Laserfiche WebLink
<br /> TABLE 7 A. CONSTRUCTION COST ALLOCA TIONS* <br /> -A - = R i vergate MUDs .. ~ Include <br /> -8- = Highridge MUDs Contingencies or <br /> -C' = City of San Marcos Engineering <br /> 1990 Improvements <br /> Interceptors <br /> 24- Interceptor (West of IH 35). 7.000 ft. <br /> A = 0.8937 X $672,000 :: $600,566 <br /> C = O. t 063 X $672,000 :: $7 t ,434 <br /> 18- Interceptor (East of IH 35). 5.000 ft. <br /> B = t.O X $360,000 = $360,000 <br /> 278 Comb1ned Interceptor. 4.500 ft. <br /> A = 6346/ t t 569 X $486,000 = $266,588 <br /> B = 3 t 80/1 t 569 X $486,000 = S 133,588 <br /> C = 2043/ t 1569 X $486,000 = $85,824 <br /> 30- Comb1ned Interceptor. 4.500 ft. <br /> A = 6346/11569 X $540,000 = $296,209 <br /> B=3180/11569 X $540,000 = $ 148,43 1 <br /> C = 4562/11569 X $540,000 = $95,360 <br /> lift Stations <br /> At Wastewater Treatment P1ant. 1.400 gpm <br /> A = 839/1898 X $ 196,000 = $86,641 <br /> B = 996/1898 X $ 196.000 = $ 1 02.854 <br /> C= 63/1898 X $ t 96,000 = $6,506 <br /> West of IH 35. 1.000 gpm <br /> A = 1.0 X $ 140,000 = $ 140,000 <br /> Wastewater Treatment Plant, 600,000 gpd <br /> A = 839/1898 X $1,200,000 = $530,453 <br /> B = 996/1898 X $ 1,200,000 = $629,715 <br /> C= 63/1898 X $ 1,200,000 = $39,831 <br />