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<br />Facility Process Comoonent <br />Preliminary Treatment <br /> <br />$3,730,000 <br />Total Cost <br /> <br />Costs <br /> <br />Design/Construction <br /> <br />FUNDING SOURCE <br />Capital ReseNe <br /> <br />PROJECT: <br /> <br />DESCRIPTION: <br /> <br />JUSTIFICATION: <br /> <br />PROJECT DRIVER: <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 2005-06 Dollars): <br /> <br />PHASING: <br /> <br />INFLUENT PUMPING IMPROVEMENTS <br /> <br />TOTAL <br /> <br /> <br />PRIOR <br />EXPENO:' <br />ITURES <br />87 000 <br /> <br />TOTAL <br /> <br />87000 1,879000 1,764 000 <br />ta79,000 ::+1.,764;000 <br /> <br />3 730 000 <br />3,730;000 <br /> <br />Influent Pumping Improvements <br /> <br />Add 5th pump to increase capacity from 84 to 99 mgd or otherwise increase influent <br />pumping capacity at the front end of the plant. An alternate has been identified to add a <br />standby submerged pump, which may be the more cost effective overall solution to the <br />influent pumping needs. <br /> <br />New pump is required to increase total influent pumping capacity to 277 mgd. There are <br />also outstanding issues regarding the redundancy requirement for pumping which may <br />affect the solution here. <br /> <br />Systematic elimination of sanitary sewer overflows by the year 2010. <br /> <br />Collection system computer model estimates the current wet weather peak flow to plant to <br />be 264 mgd. Overall existing peak flow capacity is 175 mgd so there is already a capacity <br />deficit. <br /> <br />100% Capacity <br /> <br />$1,700,000 <br /> <br />$3,730,000 <br /> <br />Budgeted for FY 2005/06; carryover to FY 2006/07 plus additional funding programmed in <br />FY 2007-08 <br /> <br />Page 65 <br /> <br />FY 06-07 BUDGET AND CIP <br />