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<br /> TABLE 7 A. CONSTRUCTION COST ALLOCA TIONS*
<br /> NAn = Rivergate MUDs * Does Not Inc1ude
<br /> -8- = Highridge MUD9 Contingencies or
<br /> .e. = 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 = 0.1063 X $672,000 = $7 t ,434
<br /> 18- Interceptor (East of IH 35), 5,000 ft.
<br /> B = 1.0 X $360,000 = $360,000
<br /> 27. Comb1ned Interceptor, 4,500 ft.
<br /> A = 6346/11569 X $486,000 = $266,588
<br /> B = 3180/11569 X $486,000 = $ "<7 r::' 88
<br /> : .J.) ~
<br /> C = 2043/11569 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 = $148,431
<br /> C = 4562/11569 X $540,000 = $95,360
<br /> lift Stations
<br /> At Wastewater Treatment Plant, 1,400 gpm
<br /> A = 839/1898 X $ 1 96,000 = $86,641
<br /> B = 996/1898 X $ t 96,000 = $ '02,854
<br /> C = 63/1898 X $196,000 = $6,506
<br /> West of IH 35, 1,000 gpm
<br /> A = 1.0 X $ t 40,000 = $140,000
<br /> Wastewater Treatment P1ant, 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
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