Overflow Storage Sample Clauses

Overflow Storage. Overflow storage shall be provided for Type 1 and 2 lift stations. The overflow storage volume shall provide for a minimum of 1 hour of storage for peak flow conditions as a recommended minimum per the Washington State Department of Ecology Criteria for Sewage Works Design. The District may require a storage volume greater than the minimum based upon lift station capacity, distance from the District’s Maintenance Facility, proximity to sensitive areas and other factors. When designing the overflow storage facility, the design engineer shall take into consideration the District’s conditional surcharge criteria regarding impacts to the system upstream of the station and allowable surcharge. Conditional surcharge criteria:  If a pipe invert is less than or equal to 10 feet below the ground surface, the maximum allowable surcharge is 1 foot above the pipe crown.  If a pipe invert is greater than 10 feet below the ground surface, the maximum allowable surcharge is 3 feet above the crown The overflow storage vault (tank or pipe) shall be concrete or as approved by the District. The overflow storage vault floor shall be sloped at a minimum of 2% to drain to the wet well. The overflow storage shall be provided with a H20 rated, minimum 36-inch square LW Products access hatch or equal at the upstream end of the vault and a minimum 24-inch diameter access opening, manhole frame and cover, at the vault discharge point toward the wetwell. All interior concrete surfaces of the storage vault (including end pieces riser sections) shall be coated as required for the wet well and upstream manhole.
Sample 1
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