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PROPOSAL POR <br />On -Call Engineering Design Services <br />Douglas Seaman <br />Electrical, I&C <br />PFAS Treatment Systems <br />Education <br />BS, Electrical Engineering, <br />California State University, <br />As a Control Systems Engineer, Doug's responsibilities include the Long Beach, 2012 <br />design and specification of instrumentation systems that monitor, Years of Experience <br />control, and record the various stages of crude oil as it progresses <br />through the refining process. More recently, he has stepped into the 10 <br />role of control system programming and configuration which involves <br />the Honeywell Distributed Control System and its link with various Programmable Logic Controllers, <br />EXPERIENCE <br />PFAS On -Call Contract, Orange County Water District, CA. 2021. Electrical Engineer for IXIGAC <br />treatment for PFOS and PFOA design for 18 affected wells in the main Orange County Basin. Projects <br />included design, estimating of capital and operating costs, coordinating with vessel suppliers, and <br />construction management for the following projects: <br />■ Serrano Water District Well #5 and #9 (In Operation): This project consists of a 3,000 GPM IX <br />System with a bag filter pre-treatment, 3,000 GPM Booster Pump Station and new chemical feed <br />system for disinfection. <br />■ Kimberley Well 1A (In Operation)* Located on a very small site with a single well this facility is <br />designed to produce 3,000 GPM using an IX System with a bag filter pre-treatment and new <br />chemical feed system for disinfection, <br />■ Fullerton Main Plant (Completed Design): The Fullerton Main Plant will treat six onsite wells with a <br />total capacity of 10,100 GPM. PFOS, PFOA and VOCs will be removed using 6 to 12 ft diameter, <br />40,000 lb. GAC vessels that will discharge into an existing forebay then pumped into the distribution <br />system. The remaining wells will be treated with an IX system consisting of 8 vessels and bag filters <br />for pre-treatment, <br />■ Yorba Linda Water District Headquarters Plant (In Operation): This system will treat water from <br />10 wells with a total capacity of 17,400 GPM. An IX System consisting of 11 pairs of Lead/Lag <br />Vessels (22 vessels total), bag filter pre-treatment, Booster Pump Station, and new Onsite <br />Generation System for chlorine disinfection. In order to get the system on the existing site an <br />extensive analysis of the site improvements was completed. <br />Pure Water Oceanside Advanced Water Purification Facility, City of Oceanside, Oceanside, CA. <br />2018 — Ongoing. Instrument and Control Systems Engineer. To counteract the growing reliance on <br />imported water supply while increasing local water supplies, and to meet the City's long-term goal of <br />50 % water independence by 2030, the City of Oceanside has selected a team led by Tetra Tech to <br />design a new Advanced Water Purification Facility (AWPF). The newly proposed AWPF will provide <br />highly treated water supply with the specific purpose to recharge the Mission Groundwater Basin in the <br />upper San Luis Rey recycled water service area through indirect potable reuse as a component of an <br />overall project titled Pure Water Oceanside. The AWPF will be built on an existing former recycled <br />water storage pond at the San Luis Rey Water Reclamation Facility. The AWPF process will be <br />designed as a multi -barrier treatment process including microfiltration, reverse osmosis, and ultraviolet <br />advanced oxidation process. In addition to these three main unit treatment processes, the AWPF will <br />include chemical storage and feed equipment for conditioning, stabilizing and membrane cleaning. <br />Influent flow storage, flow diversion, and associated pumping will also be included in the facilities <br />design. <br />Well No. 32 Rehabilitation, City of Santa Ana, CA. 2017 - Present. Electrical Engineer. The project <br />involved the preparation of a Preliminary Design Report and plans/specifications for the rehabilitation of <br />the well facility. The underground well would be scraped, cleaned and modified to be within an above <br />ground CMU block control building (housing mechanical and electrical rooms). The design also <br />included a separate an -site generation sodium hypochlorite building, 3,500 feet of 12-inch discharge <br />pipe to John Garthe Reservoir and modification at the reservoir to connect to the on -site piping. <br />TETRA TECH <br />