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BANKSIDE OUTFACE <br /> Facility Process Component <br /> Disinfection/Outfal l <br /> $1,662,000 <br /> Total Cost <br /> PRIOR <br /> Costs EXPEND- . 2005-05 2006-07 2007-OS 2008-09" 2009=10 : TOTAL <br /> ITURES <br /> Construction 1 662 000 1 662 000 <br /> TOTAL 0 0 0 1 662 000 0 1 662000 <br /> FUNDING SOURCE <br /> Capital Reserve 1 662,000 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 /> i ' 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-OS Dollars): <br /> PHASING: Budgeted for FY 2008/09 <br /> I <br /> <br /> i, ~ <br /> Page 78 FY OS-06 BUDGET AND CIP <br /> <br />