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<br />TAIILE 4. h (Cont'd)
<br />
<br />P1/EBW LOCAL PROTECTION PROJECT (DRY CR~"EK)
<br />
<br /> Cost "uantit'.Unit Unit
<br />, Class h~ Cost Total
<br /> On_farm draina~e system $109,000
<br />I Engineerin~ and Design SOO
<br />,
<br />,
<br />I Supervision ,,' Administration ;00
<br /> Subtotal 153,000
<br /> Plus cash contribution 4,875
<br /> Total Non-Federal First Cost 157,875
<br /> TOTAL FIRST COST 646,000
<br /> INVESrnENT
<br /> Federal First COSt 488,125
<br /> Interest during construction (less than 2 years) None
<br /> Total Federal InvestlOent 488,125
<br /> Non-Federal First Cost 157,875
<br /> tnterestduring construction (lcss than 2 years) None
<br /> Total Non-F..deral Invostment 157,875
<br /> TOTAL INVESTMENT 646,000
<br /> ANNUAL CHARGES
<br /> Federal interest on invest",e"t (1_7/8%) 23,795
<br /> Federal amortization of investment (4.7/S\, 100 years) ,,,
<br /> Total Federal Annual Charges 24,000
<br /> Non.Federal Interest on inv..stment (4-1/8\) 7,695
<br /> /l:on-Federal amortization of investment (4_7/8\, 100 years) "
<br /> Operation, maintenance and major replace",ent 2,240
<br /> Total Non_Federal Annual Charges 10,000
<br /> TOTAL A\,/l:UAL CHARGES 34.000
<br />
<br />l4. PRaJECT PLAN.- The Fountain Creek channelization clement of
<br />the Pueblo Local Protection Project as recommended in the main re port
<br />would be replaced by the fountain Reservoir Project. The design of the
<br />Dry Creek clement of the local protection project remains the s~e as
<br />recommended in Appendix A. The cost estimate is given in Table 8, and
<br />annual charges were computed using 4-7/8 percent interest rate and
<br />January 1969 prIce levels.
<br />
<br />TABLE 5. __ Estimated First Cost, Investment, and Annual Charges, Pueblo
<br />Local Protection Project (Dry Creek) (January 1969 price levels)
<br />
<br />Cost rn'antit Unit
<br />Class ,,~ Unit Cost Total
<br /> FEDERAL FIRST COST
<br />00 Channels:
<br /> Diversion and care of water - - L.S. $200
<br /> Excavation 42,000C.y. $0.35 14,700
<br /> Embankment, r1acing H,nOOC:.Y. (US 5,100
<br /> Riprap 2,700C.Y. 6.00 16,200
<br /> Interior drainage Structures - - L.S. 3,200
<br /> Contingencies 7,600
<br /> Total Channels 47,000
<br />" Engineering "d Design: 11,000
<br />" Supervision and Administration 5,000
<br /> Total Pedcral First Cost &3,000
<br /> ~ON.FEDER^L FIRST COST
<br />Landsal\dDamalleS:
<br /> Fee purcha5e, lands 22 Acre 400 "" R,SOO
<br /> Contingencies I,ROO
<br /> Subtotal 10,600
<br /> Acquisition eost 1,100
<br /> Contingencies ,co
<br /> Subtotal 1,400
<br /> Total Son-Federal first Cost 12,000
<br /> TOTAL FIRST COST A..'m DIVESn1ENT i5,000
<br />- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
<br />
<br />1-13
<br />
<br />1-14
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