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<br />..; .oOIIl" ,. <br /> <br />Facility Process Component <br />Disinfection/Outfall <br /> <br />$3,000,000 <br />Total Cost <br /> <br />Costs <br /> <br />Design/Construction <br /> <br />FUNDING SOURCE <br />apital Reserve <br /> <br />PROJECT: <br />DESCRIPTION: <br /> <br />JUSTIFICATION: <br />PROJECT DRIVER: <br /> <br />PROJECT TRIGGER: <br /> <br />TYPE OF PROJECT: <br /> <br />ESTIMATED PROJECT COST <br />(FY 2004-05 Dollars): <br /> <br />RECOSTED PROJECT COST <br />(FY 2007-08 Dollars): <br /> <br />PHASING: <br /> <br />BANKSIDE OUTFALL <br /> <br />TOTAL <br /> <br /> <br />TOTAL <br /> <br />3,000,000 <br />~,OOO,OOO <br /> <br />Bankside Outfall <br /> <br />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 /> <br />New bankside outfall is required to pass the peak wet weather flow to the river. <br /> <br />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 /> <br />Peak wet weather flows in excess of 160 mgd. <br /> <br />100% Capacity <br /> <br />$1,390,000 <br /> <br />$3,000,000 <br /> <br />Programmed for FY 2008/09 <br /> <br />Page 80 <br /> <br />FY 06-07 BUDGET AND CIP <br />