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Current Projects
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UPRR 24-Inch Sewer Interceptor Phase 2 (P1604-19)
Yearly testing to ensure all Ecology and Department of Health water quality parameters continue to be met.
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W. 10th Ave Widening (P1714-19)
This contract is for the improvement to widen the south side of 10th Avenue to complete a 3-lane road, with bike lanes, curb, gutter, sidewalk, storm drainage, illumination and HMA Overlay. The existing roadway width is approximately 23-feet and the existing right of way is 80-feet wide. The improvement on W. 10th Ave involves widening the street to a width of 44-feet between curbs to include a two-way left turn lane. This is the same street section that was previously improved east of the roundabout at S. Steptoe St. and W. 10th Ave. The project will include curb, gutter, separated sidewalks, storm drainage manholes, storm drainage catch basins, street lights, sewer manholes and pipe, irrigation and landscaping.
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W. 14th Pl. Outfall & Misc. Storm Sites (P1931-19)
This project includes, but is not limited to, construction of the following: Installation, repair and abandonment of storm drywells, connecting to existing storm lines, installing approximately 230 lineal feet of 10 and 12-inch diameter storm line, installing approximately 486 lineal feet of 18- inch diameter storm line, installing approximately 120 lineal feet of 12- inch diameter slotted drain pipe within City of Kennewick right-of-way.
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Zone 2 W. 7th Ave Transmission Main (P1912-19)
This Capital Improvement Project involves the installation of a 30-inch diameter ductile iron transmission main pipe from W. 10th Ave and S. Edison St. intersection along Edison St. to W. 7th Ave, then along W. 7th Ave to a private access road and utility easement, then along the private access road to W. 4th Ave. The Project also includes the installation of a 16-inch diameter ductile iron transmission main pipe from W. 10th Ave and S. Edison St. intersection along W. 10th Ave. to S. Dawes St.
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18th & Kellogg Reservoir Replacement (P1810-19)
The existing 10 million gallon concrete reservoir has expended 75% or more of its expected useful life and is in need of replacement.