Utah Administrative Code (Current through November 1, 2019) |
R315. Environmental Quality, Waste Management and Radiation Control, Waste Management |
R315-265. Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities |
R315-265-255. Waste Piles-- Action Leakage Rates
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(a) The owner or operator of waste pile units subject to Section R315-265-254 shall submit a proposed action leakage rate to the Director when submitting the notice required under Section R315-265-254. Within 60 days of receipt of the notification, the Director will: Establish an action leakage rate, either as proposed by the owner or operator or modified using the criteria in this Section R315-265-255; or extend the review period for up to 30 days. If no action is taken by the Director before the original 60 or extended 90 day review periods, the action leakage rate will be approved as proposed by the owner or operator.
(b) The Director shall approve an action leakage rate for waste pile units subject to Section R315-265-254. The action leakage rate is the maximum design flow rate that the leak detection system (LDS) can remove without the fluid head on the bottom liner exceeding 1 foot. The action leakage rate shall include an adequate safety margin to allow for uncertainties in the design, for example, slope, hydraulic conductivity, thickness of drainage material, construction, operation, and location of the LDS, waste and leachate characteristics, likelihood and amounts of other sources of liquids in the LDS, and proposed response actions, for example, the action leakage rate shall consider decreases in the flow capacity of the system over time resulting from siltation and clogging, rib layover and creep of synthetic components of the system, overburden pressures, etc.
(c) To determine if the action leakage rate has been exceeded, the owner or operator shall convert the weekly flow rate from the monitoring data obtained under Section R315-265-260, to an average daily flow rate, gallons per acre per day, for each sump. Unless the Director approves a different calculation, the average daily flow rate for each sump shall be calculated weekly during the active life and closure period.