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<br />OOH33 <br /> <br />1 <br />~I <br /> <br />* Sanderson Gulch Final'Design for Urban Drainage and Flood Control <br />District, City of Denver and City of Lakewood, a $5 million con- <br />struction project. <br />* Goldsmith Gulch Major Drainageway Planning Contract for Urban Drain- <br />age and Flood Control District, City of Denver, Greenwood Village <br />, and Ara pahoe ,County. <br />* Van Bibber Creek Major Drainageway Planning Contract for Urban Drain- <br />age and Flood Control District, City of Arvada and Jefferson County. <br />* Slaughterhouse Gulch Major Drainageway Planning for City of Little- <br />ton, CD. <br />* Toll Gate Creek Major Drainageway Planning for City of Aurora, CO. <br />* Weir Gulch Final Design of Drainageway Improvements for the Urban <br />Drainage and Flood Control District, City of Denver and City of <br />Lakewood - $7.2 million drainage improvement project. <br />* South Platte River Development, South Project, City and County of <br />Denver, Platte River Development Committee (PRDC) - Approximately <br />two-mil e river improvement project. <br />* Beaver Creek flood plain study of Brush, Colorado study with <br />Colorado Water Conservation Board and City of Brush, to evaluate <br />extent of potential flooding and need for possible flood control <br />improvements. <br />* Comprehensive Drainage Plan Amendment for City of Broomfield, CO. <br />* ' First Street Design, Moffat County, CO. - 1.5 miles of County road <br />design. <br />* Craig Area Comprehensive Drainage Plan for City of Craig, CO. - a <br />study to recommend needed drainage improvements and project prior- <br />ities to the community. <br />* Beaver Creek Ski Area for Vail Associates, Inc. - the design of 3.5 <br />miles of the main access road, including bridge and culvert designs. <br /> <br />. <br /> <br />, <br />., <br /> <br />1971 - rOLTZ, KING, DUVALL, ANDERSON, INC. <br />Consulting Engineers (St. Paul, MN.) <br /> <br />Employed as a hydraulic design engineer and completed a study and re- <br />port on the water system expansion needs for a 25,000 population community. <br />Also made recommendations on the hydraulic design of the bifurcation of <br />interceptor sewer inflows to eight bar screens, ,at the Minneapolis/St. <br />Paul metro sewer plant. <br /> <br />~I <br /> <br />,~ I <br />' ~ <br />O"'j <br /> <br />1969 to 1971 - U.S. ARMY COLD REGIONS RESEARCH AND ENGINEERING LABORATORY <br />(Hanover, NH.) <br /> <br />-~ <br /> <br />Assignments here were completed as a part of my military service ob- <br />ligation and included the completion of laboratory studies of pressure- <br />volume relationships of certain rock types from the Panama Canal Zone; <br />assisting in the development of expedient road designs for military <br />applications in cold regions, including test section field construction <br />in Alaska and laboratory measurements of test section materials. <br /> <br />1968 to 1969 - LOCKWPOD, ANDREWS & NEWNAM, INC. <br />(Houst1in, TX.) Consulting Engineers <br /> <br />-~ <br /> <br />----,~ --- <br /> <br />As a hydraulic engineer, responsibilities included completing and <br />overseeing the civil and hydraulic analysis and design of the following <br /> <br />-<- <br />