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<br />15 <br /> <br /> <br />TABLE 2 <br />WASTEWATER COLLECTION SYSTEM CAPITAL IMPROVEMENTS <br /> <br /> <br /> <br /> <br />IMPLEMENTATION PROPOSED FACILITIES DESIGN 2000 PERCENTAGE ALLOCATED <br />DATE CAPACITY FLOW OF USE COST <br />diameter le~gth projected YR 2000 <br />LOCATION (inches) (feet) cost (HGD)* (MGDJ* <br /> <br />---------------------------------------------------------------- --------------------------------------- <br /> <br />River Rd. WW FY 1990 18 10100 $363,000 3.2 -- -- -- <br /> <br />E. Side Interceptor FY 1990 30 1442 211,0001 -- ..- -- <br />j/j 3526 490,000 * -- -- -- <br />(river crossing) FY 1990 -- -- 646,000 16.5 -- -- -- <br /> <br />Purqa tory Creek FY 1995 12 5200 250,0001: -- -- -- <br />Interceptor 21 4000 340,000 * -- -- -- <br /> <br />CGttont~ood Creek FY 1996 1:3 2700 195,000 * -- -- -- <br />Interceptor 21 3500 295,0001: -- -- -- <br /> <br />Sink Creek FY 19% 10 4300 170,0001 -- -- -- <br />Interceptor 1::: EOO 130,000 I: -- -- -- <br />21 123001,U50,00!) 4.0 -- -- -- <br /> <br />TOTAL $4,140,000 23.7 1.61 'J."J $230,734 <br /> <br />* MILLION GALLONS PER DAY <br />