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BANKSIDE OUTFACE <br />Facility Process Component <br />Disinfection/O u tf a I I <br />$1,662,000 <br />Total Cost <br /> <br />Costs :PRIOR <br />EXPEND- <br />ITURES <br />2005-06 <br />2006-07 <br />2007-08 <br />2008-09" <br />2009-10 : <br />TOTAL <br />Construction 1 662 000 1 662 000 <br />TOTAL 0 0 0 1662000 0 1662000 <br />FUNDING SOURCE <br />Capital Reserve <br />1 662,000 <br />1 662 000 <br />TOTAL 0. 0 0 0 1,662,000 0: 1,662;000 <br />"Inflated from 2004 by 6.3% to FY05-06 dollars (Engineering News Record factor) and 4% thereafter <br />PROJECT: Bankside Outfall <br />DESCRIPTION: Bankside outfall to accommodate 117 mgd (277 mgd less 160 mgd which is the estimated <br />capacity of the existing outFall system after secondary treatment modifications. <br />JUSTIFICATION: New Bankside outfall is required to pass the peak wet weather flow to the river. <br />PROJECT DRIVER: After secondary treatment modifications are made, a maximum peak flow of 160 mgd can <br />pass through the existing outfall box without submerging the secondary clarifier weirs. <br />PROJECT TRIGGER: Peak wet weather flows in excess of 160 mgd. <br />TYPE OF PROJECT: 100% Capacity <br />ESTIMATED PROJECT COST $1,390,000 <br />(FY 2004-05 Dollars): <br />INFLATED PROJECT COST $1,662,000 <br />(FY 2007-08 Dollars): <br />PHASING: Budgeted for FY 2008/09 <br />Page 78 FY 05-06 BUDGET AND CIP <br />