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Brown Sand,Inc. <br /> Spill Prevention, Control, and Countermeasures Plan Page: 17 <br /> June 3, 2020 <br /> maximum quantities, rates of flow, and direction of flow for a spill in this area. <br /> Facility spill response procedures are closely followed as outlined in the <br /> Spill/Discharge Response Plan, Section 4.0. <br /> Mode of Failure Maximum Rate of Flow Direction of Flow <br /> Quantity <br /> Storage Tank Leak or 1,000 gallonsBased on the largest Gradual to Contained within interstitial space of <br /> Failure tank size instantaneous double walled tank. <br /> A spill resulting from a tank <br /> Not greater than overfilling would flow in a <br /> 150 GPM,based on southwesterly direction where it <br /> Tank Overflow < 150 gallons pump rate and would collect in the truck parking <br /> response time of 1 area and remain onsite(Figure 6), <br /> minute procedures would be followed as <br /> outlined in Section 4.0 of this plan. <br /> A spill resulting from the tank <br /> Not greater than truck's connections would flow in a <br /> 150 GPM based on southwesterly direction where it <br /> Tank Truck Unloading < 150 gallons pump rate and would collect in the truck parking <br /> response time of 1 area and remain onsite(Figure 6), <br /> minute procedures would be followed as <br /> outlined in Section 4.0 of this plan. <br /> Since the fill line is plumbed to the <br /> Not greater than 10 top of the tank,only residual product <br /> GPM based on remaining in the line would flow in a <br /> Fill Line Piping < 10 gallons pump rate and southwesterly direction where it <br /> Failure response time of 1 Would collect in the truck parking <br /> minute area and remain onsite(Figure 6), <br /> procedures would be followed as <br /> outlined in Section 4.0 of this plan. <br /> Not greater than 15 A spill would flow in a southwesterly <br /> GPM based on direction where it would collect in <br /> Dispensing Line the truck parking area and remain <br /> < 15 gallons pump rate and <br /> Piping Failure response time of 1 onsite(Figure 6),procedures would <br /> minute be followed as outlined in Section <br /> 4.0 of this plan. <br /> Not greater than 15 A spill would flow in a southwesterly <br /> GPM,based on direction where it would collect in <br /> Fuel Dispensing < 15 gallons pump rate and the truck parking area and remain <br /> response time of 1 onsite(Figure 6),procedures would <br /> minute be followed as outlined in Section <br /> 4.0 of this plan. <br />