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EWEB Labor $ 8,650 SDC Funded $ 0 <br />Engineering $ 10,000 Rate Funded Capital $139,000 <br />Contract Labor $ 10,000 <br />Equipment $100,000 <br />Overhead 10 350 <br />Total $139,000 <br />Hayden Bridge Alum System Upgrade <br />This project is to replace the existing fiberglass alum tanks. <br />EWEB Labor $10,000 SDC Funded $ 0 <br />:Materials $30,000 Rate Funded Capital $44,300 <br />Overhead 4 300 <br />Tota! $44,300 <br />UV Disinfection System <br />Future federal and state regulations are expected to include inactivation of cryptosporidium. Although <br />anticipating future rules is difficult, EWEB expects a LTV disinfection system will be required in the middle of <br />the decade. All Hayden Bridge expansion work currently being conducted has provisions for an additional <br />treatment train such as LN sometime in the future. <br />Engineering $ 200,000 SDC Funded $ 0 <br />LJV Disinfection System $1,833,000. Rate Funded Capital $2,098,000 <br />Administration (3%) 65 000 <br />Total $2,098,000 <br />Hayden Brid a Expansion Plan <br />Please refer to the Hayden Bridge Expansion Plan, Black & Veatch, October 8, 1999, for details <br />regarding expansion plan projects. <br />Hayden Bridge Exaansion 2003 2004 2005 2006 2nm 2nnz_2nm <br />HB Reservoir, Pump Station <br />& Electrical Const. <br />$1,037,000 <br />~: <` <br />_ _ . <br />$1,037,000 <br />Slud a Removal Bed '~ ' ~` ~ ~ ' $30,000 '' $250,000 $280,000 <br />HB Treatment Expansion <br />(12MG) <br />Basin Baffling <br />(O timization) <br />$81,000 <br />$910,000 <br />$991,000 <br />Total HB Ex ansion $1,037,000 $81000 $940,000 $250 000 $2,308,000 <br />Project Descriptions: <br />Hayden Bridge IS MG Reservoir, Pump Station and Electrical Upgrade . <br />Design for this project occurred in 2000, with construction occurring in 2001 through 2003. The IS mg - <br />reservoir will be located on the,~west. side of the 'treatment plant, with' a new pumping station. An electrical <br />upgrade is also needed to correct existing code viotations and meet the requirements of.the new pump gallery: <br />The 15 mg reservoir will be~ 130 ft. x450 ft x 35 ft: high in dimensions. It will be constructed of reinforced <br />concrete. It will also require a hydraulic connection to existing and future treatment plant trains. <br />' '' ~~ ' Water Divlsioit ~'~' Five=4Yedr Capital `Imp»~emert Plan <br />:., ~ <br />