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<br /> TABLE 7B. CONSTRUCTION COST ALLOCATIONS <br /> 1995 Improvements <br /> lift Stations <br /> Stnk Creek, 460 gpm <br /> e8O 1.0 X $64.400 . $64.400 <br /> West of IH 35, 2,000 gpm <br /> A . 0.8937 X $240.000 . $214.488 <br /> C . 0.1063 X $240.000 .. $25,512 <br /> South of Wastewater Treatment Plant, 800 gpm) <br /> C" 1.0 X $112,000 .. $112,000 <br /> At Wastewater Treatment Plant, 2,000 gpm <br /> A = 2167/4256 X $240,000 . $ 122, 199 <br /> B '" 1632/4256 X $240,000 .. $92,030 <br /> e8O 457/4256 X $240,000 . $25,771 <br /> Force Mains <br /> 8. Main (West of IH 35 tn Stnk CkJ, 4,500 ft. <br /> e = 1.0 X $ t 21.500 = $ 121,500 <br /> 10. Matn (South of Wastewater Treatment PIanO, 8,200 ft. <br /> e = 1,0 X $270.600 = $270,600 <br /> Wastewater Treatment Plant, 1.2 mgd <br /> A'8O 2167/4256 X $2,400,000 = $1.221,992 <br /> B = 1632/4256 X $2.400,000 = $920.301 <br /> e = 457/4256 X $2.400,000 = $257,707 <br />