in Bradford City and Foster Township, McKean County.
Description of Proposed Activity: renewal of an NPDES permit for a discharge of treated industrial waste and stormwater.
For the purpose of evaluating effluent requirements for TDS, NO2-NO3, fluoride, phenolics, sulfate and chloride, the existing/proposed downstream potable water supply (stream and public water supplier) considered during the evaluation is the PA/NY state line and Tunungwant Creek located approximately 3 miles below point of discharge.
The receiving stream, Tunungwant Creek (Outfalls 002 and 004--009) and Foster Brook (Outfall 010), are in watershed 16-C and classified for: Tunungwant Creek--WWF, aquatic life, water supply and recreation and Foster Brook--CWF, aquatic life, water supply and recreation.
The proposed effluent limits for Outfall 002 based on a design flow of 0.45 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX XX TSS 155 240 XX XX 100 BOD5 180 345 XX XX 115 NH3-N 19 42 XX XX 11 Oil and Grease 56 105 15 30 COD 920 1,708 XX XX 610 Phenolics 1.17 2.6 XX XX 0.78 Sulfide 1.04 2.3 XX XX 0.7 Total Chromium 3.08 5.3 XX XX 2.05 Hexavalent Chromium 0.195 0.429 XX XX 0.05 Lead (Interim) 0.1 0.25 Lead (Final)** 0.11 0.22 0.03 0.06 0.07 Thallium (Interim) 0.1 0.25 Thallium (Final)** 0.15 0.3 0.04 0.08 0.01 Acrylonitrile (Interim) 0.01 0.025 Acrylonitrile (Final)** 0.027 0.054 0.007 0.014 0.018 1,1,2,2-Tetrachloroethane
(Interim)0.002 0.005 1,1,2,2-Tetrachloroethane
(Final)**0.0009 0.0018 0.00025 0.0005 0.0006 pH Within limits of 6.0 and 9.0 standard units The proposed effluent limits for Outfall 004 based on a design flow of 0.012 mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX XX TSS 4 6 XX XX 100 BOC5 4.5 9 XX XX 110 NH3-N 0.5 1 XX XX 12.5 Oil and Grease 1.5 2.9 15 30 COD 24 47 XX XX 600 Phenolics 0.03 0.07 XX XX 0.8 Sulfide 0.03 0.06 XX XX 0.8 Total Chromium 0.08 0.14 XX XX 2 Hexavalent Chromium 0.005 0.01 XX XX 0.05 1,1,2,2-Tetrachloroethane
(Interim)0.002 0.005 1,1,2,2-Tetrachloroethane
(Final)**0.00003 0.00006 0.00025 0.005 0.0006 The proposed effluent limits for Outfall 005 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 * SARA Title III, Section 313 Water Priority Chemicals XX XX Total Suspended Solids XX XX The discharges from 005 to 010 should consist of uncontaminated stormwater runoff only.
ARG should monitor these outfalls for the parameters listed. Also refer to Special Condition 4. *--Any Section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313. The proposed effluent limits for Outfall 006 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 * SARA Title III, Section 313 Water Priority Chemicals XX XX Total Suspended Solids XX XX The discharges from 005 to 010 should consist of uncontaminated stromwater runoff only. ARG should monitor these outfalls for the parameters listed. Also refer to Special Condition 4.
*--Any Section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313. The proposed effluent limits for Outfall 007 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 * SARA Title III, Section 313 Water Priority Chemicals XX XX Total Suspended Solids XX XX The discharges from 005 to 010 should consist of uncontaminated stromwater runoff only. ARG should monitor these outfalls for the parameters listed. Also refer to Special Condition 4.
*--Any Section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313. The proposed effluent limits for Outfall 008 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 * SARA Title III, Section 313 Water Priority Chemicals XX XX Total Suspended Solids XX XX The discharges from 005 to 010 should consist of uncontaminated stromwater runoff only. ARG should monitor these outfalls for the parameters listed. Also refer to Special Condition 4. *--Any Section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313. The proposed effluent limits for Outfall 009 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 * SARA Title III, Section 313 Water Priority Chemicals XX XX Total Suspended Solids XX XX The discharges from 005 to 010 should consist of uncontaminated stromwater runoff only. ARG should monitor these outfalls for the parameters listed. Also refer to Special Condition 4.
*--Any Section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313. The proposed effluent limits for Outfall 010 based on a design flow of n/a mgd.
Loadings Concentrations Average Maximum Average Maximum Instantaneous Parameter Monthly (lb/day) Daily (lb/day) Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Oil and Grease 15 30 * SARA Title III, Section 313 Water Priority Chemicals XX XX Total Suspended Solids XX XX The discharges from 005 to 010 should consist of uncontaminated stromwater runoff only.
ARG should monitor these outfalls for the parameters listed. Also refer to Special Condition 4.
*--Any Section 313 water priority chemical discharged in stormwater outfalls for which the permittee is subject to reporting requirements under SARA Title III, Section 313. XX--Monitor and report DMRs.
1. Chemical Additives
2. Other Permits
3. Stormwater Limitations
4. Stormwater Outfalls
5. TRE
6. Monitoring Waiver
The EPA waiver is not in effect.
Southwest Region: Water Management Program Manager, 400 Waterfront Drive, Pittsburgh, PA 15222-4745.PA0005746, Industrial Waste, SIC, 3229, World Kitchen Incorporated, 100 Eighth Street, Charleroi, PA 15022. This application is for renewal of an NPDES permit to discharge, cooling water, untreated noncontact cooling water and stromwater from the Charleroi Plant in Charleroi Borough, Washington County.
The following effluent limitations are proposed for discharge to the receiving waters, Monongahela River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is Pennsylvania Water Company, located at Aldrich Station, below the discharge point.
Outfall 001: existing discharge, design flow of 0.72 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) TSS 7 Temperature (°F) Oil & Grease 2 pH not less than 6.0 nor greater than 9.0 Outfalls 002--006: existing discharge, design flow of N/A mgd.
The EPA waiver is in effect.
PA0027537, Industrial Waste, SIC, 4941, Township of Shaler, 300 Wetzel Road, Glenshaw, PA 15116. This application is for renewal of an NPDES permit to discharge treated process water (spent brine, zeolite softener rewash water, filter rewash water) from Shaler Township Municipal Water Authority in Shaler Township, Allegheny County.
The following effluent limitations are proposed for discharge to the receiving waters, of the Allegheny River, classified as a WWF with existing and/or potential uses for aquatic life, water supply and recreation. The first existing/proposed downstream potable water supply is West View Municipal Authority, located at Neville Island, 9.52 miles below the discharge point.
Outfall 001: existing discharge, design flow of 0.22 mgd.
Mass (lb/day) Concentration (mg/l) Average Maximum Average Maximum Instantaneous Parameter Monthly Daily Monthly Daily Maximum Flow (mgd) Suspended Solids Irons Aluminum Manganese Total Residual Chlorine pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
PA0252816, Sewage, AMFIRE Mining Company, LLC, One Energy Place, Suite 2800, Latrobe, PA 15650. This application is for issuance of an NPDES permit to discharge treated sewage from Madison Mine Small Flow Treatment Facility in Jackson Township, Cambria County.
The following effluent limitations are proposed for discharge to the receiving waters, known as Saltlick Run, 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: Buffalo Township Municipal Authority--Freeport.
Outfall 001: new discharge, design flow of 0.001925 mgd.
Concentration (mg/l) Average Average Maximum Instantaneous Parameter Monthly Weekly Daily Maximum CBOD5 (5-1 to 10-31) 10 20 (11-1 to 4-30) 20 40 Suspended Solids 20 40 Ammonia Nitrogen (5-1 to 10-31) 5.0 10.0 (11-1 to 4-30) 15.0 30.0 Fecal Coliform (5-1 to 9-30) 200/100 ml as a geometric mean (10-1 to 4-30) 2,000/100 ml as a geometric mean Total Residual Chlorine 1.4 3.3 Dissolved Oxygen not less than 6.0 mg/l pH not less than 6.0 nor greater than 9.0 The EPA waiver is in effect.
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