[29 Pa.B. 4975]
[Continued from previous Web Page] The proposed effluent limits for Outfall No. 001, based on a design flow of .00111 mgd, are:
Average Instantaneous Parameter Monthly (mg/l) Maximum (mg/l) CBOD5 10 20 TSS 20 40 Fecal Coliform 200/100 ml as a geometric average Total Residual Chlorine 1.4 3.3 pH 6.0--9.0 at all times The EPA waiver is in effect.
PA 0222755. Industrial waste, SIC: 3691, New Castle Battery Mfg. Co., 3601 Wilmington Road, New Castle, PA 16105.
This application is for a new NPDES permit, to discharge treated I.W. and Group 2 stormwater to an unnamed tributary to the Shenango River in Neshannock 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 PA American Water Co. on Shenango River located at New Castle, approximately 6 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.0039 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow XX Oil and Grease 15 15 30 TSS 30 30 60 Copper 0.08 0.16 0.2 Lead 0.05 0.1 0.13 Iron 1.0 2.0 2.5 Dissolved Iron 0.3 0.6 0.75 Ammonia-Nitrogen XX pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 002
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) This outfall shall consist of stormwater only. The EPA waiver is in effect.
PA 0005061. Industrial waste, SIC: 4911, Pennsylvania Power Company--New Castle Plant, P. O. Box 891, New Castle, PA 16103.
This application is for a renewal of an NPDES permit, to discharge treated I.W., noncontact cooling water, Group 1, Group 2 stormwater to the Beaver River and McKee Run in Taylor Township, Lawrence County. These are existing discharges.
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 Beaver Falls Municipal Authority--Eastvale Plant on Beaver River located at Eastvale, approximately 16 miles below point of discharge.
The proposed discharge limits, based on a design flow of 139.3 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) (MO) Flow (mgd) monitor and report (BAT) Total Residual Chlorine 0.2 Interim Effluent Limitations--operate existing electric load management strategy as specified in the previous NPDES permit. This strategy is spelled out in Special Condition A in Part C. Also, refer to Special Condition I in Part C, the Schedule of Compliance for duration of interim temperature limitations. Final Heat Rejection Rates--refer to Special Conditions B, C, I and J in Part C. (MBTU/day) January 1--31 24,548.01 February 1--29 23,257.92 March 1--31 30,821.90 April 1--15 28,160.76 April 16--30 28,160.76 May 1--15 28,854.30 May 16--31 37,098.38 June 1--15 56,445.76 June 16--30 43,419.82 July 1--31 47,633.36 August 1--15 35,490.09 August 16--31 39,039.10 September 1--15 41,946.05 September 16--30 45,441.55 October 1--15 26,856.81 October 16--31 35,809.08 November 1--15 40,103.29 November 16--30 32,082.64 December 1--31 26,479.18 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.006 are:
Outfall No. 101
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 30 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.42, are:
Outfall No. 002
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) This discharge shall consist solely of intake screen backwash The proposed discharge limits, based on a design flow of 0.26, are:
Outfall No. 003
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 30 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.97, are:
Outfall No. 004 and 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 30 Iron 3.5 7.0 8.75 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.048 are:
Outfall No. 005A
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 30 Copper 1.0 1.0 2.5 Iron 1.0 1.0 2.5 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 006
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 30 Dissolved Iron XX 7 Any untreated overflow from facilities designed, constructed and operated to treat the ash pile runoff which results from a 10 year/24 hour rainfall event shall not be subject to the above Total Suspended Solids limitations. pH 6.0--9.0 at all times XX--monitor and report
The proposed discharge limits, based on a design flow of 0.71 mgd, are:
Outfall No. 007
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 100 Oil and Grease 15 20 30 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 008
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 50 Mercury monitor and report Any untreated overflow from facilities designed, constructed and operated to treat the coal pile runoff which results from a 10 year/24 hour rainfall event shall not be subject to the above Total Suspended Solids limitations. pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 009
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow (mgd) monitor and report Total Suspended Solids 30 100 Any untreated overflow from facilities designed, constructed and operated to treat the ash pile runoff which results from a 10 year/24 hour rainfall event shall not be subject to the above Total Suspended Solids limitations. pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 010, 011, 012, 013
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) These discharges shall consist solely of stormwater runoff Areas Contributing Stormwater Runoff:
Outfall 010--No. 10 Building Drain
Outfall 011--Coal Truck Parking Area
Outfall 012--138 KV Substation Area
Outfall 013--69 KV Substation Area
*--Refer to Stormwater Only Outfalls, Condition H in Part C.
The following Special Conditions are included in Part C.
1. Thermal Electric Load Management Strategy
2. Method to Calculate Daily Average Heat Rejection Rates
3. Other Permits Superseded Condition
4. TRC and PCB Steam Electric Discharger Related Conditions
5. Chemical Additives Condition
6. Stormwater Only Outfalls Conditions
7. Compliance Schedule for Thermal Discharge Including Interim/Final Limitations Compliance Dates
8. Option to Conduct 316(a) Thermal Variance Condition
The EPA waiver is not in effect.
PA 0002038. Industrial waste, SIC: 2819 and 2869, OMG Americas, Two Mile Run Road, Franklin, PA 16323.
This application is for a renewal NPDES permit, to discharge noncontact cooling water, stormwater runoff and process wastewater to Race Run, Two Mile Run and the Allegheny River in Sugarcreek Borough, Venango 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 Emlenton Water Company on the Allegheny River located at Emlenton, approximately 30 miles below point of discharge.
The proposed discharge limits, based on a design flow of 0.04 mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids no net poundage addition above levels in the intake water source Heat Rejection Rate Daily Avg.
(MBTU/day)January 142 February 116 March 233 April 1--15 206 April 16--30 103 May 57 June 33 July 19 August 15.5 September 12.2 October 1--15 13.3 November 1--15 17.7 November 16--30 35.5 December 13.3 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.037 mgd, are:
Outfall No. 102
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Cobalt 1.4 3.6 3.6 Total Suspended Solids 17 28 40 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.03 mgd, are:
Outfall No. 202
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow Total Suspended Solids no net poundage addition above levels in the intake water source pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.075 mgd, are:
Outfall No. 302
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Copper 0.74 2.29 2.29 Nickel 0.74 2.29 2.29 Total Suspended Solids 30 60 60 Cobalt 1.4 2.8 3.5 pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.012 mgd, are:
Outfall No. 402
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids no net poundage addition above levels in the intake water source pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.0045 mgd, are:
Outfall No. 502
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report TDS monitor and report Total Suspended Solids monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.01 mgd, are:
Outfall No. 602
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Iron monitor and report Manganese monitor and report Aluminum monitor and report Total Suspended Solids monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.085 mgd, are:
Outfall No. 702
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report Total Suspended Solids no net poundage addition above levels in the intake water source pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of 0.85 mgd, are:
Outfall Nos. 102, 202, 302, 402, 502, 602 and 702
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Temperature 110°F pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 003
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 004
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 005
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 006
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) This outfall shall consist of stormwater only. The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 007
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 008
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 009
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 010
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The proposed discharge limits, based on a design flow of n/a mgd, are:
Outfall No. 001
Average Maximum Instantaneous Parameter Monthly (mg/l) Daily (mg/l) Maximum (mg/l) Flow monitor and report CBOD5 monitor and report Oil and Grease monitor and report pH monitor and report Total Suspended Solids monitor and report Dissolved Iron monitor and report Copper monitor and report Nickel monitor and report Cobalt monitor and report Sara Title III, Section 313-- Water Priority Chemicals monitor and report pH 6.0--9.0 at all times The EPA waiver is in effect.
Proposed NPDES Permit Renewal Actions for Minor Sewage Discharges
The following parties have applied to renew their current NPDES permits to allow the continued discharge of controlled wastewaters into the surface waters of this Commonwealth. The Department of Environmental Protection (Department) has made a tentative determination to renew these permits and proposes to issue them, subject to their current permit effluent limitations, and monitoring and reporting requirements, with appropriate and necessary updated requirements to reflect new or changed regulations and other requirements. The updates may include, but will not be limited to, applicable permit conditions and/or requirements addressing combined sewer overflows (CSOs), municipal sewage sludge management and total residual chlorine control (TRC). Major changes to or deviations from the terms of the existing permit will be documented and published with the final Department actions.
The EPA, Region III, Regional Administrator has waived the right to review or object to these proposed permit actions under the waiver provision 40 CFR 123.6E.
Persons wishing to comment on the proposed permits are invited to submit a statement to the Field Office indicated as the office responsible, 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 these applications and proposed permit actions. Comments should include the name, address and telephone number of the writer and a brief statement to inform the Field Office of the basis of the comment and the relevant facts upon which it is based. A public hearing may be held if the Field 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 action. 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 permit renewal application and related documents, proposed effluent limitations and special conditions, comments received and other information are on the Department's file. The documents may be inspected at, or a copy requested from, the Field Office that has been indicated above the application notice.
Southcentral Regional Office: Water Management Program, 909 Elmerton Avenue, 2nd Floor, Harrisburg, PA 17110, (717) 705-4707.
NPDES Facility County and Tributary New Permit No. Name and Address Municipality Stream Requirements PA0080837 John D. Walter
Conodoguinet Mobile Estates
P. O. Box 175
Newville, PA 17241Cumberland County
Lower Mifflin TownshipConodoguinet Creek TRC PA0087114 99-2 Manolo and Rosalie Calvo
127 Stoney Run Road
Dillsburg, PA 17019York County
Carroll TownshipStoney Run Creek TRC
DISCHARGE OF CONTROLLED INDUSTRIAL WASTE AND SEWERAGE WASTEWATER
Applications under the Pennsylvania Clean Streams Law
(Part II Permits) The following permit applications and requests for plan approval have been received by the Department of Environmental Protection (Department).
Persons objecting on the grounds of public or private interest to the approval of an application or submitted plan may file a written protest with the Department at the address indicated above each permit application or plan. Each written protest should contain the following: name, address and telephone number; identification of the plan or application to which the protest is addressed; and a concise statement in sufficient detail to inform the Department of the exact basis of the protest and the relevant facts upon which it is based. The Department may conduct a fact-finding hearing or an informal conference in response to any given protest. Each commentator will be notified in writing of the time and place if a hearing or conference concerning the plan, action or application to which the protest relates is held. To insure consideration by the Department prior to final action on permit applications and proposed plans, initial protests and additions or amendments to protests already filed should be filed within 15 calendar days from the date of this issue of the Pennsylvania Bulletin. A copy of each permit application and proposed plan is on file in the office indicated and is open to public inspection.
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