Wet Well and Dry Sample Clauses

Wet Well and Dry. Well Lift station wet xxxxx shall be sized to provide adequate hydraulic inlet conditions for the pumps. Wet xxxxx shall be a minimum 96 inch inside diameter precast concrete manhole. Provide access platform and ladder if so directed by District. All other wet well configurations will require District approval. The Type 2 lift station shall use a factory built base. The lid shall be sized for the installation and removal of the specified pumps, and shall be of sufficient size to permit access to the wet well. The base shall be sized to accommodate an H20 or H30 (pending location in station and or as directed) rated 36”x72” LW Products HD Access hatch or approved equal. For pump removal, a Type 2 lift station shall be furnished with a flush-mounted pedestal/socket base cast into concrete or as approved and shall be compatible the Districts portable hoist, refer to Section X.” General Site Conditions” for make and model. If pumps are heavier than what the District’s portable hoist equipment can facilitate, the contractor shall provide a portable hoist and socket as part of the station and shall not weigh more than 75 pounds. Type 1 and 2 lift stations wet xxxxx shall:  Provide a xxxxxx style wet well bottom with a minimum of 60% slope at the base of the wet well as recommended by Washington State Department of Ecology.  The wet well shall be sized to provide a minimum of 15 minutes between pump cycles at half of peak pump design capacity, unless approved otherwise by the District and pumps are operated by variable frequency drives. The high water alarm shall be set a minimum of 7 inches below the invert of the lowest gravity sewer inlet pipe. High water alarm shall be set at a level below the lid to allow for temporary storage of six hours anticipated average daily design flow unless otherwise directed by the District. Provide buoyancy calculations of all structure that extend below ground surface to the District and include any protection needed to prevent buoyancy. Calculations shall be stamped and signed by a Professional Engineer licensed in the State of Washington. The wet well chamber shall be provided with a fiberglass ladder secured to the wall with stainless steel hardware and a light fixture rated for Class 1, Division 1 Environment. The wet well light shall be switch controlled with a manual switch located in the electrical enclosure or as directed. Pipe hangers located inside the wet well shall be stainless steel. All nuts, bolts, washers, fast...
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