Design-Builder of the District’s $200M Stored Water Recovery Unit Program. This overall program, delivered in phases, provides an east-west connection between the California Aqueduct and the District’s Pond-Poso Canal System, allowing the bidirectional conveyance of up to 720cfs of water. The initial phase consisted of a $47M project which included the following features: 38,000LF of 120” RCP pipeline, 144” tunnel crossing of Hwy 5, aqueduct turnout, 12,000HP junction reservoir pumping plant, concrete-lined canal and forebay, reservoir spillway with adjustable weir structure, connection channel check structure with reverse flow pumps and electrical/instrumentation. Subsequent projects within the program include a 1.0MW electrical generation facility that utilizes tracking photovoltaic solar panels, raw water processing plant, various pipeline expansions to include additional water banking areas, pumping plant energy recovery and piping interties.

���߲ݴ�ý. was the prime contractor on this progressive design-build project that connected portions of the District’s X, Y, and Z Distribution Systems in order to provide irrigation water to an additional 3500 acres of orchards and row crops. The project included the installation of 18,900LF of 30” to 36” RCP pipelines, 30,200LF of 18” to 27” PVC pipelines, 23 landowner farm turnouts and two 100cfs booster pump stations.

WML partnered with Webcor Builders to provide subcontracting services to support the delivery of the UC Merced 2020 Project which nearly doubles the size of the existing UC Merced campus by adding 13 buildings with supporting infrastructure, featuring 1.2M gross square feet of classroom, research, student life, housing and faculty office space. The $1.3B Design-Build-Operate-Finance project utilized the P3 (Public-Private-Partnership) delivery method.

W.M. ���߲ݴ�ý Co.’s subcontracting scope of work included 19,000LF of 4”-16” domestic/fire water piping, 12,500LF of 4”-20” chilled water piping, 4,000LF of 3”-8” gas piping, 3,500LF of 4”-14” reclaimed water piping, 11,500LF of 4”-21” sanitary sewer piping, 2,000LF of 8” sewer force main piping, and over 26,000LF of 6”-36” storm drain piping. Other work included concrete retaining walls, storm drain headwalls / outfalls, manholes, catch basins, demolition of existing utilities/structures, sanitary sewer lift station, over 400,000LF of conduit duct bank / pathway for power, IT, emergency blue phone system, lighting, security, traffic signals, and wireless access points including the concrete foundations for over 450 light fixtures.

This project involved the installation of two new deep well pumps with associated piping, valves, flow meters and electrical. Including development of two well sites with fencing, sumps, and surfacing. New steel chemical injection manifold and tie into existing storage tank. This project includes new Solar Bee tank mixing equipment and hydro pneumatic skid and controls.