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Mark Bush, PE Education:
<br />QA/QC
<br />Mr. Bush has more than 27 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 />Michigan and Harrison Road Sanitary Sewer Improvements, City of
<br />East Lansing, MI.2018 - Present. QA/QC. Reviewed plans and
<br />specifications for critical sanitary sewer infrastructure upgrades that
<br />included the construction of a new inverted siphon river crossing, new
<br />conveyance piping ranging in diameter from 8 to 54 inches, two new
<br />combined sewer regulator structures, as well as the modification of
<br />several control structures, new storm sewers, and rehabilitation of
<br />24-inch sanitary sewers within the limits of Michigan State University
<br />campus.
<br />BS, Civil and Environmental
<br />Engineering, University of
<br />California, Irvine, 1997
<br />Q Registrations/Certifications:
<br />Registered Civil Engineer,
<br />California, No. 60477, 2000
<br />Professional Affiliations:
<br />American Society of Civil
<br />Engineers
<br />American Water Works
<br />Association
<br />Orange County Water
<br />Association
<br />Office Location:
<br />Irvine, CA
<br />Years of Experience:
<br />27
<br />Years with Tetra Tech:
<br />27
<br />Mid -Basin Injection: Centennial Park Design Services, Orange County Water District, Fountain
<br />Valley, CA. 2015 - Ongoing. QA/QC. Responsible for the QA/QC of the design of four injection wells to
<br />be located within Centennial Park in the city of Santa Ana for Orange County Water District. In addition to
<br />the engineering services for the four injection wells, the project includes the design of the supply pipeline,
<br />backflush pipeline, bridge crossing, two shared facility sites, a monitoring well site, site improvements,
<br />and paving of park access roads and parking lots.
<br />Central Water Integration Project, San Antonio Water System, San Antonio, TX. 2018. Pipeline
<br />Design Lead. Project consists of treatment facilities, conveyance pipelines, and improvements to existing
<br />pump stations and distribution facilities to integrate a new 48.0 MGD potable water supply source into the
<br />utility's potable water distribution system. The supply source for this project consisted of a $900 million P3
<br />water supply project that will import groundwater from a wellfield that is 140 miles from the City of San
<br />Antonio.
<br />City Trunk Line North Unit 2, Los Angeles Department of Water & Power, Los Angeles, CA. 2018.
<br />QA/QC 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
<br />pipeline.
<br />New Santiago Booster Pump Station, City of Orange, CA. 2012. Project Manager. Oversaw the
<br />preparation of plans and specifications for a potable water pump station. Project included the installation
<br />of three vertical turbine pumps, two surge tanks, drop facility and a standby diesel generator.
<br />Pier F Sewer Repair, Port of Long Beach, Long Beach, CA. 2010. Project Engineer for the evaluation
<br />of a damaged existing 8-inch and 18-inch sewer that resulted in the formation of a sinkhole within Pier F
<br />Avenue, located within the Port of Long Beach. The project included CCTV of the damaged pipe, bypass
<br />pumping of sewer flows and cleaning of the pipes in order to assess the damage. After the evaluation,
<br />repair options were evaluated including open cut and trenchless technologies. Repair options had to
<br />include mitigation of the high groundwater within the Port due to tidal influence. Cut and cover,
<br />microtunneling and rehabilitation of the damaged pipe utilizing pipe bursting, spiral wound sliplining, and
<br />sliplining methodologies were evaluated. Traditional cut and cover was the recommended repair option.
<br />TETRA TECH
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