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Steven Owns; PE
<br />15,000 acre-ft per year, over 16 miles of12-Inch to 48-inch diameter pipe, a 2,65 MG welded steel reservoir, a
<br />flow control,and recharge facility with 40,000 gpin capacity and up to285 psipressure drop, a pump station
<br />sized for 2s,000 gpm with pumps.lnstalled, to provide ts,oao gpm,and four turnout flow control facilities for
<br />delivering the water to member agencies,
<br />BelifipwerHigh Capacity Well, Oity ofBeliflower, 8911flower, OA
<br />Project Manager. Preparedapreliminarydesignreportandprovidedfinalengineeringdesignandconstrue-
<br />tion management and Inspection services for the well drilling and equipping of the city's new high -capacity
<br />groundwater well. The well Is designed to produce 3,500 gallons per minute of high -quality groundwater to
<br />replace alarge portion of the city's water supplies. Electrical design services included amotor control center,
<br />a variable -frequency drive.for the well pump, Interior and exterior lighting, an automatic transfer switch; and
<br />an emergency dlesel-ftclad generator. Control design included preparation of process and instrumentation
<br />diagrams and specification of control components to provide consistency with control components installed
<br />In existing city facilities. Provided engineering support duringtesthigand start -tip of the well.
<br />Wells 21 and 22 Wellhead Facilities and Pipelines, Irvine Ranch Water Dlatrlot, Tustin, CIA
<br />Task Manager. Task manager responsibleforthe design of the wellbead facilities untreated water pipeline.
<br />Dellverables Included 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 of woo gpm and 1,600 gpm re-
<br />spectively, are submersible turbine pump / motor assemblies, installed within vaulty, and one well Is equipped
<br />with a bladder -type surge tank, Project included 7,000 ft. of 24: inch steel untreated water pipeline, ls,000
<br />feet of 36-Inch steel product water pipeline and 1,700 LF of 10-inch HDPE brine concentrate pipeline. The
<br />Pipelines requiredjack-and-bores to cross the OCTA Metrollnk tralntracks, an Orange County Flood Control
<br />District channel, BNSF train tracks, a box culvert, And Peter's Canyon Channel,
<br />Rehabilitation of Oollose Avenue Pump Station, Orange County Sanitation District, O.osta 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 />of the College Avenue Sewage Pump Station. The design included replacement ofpumpingequipment with new
<br />dry -pit submersible pumps, structural rehabilitation of the wet -pit and dry-plt, a new ventilation system, a
<br />new odor control system, anew dischargevalve vaultfor tntercomiecting dualforce mains, and a new concrete
<br />block building for the electrical equipment and controls, The design Included replacement of pumping equip-
<br />mentwith new submersible 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, County of Orange, CA
<br />Pump Station Technical Advisor, Prepared plans, specifications, and estimates for a new Boo cfs storm
<br />water pump station with natural gas engine driven 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 analysts of existing 2,400 lineal foot of
<br />54-inch discharge piping, Phase I and II environmental assessments, geotechnical Investigation, CEQA, and.
<br />permit processing, and coordination with agencies and homeowner associations. The pump station includes
<br />fourvertical mixed flow pumps with a design capacity of 129 MGD cacti. 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 iacket water cooling system, natural gas primary fuel system, and propane
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