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CONTACT INFO VICTOR ALANIZ, PE victor.alaniz@nv5.com Mechanical Engineer EXPERIENCE.............................................................................................................................................................................. 29 years Mr. Alaniz has more than 29 years of experience in a wide variety of water EDUCATION facilities planning and design projects. He has served as project manager M.S. Civil Engineering on a variety of projects throughout California and has significant experience providing master -planning services for individual projects and complete city/ B.S. Civil Engineering district water distribution systems. LICENSES/ CERTIFICATES Project Experience ProfessionalEngineer ..................................................................................................................................................................................... (CA) No. C57825 Castle AFB Sewer Interceptor AFFILIATIONS ATWATER, CA American Water Works Design Engineer. Mr. Alaniz was responsible for the preparation of PS&E Association documents for approximately five miles of 24- to 33-inch sewer interceptor to connect Castle Air Force Base to the City of Atwater. The alignment Cal -Nevada Water Works included UPRR and SR 99 crossings which required specific coordination Association with individual agencies. Trenchless alternatives (bore and jack), separate Sacramento Area Water from traditional open -cut trench excavation, were employed in this project. Works Association Responsibilities included pipeline inspections, response to RFIs, preparation of North Bay Engineers change order documents, and verifications of as -built drawings. Club Non -Potable Water Distribution System, Phase III (CIP 592-59170) AVAILABILITY BRENTWOOD, CA 40% Project Manager. Mr. Alaniz was responsible for for approximately 7,540 LF of 12-inch, non -potable (reclaimed) water main and 1,210 LF of 20-inch water transmission main through urbanized area and city streets of Brentwood. The design includes open trench installation, horizontal directional drilling installations, and bore and jack construction. An extensive utility coordination was undertaken during this project with utilities from PG&E, Contra Costa Water District, and East Bay Municipal Utility District. Project also included approximately 1100 LF of 8-inch non -potable (reclaimed) water main through Miwok Park. Fusible PVC pipe and directional drilling techniques were used in various segments of the project to reduce pavement trench construction and traffic impacts. Brown Street Lift Station VACAVILLE, CA Project Manager. Mr. Alaniz prepared plans, specifications and cost estimates for complete replacement of a 1.3-mgd sewer lift station to replace and update an existing facility. The new pumping station included a dual wet well to allow isolation for maintenance/repair, VFDs to optimize pump performance over a wide range of flows, biofilter odor control system, electrical building, force main, site improvements and landscaping. The design was complicated by aesthetic/public safety requirements, as the site was adjacent to a public school. Rerouting of influent sewers necessitated a detailed construction sequencing plan. The project includes a new gravity sewer, force main, a V 5 28-foot-deep wet well with two compartments and complete redundancy of duty and standby pumps. The control building is a CMU block building designed to fully enclose all electrical and SCADA panels, the diesel -fueled generator, refrigerated sampler, and blowers for the biofilter (odor control).