10/19/2009 3:01 pm Date / Time filed with the Register of Regulations | VA.R. Document Number: R____-______ |
Virginia Register Publication Information
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Transmittal Sheet: Response to Petition for Rulemaking
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Initial Agency Notice
Agency Decision
Promulgating Board: | State Water Control Board |
Regulatory Coordinator: | John M. Kennedy (804)698-4312 john.kennedy@deq.virginia.gov |
Agency Contact: | Cindy Berndt Reg. Coordinator (804)698-4378 cindy.berndt@deq.virginia.gov |
Contact Address: | Department of Environmental Quality 629 East Main Street P.O. Box 1105 Richmond, VA 23218 |
Chapter Affected: | |
9 vac 25 - 720: | Water Quality Management Planning Regulation |
Statutory Authority: |
State: Section 62.1-44.15(10) and (13) of the Code of Virginia Federal: 33 USC 1313(e) of the Clean Water Act |
Date Petition Received | 10/09/2009 |
Petitioner | DuPont-Spruance Facility |
By letter dated 10/09/09 - Amend the Water Quality Management Planning Regulation
(9 VAC 25-720-60.C, James River Basin), regarding the total nitrogen (TN) and total
phosphorus (TP) waste load allocations (WLAs) for the DuPont-Spruance facility (VPDES
Permit #VA0004669; General Permit #VAN040079). Current nutrient WLAs are TN = 201,080
lb/yr; TP = 7,816 lb/yr, based on a discharge flow of 23.33 million gallons per day
(MGD). DuPont-Spruance presents two amendment options: 1) Allow determination of compliance
with the existing WLAs at Outfall 001 based on just the loads attributable to manufacturing
processes on the site, "netting" out nutrient content of the raw intake water pumped
from the James; 2) Amend the WLAs to TN = 197,390 lbs/yr (a 3,690 lb/yr decrease)
and TP = 11,840 lbs/yr (a 4,025 lb/yr increase), based on: (a) Relocating the compliance
monitoring point from combined Outfall 001 to internal process Outfall 101, thereby
eliminating contributions of non-contact cooling water and storm water from the regulated
discharge flow; (b) Achieving nutrient reduction treatment (NRT) equivalent to POTW
enhanced NRT (70-75% removal); (c) Setting design flow of the process wastewater system
at 12.96 MGD, based on maximum effluent pumping capacity out of the treatment lagoons.
Agency Plan
Public-notice receipt of the petition and provide for a 21-day public comment period.
Upon close of the public comment period, review any comments received and then make
a decision to either initiate a rulemaking or place the petition on the Board's next
meeting agenda for their consideration.
Publication Date | 11/09/2009 (comment period will also begin on this date) |
Comment End Date | 11/30/2009 |