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CONTACT INFO <br />NONA ESPINOSA, PE <br />nona.espinosa@nv5.com <br />Hydrology/Hydraulic Studies <br />EXPERIENCE................................................................................................................................................................................ <br />23 years <br />Ms. Espinosa has more than 23 years of experience as a design engineer <br />EDUCATION <br />in numerous water resource projects. She has performed hydrology and <br />B.S. Civil Engineering <br />hydraulic analysis of storm systems as well as hydraulic calculations to <br />LICENSES/ <br />determine pipe size, flow demands, capacities, and other pertinent data for <br />CERTIFICATES <br />sanitary sewer and water systems. Her designs include erosion control sites, <br />Civil Engineer (CA) <br />hydraulic structures, sanitary sewer systems, water systems, pump stations, <br />No. C-60547 <br />wastewater and drainage systems, and a snow -making system. <br />Erosion Control <br />Project Experience <br />Compliancewith NPDES <br />.............................................................................................................................................................................. <br />Phase II <br />Erosion Control <br />Citywide Storm Drainage Master Plan Study <br />Compliance and Rolled <br />CITY OF MOUNTAIN VIEW I MOUNTAIN VIEW, CA <br />Erosion Control Pro <br />Ms. Espinosa provided technical analysis for the hydrologic and hydraulic <br />analysis of all pipes 24-inch and larger within Mountain View. After creating <br />AFFILIATIONS <br />drainage boundaries based upon aerial topography and the piped collection <br />APWA <br />system, she used Haestad Methods' (now Bentley) StormCAD for the <br />AVAILABILITY <br />evaluation of the City's storm drainage systems. The report included <br />40% <br />discussion of the piped system, pump stations and creek improvements. <br />Drainage System <br />CITY OF SACRAMENTO I SACRAMENTO, CA <br />Ms. Espinosa designed a drainage system for Power Inn Grade Separation <br />Project. She performed the hydrology and hydraulic analysis and prepared the <br />drainage report. She analyzed the existing condition of the storm sewer system <br />and the proposed system using StormCad software. The computer analysis <br />determined alignments and pipe sizes. She performed the inlet calculation and <br />designed and prepared construction plans storm sewer system. <br />Stanford University Storm Drainage Overland Flow Master Plan <br />STANFORD UNIVERSITY I PALO ALTO, CA <br />Ms. Espinosa performed the hydrology and hydraulic analysis for Stanford <br />University and prepared the drainage report. Analyzed overland release <br />conditions for the eastside and westside of the campus of an area roughly <br />1,606 acres. The study included detention master plan, open channel design, <br />storm drain pipeline assessment, detention basin design and alternative <br />analysis. Identified drainage areas and performed drainage calculations <br />using HECRAS, StormCad, Flow Master, and Culvert Master. Performed field <br />investigation of the site. Developed a prioritized list of improvement projects. <br />Canyon Road Bridge Replacement Project <br />CITY OF MORAGA I MORAGA, CA <br />Ms. Espinosa performed hydrologic/hydraulic engineering services for a bridge <br />replacement project. Prepared technical memorandum of the hydrologic and <br />hydraulic assessment for the Canyon Road West Branch San Leandro Creek <br />(Moraga Creek) (Bridge No. 28COl37) under the existing conditions. She <br />presented the hydraulic analysis and any unusual aspects of the design that <br />require special attention and clarify the procedures, methodology, and criteria <br />used in the analysis. <br />