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<br /> TABLE 7B. CONSTRUCTION COST ALLOCATIONS <br /> 1995 Improvements <br /> Lift stations <br /> Sink Creek. 460 gpm <br /> e = 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 /> e = 0.1063 X $240,000 = $25,512 <br /> South of Wastewater Treatment Plant. 600 gpm) <br /> e = 1.0 X $112,000 = $112,000 <br /> At Wastewater Treatment Plant. 2.000 gpm <br /> A = 2167/4256 X $240,000 = $ 1 22, 1 99 <br /> B = 1632/4256 X $240,000 = $92,030 <br /> e = 457/4256 X $240,000 = $25,771 <br /> Force MlJins <br /> 8. Main <'tlest of IH 35 in Sink CkJ. 4.500 ft. <br /> e = 1.0 X $ t 2 t ,500 = $121,500 <br /> 10. Main (South of Wastewater Treatment PIanO. 6.200 ft. <br /> e = 1.0 X $270,600 = $270,600 <br /> Wastewater Treatment Plant, 1.2 mgd <br /> A= 2167/4256 X $2,400,000 = $1,221,992 <br /> B = 1632/4256 X $2,400,000 = $920,301 <br /> C = 457/4256 X $2,400,000 = $257,707 <br />