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<br />~. <br />. <br />i <br />. <br />I <br />I <br />I <br />I <br />1 <br />I <br />1 <br />I <br />I <br />J <br />I <br />I <br />J <br />) <br />I <br />1 <br />J <br />J <br />I <br /> <br />.~ <br />~ <br /> <br />CilyofS3~taAna <br />200SUrb3nW~',erC':aClag~nlent <br />PI~n U"da:e <br /> <br />John Tlhorrnton. PE <br />Principal-in-Charge <br /> <br />Education <br />MS/ I 978/Civil and Environmental <br />Engineering/California State <br />University, Long Beach <br />BSf (969/Civil Engineerir:gfCalifornia <br />State Polytechnic University, Pomona <br /> <br />Registration <br />1 974/Civi\ Eng"neerlCA #2425 j <br />I 976/Agricultural Engineer/CA # 145 <br />I 982/Civil Engineer/NV #6160 <br />I 98b/Civil Engineer/ID #5379 <br />Civil Engineer/AZ #29954 <br /> <br />Affiliations <br /> <br />Water Environment Federation <br />American WaterWorks Association <br /> <br />Orange County Water Association <br />Water Reuse <br /> <br />Association of Ground Water <br />Agencies - Groundwater Guardian <br /> <br />Experience <br />With Psomas for nine years: with <br />other firms for 27 years <br /> <br />Mr. Thornton has over 35 years of experience in the development and <br />management of water resource projects ranging in scope and magnitude. He has <br />been in responsible charge of the preparation of feasibility studies and facilities <br />master plans; preliminary and final dcsign documents (constmction drawings, <br />specifications, and cost cstimates); and constmction supervision of canals, <br />pipelines, wells, pump stations, reservoirs, reclaimed water use systems, and <br />agricultural crop and landscaping irrigation facilities. <br /> <br />Relevant Project Experience <br /> <br />City of Bellflower, Water Master Plan, CA: Project Manager for the <br />development of overall water master plan for the City. With a population <br />of approximately 64,000 people, it is served by six watcr companies. <br />A comprehensive hydraulic computer model was developed combining <br />all six systems. Thc adequacy of each system was evaluated along with <br />recommcndations for combining the systems. Recommendations were provided <br />regarding the facilities and financing altcrnativcs. <br /> <br />City of Simi Valley, Hydraulic Computer Model, CA: Project Manager <br />for the dcvelopment of a hydraulic computer model for the system, serving <br />approximately 12,000 customers through 125 miles of pipelinc with scven <br />pressurc zoncs. The project consisted of preparing a hydraulic computer model <br />using Cybernct calibrating and ficld testing the model. <br /> <br />Cadiz/Fenner Conjuntive Use and Storage Program, San Bernardino <br />County, CA: Project Manager for the development of preliminary engineering <br />and economic analysis for a conjunctive use, water storage and transfcr program <br />located in Cadiz and Fenner Valleys of San Bernardino County. The Corc <br />Program could provide a dry-year water supply to the Metropolitan Water District <br />of Southern California of up to 100,000-acre fcet per year. The program concept <br />is to convey Colorado River water from the Colorado River Aqueduct (CRA) to <br />the Cadiz/Fenner area during periods of excess supply. The imported water would <br />be stored in the local groundwater aquifer system. This water and indigenous <br />groundwatcr would be extracted by wells and returned to the CRA during periods <br />of drought. <br /> <br />San Juan Basin Groundwater Management Plan, CA: District Engineer and <br />Project Manager for the San Juan Basin Authority in developing a groundwater <br />management plan. The goal of the Plan was to develop a groundwater management <br />plan maximizing the use of the Basin's storage capacity in conjunction with <br />artificial and natural recharge. A mathematical model of the groundwater basin <br />was developed incorporation basin hydraulics as well as water quality. Various <br />groundwater management scenarios were simulated. Water production facilities <br />were identified including 16 wells and an 8-MGD desalting plant. A detailed <br />financial and economic analysis was mack for the project, \\hich included capital <br />operation and maintenance and lifecycle cost of the desalter and other facilities. <br /> <br />PSOMAS <br /> <br />Key Staff) Resumes <br />