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<br />Stat:!nent of Qualifications <br /> <br />REPRESENTATIVE EXPERIENCE (Cont.) <br /> <br />· Farmers Branch/Carrollton Flood District, Dallas, Texas (2,800 acres) <br />· Battlement Mesa, Grand Junction, Colorado (3,000 acres) <br />· Highland Shores, Highland Village, Texas (500 acres) <br /> <br />. Project Manager and Project Engineer on Preliminary Engineering Studies for Water, <br />Wastewater, and Drainage Systems for Houston-Area Land Development Pro.iects. <br />Included Fondren Southwest (1,500 acres), Greenbriar North (600 acres), Bear Creek Village <br />( 600 acres), and South Shore Harbour (1 ,500 acres). <br /> <br />· U.S. Army Corps of Engineers, Section's 10 and 4114 Permit AC(luisitions. Project <br />Engineer for drainage, planning, and design pennit acquisition for the following: <br /> <br />· A one-mile-long channel rectification project in Lanana Cre:ek for the City of <br />Nacogdoches, Texas. <br />· A 50-acre, man-made borrow pit adjacent to Clear Lake, Galveston County, Texas <br />for Ideal Cement Company. <br />. Mason Road culvert crossing over 390 feet of South Mayde Creek for Harris County, <br />Texas. <br />· Mitigation areas for U.S. Navy Homeporting project at Ingleside and Galveston, <br />Texas and Mobile, Alabama. <br /> <br />· Drainage Study of Shell Oil Company's Manufacturing Complex, Deer Park, Texas. <br />This plant is one of the largest petrochemical plants in the Houston area. The study involved <br />channel and storm sewer drainage system design. The Environmenltal Protection Agency's <br />Stormwater Management Model (SWMM) computer program was used in the detailed <br />hydrologic modeling involved in this study. <br /> <br />. Williamson Creek Drainage Study, Austin, Texas. TC&B performed a detailed <br />hydrologic and hydraulic analysis of Williamson Creek in the Oak Hill area of Austin. A <br />freeway concept planned for US290 through an area near the Williamson Creek Crossing and <br />for a one-mile reach where the creek parallels this roadway alignment. Modeling was <br />performed using TR-20 and HEC-2 to develop improvements which would minimize impacts <br />to adjacent commercial properties. Probable construction costs wew delivered and a final <br />report was prepared, <br /> <br />· Land Development Tract Adjacent to Loop 360, Austin, Texas, 1996. TC&B supplied <br />engineering services in support of TxDOT and the Texas Attorney General's office for <br />litigation regarding compensation for right-of-way for Loop 360 in the Barton Creek <br />Watershed in southwestern Austin. TC&B performed hydrologic and hydraulic analysis to <br />determine development of the construction of water quality detention ponds to serve roadway <br />expansion project. Alternative improvement plans consisting of additional detention and/or <br />culverts were developed, and probable construction costs were prepared. An extremely short <br />time schedule (30 days) was met. <br /> <br />Turner Collie & Braden Inc. <br />