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BANKSIDE OUTFALL <br /> <br /> Facility Process Component <br /> Disinfection/Outfall <br /> <br /> $1,662,OOO <br /> Total Cost <br /> PRIOR ~ <br />Costs EXPEND- 2005-06 2006-07 2007-08 2008-09* 2009-10 TOTAL <br /> ITURES <br />Construction 1,662,000 1,662,000 <br /> TOTAL 0 0 0 11662~000 0 1 ~662,000 <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 /> <br />JUSTIFICATION: New bankside outfall is required to pass the peak wet weather flow to the river. <br /> <br />PROJECT DRIVER: After secondary treatment modifications are made, a maximum peak flow of 160 mgd can <br /> pass through the existing ouffall box without submerging the secondary clarifler weirs. <br /> <br />PROJECT TRIGGER: Peak wet weather flows in excess of 160 mgd. <br />TYPE OF PROJECT: 100% Capacity <br /> <br />ESTIMATED PROJECT COST $1,390,000 <br />(FY 2004-05 Dollars): <br /> <br />INFLATED PROJECT COST $1,662,000 <br />(FY 2007-08 Dollars): <br /> <br />PHASING: Budgeted for FY 2008/09 <br /> <br /> Page 78 FY 05-06 BUDGET AND CIP <br /> <br /> <br />