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<br />TETRATECH Victor M. Ramirez, RE., S.E.
<br />Structural Engineer / Project Manager
<br />Mr. Ramirez has almost 40 years of structural engineering design experience with
<br />special emphasis in the design of water storage/water containment and water
<br />conveyance related structures, including reservoirs, water/wastewater treatment plants,
<br />booster pump stations, flow control facilities, pressure reducing stations and pipelines.
<br />His experience also includes the design of a wide variety of other types of structures,
<br />including buildings, bridges and storm drainage related structures. He is thoroughly
<br />knowledgeable in all types of construction, including reinforced concrete, masonry,
<br />structural steel, and timber.
<br />EXPERIENCE
<br />Hunting Horn Reservoir Evaluation, Golden State Water Company, North
<br />Tustin, CA — 2019 QA/QC Manager for the structural and seismic evaluation and
<br />study of Hunting Horn Reservoir, a partially buried, cylindrical, reinforced concrete
<br />tank with a wood framed roof. It has a capacity of 0.44 MG and is about 72 feet in
<br />diameter by 16 feet deep. It has a flat concrete floor, concrete masonry walls and a
<br />wood framed roof. (200-48673-19002)
<br />Condition Assessment and Seismic Evaluation of Alessandro and Sugarloaf
<br />Reservoir, City of Riverside, CA - 2019 Project Manager responsible for the
<br />Engineering Evaluation and Inspection Services to perform a baseline condition
<br />assessment and seismic evaluation for two existing pre -stressed concrete reservoirs:
<br />Alessandro Reservoir, 2.0 MOD, 130' x 20' constructed in 1961 and Sugarloaf
<br />Reservoir, 5.0 MGD, 160' x 33' constructed in 1962.
<br />Glenrose Reservoir Rehabilitation, Lincoln Avenue Water Company, Alta Dena,
<br />CA 2019 - Project Manager responsible for the Design, Plan Specifications and
<br />assistance with Construction Administration for the North Glenrose Reservoir Support
<br />ColumnandRoof Rehabilitation Project. The Glenrose reservoir is a 1.8 million
<br />gallon concrete, potable storage below grade structure with an area of approximately
<br />19,500 square feet. It is a hopper bottom concrete reservoir with steel columns, wood
<br />framed gable walls, wood roof framing and corrugated galvanized steel roof decking.
<br />Lower Acacia Reservoir (1-D) Structural Rehabilitation, Design Phase Services
<br />and Construction Management, City of Fullerton, CA 2017-2019 — QA/QC
<br />Manager responsible for the review of Design Phase, Bid Phase and Construction
<br />Support Services for the improvements to the Lower Acacia Reservoir, a 4MG
<br />rectangular concrete tank predominately buried constructed in 1964. (200-09287- I8001)
<br />Project Role:
<br />QA/QC Manager
<br />Education:
<br />B.S., Civil Engineering,
<br />California State University,
<br />Los Angeles, 1995
<br />Reg istrations/Certifications:
<br />Registered Structural Engineer,
<br />California, No. 4720, 2004
<br />Nevada, No. 24180, 2016
<br />Texas, No. 127770
<br />Colorado, No. 55661
<br />Registered Civil Engineer
<br />California, No. 56863, 1997
<br />Washington, No. 54086, 2016
<br />Professional Affiliations:
<br />Structural Engineers Association
<br />of Southern California
<br />American Institute of Steel
<br />Construction
<br />Field Safety Certifications
<br />Conined Space
<br />Fall Protection (Ladders,
<br />Scaffolding, Aerial Lifts)
<br />3/2018
<br />Office Location:
<br />San Dimas, CA
<br />Total Years of Experience:
<br />(1981) 39
<br />Years with Tetra Tech:
<br />(1981) 39
<br />Park Lane Reservoir Value Engineering, Montecito Water District, Montecito, CA 2017 — Project Manager
<br />responsible for preparing the Value Engineering Report for the replacement of the Park Lane Reservoir. Tetra Tech
<br />prepared the 2015 Structural and Seismic Evaluation of District Reservoirs. This report contains descriptions of two
<br />replacement options for the Park Lane Reservoir. The District is specifically interested in a more detailed review of the
<br />option in which the reservoir structure is replaced in -kind, using the existing reservoir walls as part of the formwork for the
<br />new concrete walls. The District requested a more refined conceptual design and value engineering which would lead to a
<br />constructability plan and cost estimate that is more accurate than the one in the previous report prepared by Tetra Tech.
<br />Sierra Madre Reservoir Rehabilitation, Glendora, CA 2016 — Responsible for the preparation of a seismic evaluation of
<br />an existing 4 MG potable water storage tank. This concrete structure was originally constructed in 1964-65. The tank
<br />structure consists of a prestressed circular concrete wall shell, concrete columns and a concrete roof. The purpose of the
<br />evaluation was to determine the improvements needed in order for the reservoir to meet current Code (AW WA D110-13)
<br />seismic design, and to determine the extent of the sagging and cracking at the existingroof deck. Safety and reservoir
<br />appurtenances were evaluated for OSHA compliance (ladders and hatches) and security (hatches and vents). Conceptual
<br />designs and costs for the recommended improvements were provided in a preliminary design report.
<br />Structural Analysis of the Mira Flores No. 1 Reservoir, Golden State Water Company, Santa Maria, CA 2016 —
<br />Project Manager and Structural Engineer to provided professional engineering services for their 0.3 MG tank. The Mira
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