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<br />m <br /> <br />[., ') II .." <br />. oJ ) , <br /> <br />Steven D. Leslie, P.E., C.C.S. <br />Project Engineer <br /> <br />Education: <br /> <br />Bachelor of Science in Civil Engineering <br />Colorado State University <br /> <br />Registration: <br /> <br />Professional Engineer <br />Colorado <br />Certified Construction Specifier <br /> <br />Gronning Engineering Company: <br /> <br />Mr. Leslie designs projects such as wells, water distribution and transrnission facilities, sanitary sewer <br />collection systems, storm drainage systems, canals and associated structures, and small dams. He <br />develops contract documents, prepares technical specifications and drawings, and completes quantity <br />takeoffs and construction cost estimates. He utilizes computer prograrns to develop rainfall-runoff <br />quantities, flood plain limits, and water distribution system models. He conducts field inspection and <br />construction obselVation services including soil and concrete resting. <br /> <br />Prior to joining GEC, Mr. Leslie was a design engineer active in the design and implementation of <br />municipal water projects in Colorado, Utah, and Wyoming. His responsibilities included: design, <br />quantity takeoffs, cost estimates, preparation of plans and specifications, report writing, construction <br />administration, and project inspection. Working knowledge of various computer programs including <br />the Kentucky water system model. CLM/COGO, and Autocad. <br /> <br />He was water supply engineer for U.S. Peace Corps., UNICEF and the Government of Nepal, active in <br />all phases of the Community Drinking Water and Sanitation program in Nepal, including survey, <br />design, project management, and program development. <br /> <br />Representative Projects: <br /> <br />SLUICE #3 IMPROVEMENT STUDY, CO -- Assisted in hydraulic study to increase sediment transport <br />capabilities of a sluice channel to remove sediment from a major canal. Analysis required development <br />of tractive force equations and sizing of rock-lined chann~l. Estimated construction cost is $169,000. <br /> <br />TOWAOC CANAL REACH 3 AND LATERALS, DOLORES PROJECT, CO -- Designed cross drainage <br />structure and road crossings. Cross drainage convey several hundred cubic feet per second in concrete <br />pipe lip to 72 inches in diameter. Prepared topographic maps using DCA and CADD software and <br />performed all hydraulic calculations. <br /> <br />COTIONWOOD/TIMBERLAKES DETENTION POND, CO -- Designed modifications to pond to reduce <br />safety hazard. Enlarged spillway to provide greater capacity during 100 year event to prevent damage <br />to adjacent buildings. Designed improvements to upstream channel and for an outlet to drain the <br />pond in the winter. <br />