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PROPO5ALFOR
<br />On -Call Engineering Design 5erviees
<br />Mark Bush, PE
<br />Technical Advisor/QAIQC
<br />Mark has more than 28 years of professional experience in water,
<br />wastewater and recycled water engineering. He has been responsible
<br />for the completion of over 100 miles of potable water, recycled water
<br />and sewer mains, 20 potable water and recycled water pump station
<br />and well projects and 14 potable and recycled water reservoirs,
<br />Mr. Bush is an integral part of the Water/Wastewater Department and
<br />brings leadership, strong work ethic, technical knowledge and
<br />dedication to overall client satisfaction on every project,
<br />EXPERIENCE
<br />PFA5 Treatment Systems
<br />Education
<br />BS, Civil and Environmental
<br />Engineering, University of
<br />California, Irvine, 1997
<br />Registrations
<br />Professional Civil Engineer,
<br />California, No. 60477, 2000
<br />Years of Experience
<br />28
<br />Water Resources Integration Program, Phase 2 Pump Station Improvements, San Antonio Water
<br />System, San Antonio, TX. 2020. QAIQC. Phase 2 project elements included two additional 1,250 hp
<br />vertical turbine pumps installed in existing cans with VFDs at Twin oaks West Pump Station, a booster
<br />pump station with variable frequency drives in addition to hydropneumatic surge tanks, a second
<br />7.5 MG ground storage tank No. 2, and a fourth pump at the PZ 4 Pump Station at Old Pearsall Road
<br />Pump Station, and approximately 3,000 feet of 48-inch water pipeline with a control valve assembly to
<br />transition from production mode to recharge mode on site.
<br />City Trunk Line North Unit 2, Las Angeles Department of Water & Power, Los Angeles, CA. 2018.
<br />QAIQC Manager. Design of the City Trunk Line North Unit 2, which will consist of 12,200 linear feet of
<br />54-inch diameter welded steel pipe. The design includes three bore and jack tunnels and 3,500 linear feet
<br />of slip -lining, where new 54-inch steel pipe will be pushed through an existing 72-inch riveted steel pipeline.
<br />San Jacinto Valley Water Banking Project - Enhanced Recharge and Recovery Program, Phase 1
<br />Well Equipping, Phase 1B Pipelines and Treatment Facilities Final Design, Eastern Municipal
<br />Water District, San Jacinto, CA. 2018 - ongoing. Pipeline Design Lead. Final design for the well
<br />equipping, associated piping and central groundwater treatment plant. The scope of work includes
<br />survey, geotechnical investigation, final plans for civil site, mechanical, process, electrical and
<br />instrumentation components of the treatment and blending facility, final plans for well site work, final
<br />plans for pipeline plan and profile sheets, specifications and cost estimates.
<br />Central Water Integration Pipeline, San Antonio Water System, San Antonio, TX. 2017 - Ongoing.
<br />Technical Reviewer. Pump station improvements included a new 30,0 MG❑ horizontal split case BPS
<br />consisting of four pumps located at the Terminus Treatment Facility and a new 30.0 M G D vertical
<br />turbine pump station consisting of three pumps located at the Bitters Pump Station. The Maltsberger
<br />pump station improvements included the replacement of all electrical facilities including the switchgear,
<br />transformers and ductbanks for six water wells and eight booster pumps. The new electrical pump
<br />switchgear and Maltsberger pump station will be housed in a new electrical building. The integration of
<br />the water at the three existing pump stations will be controlled with sleeve valve flow control assemblies
<br />up to 20 inches allowing for flows up to 45 MGD at each pump station providing for controlled pressure
<br />dissipation without cavitation issues.
<br />La Salina Wastewater Treatment Plant (LSWWTP), City of Oceanside, CA. 2015 - Ongoing.
<br />Technical Design Lead. The LSWWTP was originally constructed in 1948 and has been expanded and
<br />rehabilitated over the years. LSWWTP serves as the connection point for multiple regional discharge
<br />pipelines including treated effluent from Fallbrook, Camp Pendleton, and the San Luis Rey Water
<br />Reclamation Facility (SLRWRF). This project consists of demolishing the LSWWTP and replacing it
<br />with a new 5 MG❑ raw wastewater lift station to convey wastewater from the LSWWTP collection area
<br />to San Luis Rey Water Reclamation Facility. The scope of work also includes the relocation of an
<br />existing 1 M G D UV storm water treatment facility and preliminary design of a new 24-inch HDPE foroe
<br />main that will be used to convey the raw wastewater to the SLRWRF.
<br />TETRA TECH
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