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2002-081-RES ACCEPT PROPOSAL OF FREESE & NICHOLS FOR PROFESSIONAL ENGINEERING SERVICES FOR PRODUCTION STUDY OF WATER TREATMENT OF COP
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2002-081-RES ACCEPT PROPOSAL OF FREESE & NICHOLS FOR PROFESSIONAL ENGINEERING SERVICES FOR PRODUCTION STUDY OF WATER TREATMENT OF COP
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8/18/2006 4:28:43 PM
Creation date
6/4/2002 9:02:22 PM
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CITY CLERK
Doc Name
2002
Doc Type
Resolution
CITY CLERK - Date
5/13/2002
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<br />Production <br /> <br />Plant <br /> <br /> <br />Water <br /> <br />_____-=-__.:::.:.. 7 ~_~ <br /> <br /> <br /> <br />WATER TREATMENT PLANT EXPANSION DESIGN <br /> <br />CIlY OF CLEBURNE <br /> <br />Freese and Nichols designed a <br />5.0 mgd expansion to the <br />Cleburne Water Treatment <br />Plant. The design consists of <br />adding a third treatment train, <br />which included a flocculation <br />basin, sedimentation basin and <br />two new filters. The design also <br />included a new dual train rapid <br />mix basin with splitter box <br />designed for the total plant flow. <br /> <br />,........... <br /> <br />A high service pump station was added along with <br />modifications to the existing high service and raw water pump <br />stations. Modifications to the filters were made to incorporate <br />air scour backwash capabilities. New chemical feed facilities <br />were added to include lime storage and feed; and storage <br />facilities for ferric sulfate, PAC and polymer. Electrical design <br />included a standby generator, which will operate to reduce <br />electrical peak demands. <br /> <br />Freese and Nichols' Safe Drinking Water Act evaluation <br />allowed the City to obtain a doubling of plant rating by <br />"demonstrated performance." The plant will also meet <br />alternative compliance criteria and will not be subject to TOC <br />removal requirements. <br /> <br />Construction Completion: May 2002. <br />Capital Cost: $4,800,000 <br /> <br /> <br /> <br />its <br /> <br />Rc-::s <br /> <br />CC <br /> <br />PIC1Ct <br /> <br />/1(-:, <br /> <br />O(JC <br /> <br />'pApn <br /> <br />ovotl <br />
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