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i <br /> PARALLEL PRIMARY/SECONDARY TREATMENT <br /> Facility Process Component <br /> Peak Flow Management <br /> $13,152,000 <br /> Total Cost <br /> PRIOR <br /> Costs EXPEND- 2005=06 2006-07 2007-08* 2008;09 2009-10 TOTAL <br /> ITURE$ <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 overtlows by the year 2010. <br /> i <br /> <br /> ~ ' ` ; TYPE OF PROJECT: 100% Capacity <br /> i. ; <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 2007108 <br /> Construction budgeted•for FY 2008/09 <br /> . <br /> o FY OS-OG BUDGET AND CIP <br /> Pane 70 <br /> <br />