PARALLEL PRIMARY/SECONDARY TREATMENT <br />Facility Process Component <br />Peak Flow Management <br />$13,152,000 <br />Total Cost <br /> PRIOR <br />Costs EXPEND- 2005=06 2006-07 2007-08* 2008=09 .2009-10 TOTAL <br /> 1TURE$ <br />Design & Engineering 1,500,000 1,500,000 <br />Construction 11,652,000 11 652 000 <br />TOTAL 0 0 0 1 500 000 11.'652'000 0 13 152 000 <br />FUNDING SOURCE <br />Capital Reserve 1,500,000 11,352,000 12,852,000 <br />SDC Improvementment Reserve 300,000 300 000 <br />TOTAL 0 0 0 1,500,000 11,652,000 0 13,152;000 <br /> * Inflated.from 2004 by 6.3% to FY05-06 dollars (Engineering News Record factor) and 4% thereafter <br />PROJECT: Parallel Primary/Secondary Treatment <br />DESCRIPTION: Piping, pumping, and flow split boxes to enable primary and secondary treatment to be <br /> operated in parallel <br />JUSTIFICATION: This project expands the peak wet weather treatment capacity to 277 mgd through flow <br /> management techniques. <br />PROJECT DRIVER: DEQ requirement that the peak wet weather flow (5-year, 24-hour rain event) be treated by <br /> the E/S WPCF and meet secondary effluent standards (diverted blended flow receives <br /> equivalent of primary treatment). <br />PROJECT TRIGGER: Elimination of sanitary sewer overflows by the year 2010. <br />TYPE OF PROJECT: 100% Capacity <br />ESTIMATED PROJECT COST $11,000,000 <br />(FY 2004-05 Dollars): <br />INFLATED PROJECT COST $13,152,000 <br />(FY 2008-09 Dollars): <br />PHASING: Design budgeted for FY 2007/08 <br /> Construction budgeted•for FY 2008/09 <br />Page 70 FY OS-OG BUDGET AND CIP <br />