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u�r��R Ce,nSvU Manager¢, Canaulllnp bnpirwnrx Bryan Wilson Contract Administrator the new sedimentation basis and the Water Conservation District Canal. The new sedimentation basin will be 200-foot wide and 600-foot long and approximately 10 feet deep. The new pipeline will consist of approximately 1,900 linear feet of 96-inch diameter CMLC welded steel pipe and 1,300 linear feet of 78-Inch diameter CMLC welded steel pipe connecting the new sedimentation basin and the existing 78-inch diameter SBVMWD Foothill Pipeline, Field Engineer/Document Control Specialist, Vista Verde Reservoir Replacement Project —Phase II; Vista, CA; City of Escondido (Completion: 2018; Value $9.5 million) —Mr. Wilson is providing field engineering and document control services for the replacement of the Vista Verde Reservoir. The existing 750,000-gallon steel reservoir, which suffered from Internal corrosion, is being replaced with two 1 million -gallon Type I pre- stressed concrete reservoirs that will be partially buried. The extra capacity for water storage will allow additional development in the area. The scope of work also includes new interconnecting piping, valve structure, grading, paving, site improvements, landscaping, electrical, Instrumentation, and incidentals for a complete and usable facility. The pipeline portion of the project will extend from the existing pump station along Vista Verde Way, up to the Vista Verde Way cul-de-sac (approximately 6,000 Linear Feet). It Includes inlet, outlet and drain line up the hill to the vault structure. Field Engineer/Document Controls, Wineville Extension Recycled Water Pipeline —Segment A; Inland Empire Utilities Agency (Completion: September 2016; Value: $10,609,000)—But€er provided construction management, contract administration, and inspection services for the construction of the Wineville Extension Recycled Water Pipeline, Segment A Is located in the Cities of Ontario and Fontana and within the San Bernardino Flood Control District property. It begins along East Airport Drive beside the east side of the Day Creek Channel continuing to Jurupa Avenue, south along Wineville Avenue to Francis Street, east along Francis Street and Marley Avenue just east of Mulberry Avenue. The construction consisted of the following: 5,464-LF of 24-inch pipe; 13,500-LF of 36-inch pipe; isolating valves; air release and vacuum valve assemblies; and blow -off assemblies. Mr. Wilson managed all financial aspects of project construction, including payment application review and processing, change order drafting and approval recommendation, construction cost estimating, and overall project budget implementation and tracking. Additionally, Mr, Wilson conducted weekly project meetings, reviewed and processed submittals and RFIs, performed field inspections, and coordinated the resolution of construction and contractual Issues.