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<br />] <br />:I <br />:I <br />:J <br />~ <br />:! <br />] <br />J <br />J <br /> <br /> <br />Proposal <br />Comprehensive Water Distribution System Audit <br /> <br />~ <br /> <br />~ <br />.. <br /> <br />, <br />. <br /> <br />area which has a moratorium imposed by the State <br />Engineer); and to provide most cost effective infrastructure <br />for the transportation distribution and storage of this water <br />to lands that do not have water. East Canyon Waterline is <br />part of these services. Providing engineering services for <br />design and construction management of 72,000 feet of <br />30-inch diameter ductile iron high pressure (in excess of <br />465 psi) waterline. <br /> <br />A Booster Station and Intake Structure were also part of the <br />project. Providing engineering services for design and <br />construction management for 6.5 mgd pump station and <br />intake structure, expandable to 22 mgd, to pump water <br />more than 1,100 feet vertically from East Canyon Reservoir <br />to Snyderville Basin. <br /> <br />Microfiltration Water Treatment Plant. Providing engineering <br />services for design and construction of 22 million gallons <br />per day water treatment plant. The first phase being 6.5 <br />million gallons per day. <br /> <br />Dallas Water Utilities <br />Eastern System <br />Drought <br />Implementation Plan <br />Dallas, Texas <br />The project included the expansion ofthe existing 230 MGD <br />raw water pump station to a firm capacity of 31 0 MGD, and <br />the design and construction of the 241 MGD Lake Fork <br />Pump Station and lOB-inch raw water transmission main. <br /> <br />The drought conditions implementation plan developed <br />population forecasts and per capita demands to determine <br />total system demands through 2050. These demands were <br />compared with demands developed by regression- <br />extrapolation analysis in order to determine the final <br />demands used for planning. Cost estimates were prepared <br />to connect Lake Fork into the DWU system including the <br />Lake Fork pump station and transmission line. <br /> <br />Additionally, six long range water supply alternatives were <br />evaluated for connecting Lake Palestine, George Parkhouse <br /> <br />Carter ::Burgess <br /> <br />No.2, and Marvin C. Nichols NO.1 to the Dallas system. <br />Planning level construction cost estimates and O&M cost <br />estimates were developed for each of the six alternatives. <br />The total system costs were in the range of $750 million, <br />and included new pump stations, a new surface water <br />treatment plant, and over 100 miles of large-diameter' <br />transmission lines. <br /> <br />Total improvements for the pump station ore estimated to <br />be $14 million in three construction contracts. Four new <br />68 MGD pumping units and 4,500 HP motors will be <br />installed, along with discharge and header piping. The <br />instrumentation and controls at the facility are being <br />upgraded because the facility will be remotely operated <br />from the East Side Water Treatment Plant after the installation <br />of a new SCADA system. <br /> <br />Iron Bridge Pump <br />Station Renovation & <br />Upgrades <br />Dallas, Texas <br />The Iron Bridge Pump Station, originally constructed in <br />1964 on Tawakoni Lake, has an existing capacity of <br />approximately 220 MGD. It is a significant component in <br />the City of Dallas' raw water supply system, possessing nearly <br />one thi rd of the City's raw water pumping capacity. Corter <br />& Burgess is providing renovations and upgrades to increase <br />pumping capacity to 31 0 MGD, improve system reliability, <br />extend the life ofthe facility for another 30 years and provide <br />the capability of a totally remotely operated station through <br />the use of a SCADA system. <br /> <br />The initial phase of the project involved preparation of a <br />design report that included condition assessments and <br />upgrade recommendations for all structural, civil, <br />mechanical, electrical and architectural components ofthe <br />pump station. Key recommendations included re- <br />configuration of four existing 40-MGD pumping units, <br />installation offour new 65-MGD pumping units, replacing <br />piping and valves, intake screens, sluice gates and all <br />electrical, instrumentation and controls. This phase also <br />included providing internal inspections and surge analysis <br /> <br />to <br /> <br />. <br />