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is,000 acre-ftperyear, OVer16 miles Of 12-lach W484aah diameter pipe, a 2,65 MG welded steel reservoir, a
<br />flow control,;nd recharge.fatUfty with 40,000 9pul capacity And tip to,285 polprosouro drdp,.a pump q.tatiou.
<br />sized for 2 s�000 gpm with pumpsinstAlled to provide is,00 o gpm, and four turnout flow control fac Iltles for
<br />delivering the water to member agencies,
<br />Sellflower High Oapaolty Wolf, OftV of'Seliflowor, 13611flower, OA
<br />Projectmanager, Prepared A preliminary design report and provided final engineering design, and consttue-
<br />tion management and In4pectlon services for the well drilling and equipping of the city's new bigb-capacity
<br />groundwater well. The well Is designed to produce s,soo gallons per minute of high-qualitygrouadwaterto
<br />replace alarge portion ofthe city's water supplies. Electrical design services Included a motor control center,
<br />a varlable-fraquency drive for the well pump, Interior and exterlorlighting, an -automatic transfer switchi and
<br />an emergency diesel-fuelod generator. control design, included preparation of process and Instrumentation
<br />diagrams and specification of cootr9l components toprovido consistent y with control components installed
<br />in existing city facilities. Provided engineering support dutingtesting gad start-up ofthe well.
<br />W0119.214nd 22 Wellhead Facilities and Pipeline*, Irvine Ranch Water 131striot, TUatIn,OA
<br />TaskManager. Task manager responsiblefor the design of thewelthead facilities and untreated water p pe
<br />I line,
<br />Dollverablea Indluded plans, specifications and engineers estimates of probable construction costs. for each
<br />the wellhead facilities and all pipelines. Well 21 and Well 22, with capacities ot&soo gpm. and
<br />. 1,600 g-pra re-
<br />spectivety, are submersibleturbine pump/ motor assemblies, Installed within vaults, and one wellisequipped
<br />with a bladder -type surge tank, Project Included 7,000 ft. of 24-Inch steel untreated water pipeline, 13,000
<br />feet of 36-Inch steel product water pipeline and 1,700 LF of io4nch HDPF brine concentrate pipeline. The
<br />pipelines requiredJack-and-bores to cross the OCTA Metrolink train tracks, an Orange County Flood Control
<br />District channel, BNSF train tracks, a box Culvert, And Peter's Canyon channel,
<br />Rehabilitation of Oollege Avenue Pump Station, Orange Oounty Sanitation Distriot, Oosta Mesa, OA
<br />Engineer. Provided engineering services to Orange County Sanitation District for rehabilitation of college
<br />Avenue Sewage Pump Station, Provided engineering and construction support services for the rehabilitation
<br />ofthe College Avenue Sewage Pump Station. The design Included replacement ofpumping equipmentivIth new
<br />dry-pit,gubmersIble pumps, structural rehabilitation of the wet -pit and dry -pit, a new ventilation system, a
<br />oew odor control system, a new discharge valve vault for Iiitercoiiiiectiligdtialforcemaiiis, andanew concrete
<br />block buildingfur the electrical equIpmentand controls, The design Included replacement of pumpingequip-
<br />mentwith nowsubmersible.pumps and a new concrete block building to house the new electrical equipment
<br />and controls,
<br />Reconstruction of the Los Alamitos Pump Station and Retarding Basin, Oountyof Orange, OA
<br />Pump Stationrechnicat Advisor, Prepared plans, specifications, and estimates for a new Boo cfq storm
<br />water pump station with natural gas enginedrivea pumps to replace the existing Los Alamitos facility
<br />for the County of Orange, Work Included final design for the pump station facility and retarding basin,
<br />preparation of a value engineering report, final engineering report, hydrology and hydraulic routing, best
<br />management practices for Improving water quality, Inspection and analysis of existing 2,400 lineal fbOt of
<br />54-Inch discharge piping, Phase I and 11 environmental assessments, geotechnical Investigation, CEQA, and
<br />permit processing, and coordination withagencles and homeowner associations, The pump station Includes
<br />fourverfical mixed flow pumps with a design Capacity Of 129 MGD each. Each pump Is driven by a Isoo hp
<br />dual -fuel engine (natural gas and propane). Engine related components Include a compressed air starting
<br />system, primary and secondary Jacket water cooling system. natural gas primary fuel system, and propane
<br />25E-75
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