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NEIL HARIaER, PE—CONI'INUED
<br />within the percolation basins and pumping forebay, a high spot in the pump station discharging piping was
<br />required to fadliate proper operation of the pump station under the full range of operating condictions,
<br />San Jacinto Valley Enhanced Recharge & Recovery Program, Eastern Municipal Water Department,
<br />San Jacinto, California, Lead engineer responsible for the prelimnary design of a treatment facility for
<br />Iron and manganese removal, blending, disinfection, and storage of extracted groundwater, The
<br />centralized treatment facility was designed to process up to 16,300 -glom from the proposed eleven
<br />groundwater extraction wells constructed across three phases. The design includes chemical oxidation of
<br />the iron and managenes for removal by medla filtration, Treatment system also Inlcudes the application of
<br />a blending strategy to mix high quality water (low iron and manganese concentration) with poor quality
<br />water (high iron and manganese concentrations).
<br />LLWRF Recycled Water Reservoir and Percolation Basins, Lee Lalce Water District, Corona,
<br />Riverside County, California. Project Manager for design of the 2 -MG recycled water reservoir with
<br />liner and floating cover, relocated 1,600-gpm booster pump station, 10 -ft diameter clearwell, 2 percolation
<br />basins totaling 2.5 -acres in surface area. Project also includes multiple 12 -inch and 18 -Inch pipelines to
<br />fill/drain reservoir and fill the percolation basins, and perimeter and basin maintenance access roads.
<br />Placentia and Raymond Basins Feasibility Study, Orange County Water District, Anaheim,
<br />California, Project Engineer for preliminary pump station design that included preparation of system
<br />head curves (full and empty basin condition) for each basin, pump selection, preparing construction cost
<br />est mates, sizing electric service, preparing preliminary submersible pump station configurations (including
<br />detailed sump layouts with piping/vaSve configurations), preparing preliminary site plans, and composing
<br />pertinent sections of the feasibility study.
<br />Upgrades to Mangular Blend. Station, City of Corona, Riverside County, California, Project Manager
<br />for design of nitrate blend station facility, which included a 2,000-gpm, 125 -hp vertical turbine purnp in
<br />vault flow metering fadlities, facility piping (12 to 24 inch), nitrate blending facilities, nitrate sampling and
<br />analyzers, flow control and pressure -reducing valve vault, electrical service, motor control center, non-
<br />automatic transfer switch, PLC/SCADA system, radio telemetry, and miscellaneous site upgrades,
<br />Perimeter Booster Pump Station Upgrades, San Bernardino Municipal Water Department, City of
<br />San Bernardino, San Bernardino County, California. Project Manager for preliminary and final design
<br />of a 100 -hp vertical turbine pump, discharge piping and valving, 100 -hp solid state soft starter, 250 -kW
<br />generator set, and a 600A automatic transfer switch. The 100 -hp pump was required to pump to the
<br />Interim and future hydraullc grades which differed by approxlmtely 25 -ft and hydraulic calculations had to
<br />be prepared to determine the impacts to the (2) existing pumps for both of the hydraulic scenarios. The
<br />project also required enlarging the pump station enclosure to accommodate the generator and consisted
<br />of additional concrete black wall, relocating a 10 -ft gate and asphalt paving.
<br />Camino Real Booster Pump Station, City of Arcadia, Los Angeles County, California. Project
<br />Engineer for design of a 4,700 -glom booster pump station comprised of a (3) 2,350-gpm 125 -hp vertical
<br />turbine pumps (2 duty and 1 standby) in a CMU block wall building. Other facilities included a MCC,
<br />overhead monorail crane, surge anticipator valve, standby generator set, SCADA/Telemetry, 600A electric
<br />service, and a flow metering vault, Site improvements consisted of approximately 500-3f of 18 and 24 -inch
<br />yard piping and site grading/paving. Site demolition included demolition of an existing well.
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