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As mentioned before, the DSIC has had an average annual diversion <br />ot 4,590 acre feet for all water diverted into the Deuel and <br />Snyder Canal. Yearly diversions for the DSIC would be considered <br />fairly inconsistent. Variations in these numbers correspond to <br />the amount of rainfall during the irrigation season and overall <br />availability of recharge water. More rainfall in a certain year <br />meant that less water had to be diverted for irrigation that year <br />and vice versa. <br />Cost Estimate <br />The estimated total project cost is $100,000. Project planning <br />and engineering design will be provided by Nation Engineering <br />Se~vices, LLC. <br />~~ <br />Item Estimated Cost <br />1. Planning and Design Costs $ 2,800 <br />2. Construction Cost with Contingency $ 97,200 <br />Total Cost $100,000 <br />A more specific cost break down is as follows: <br />Item Estimated Cost <br />1. Earth Work $ 9,100 <br />2. Dewatering $ 8,300 <br />3. Demolition $ 8,000 <br />4. Concrete Work $ 33,400 <br />5. 5' Radial Gate $ 2I,000 <br />6. Gate Installation $ 1,200 <br />7. Contingency (20~) $ 16,200 <br />8. Planning and Design Costs $ 2,800 <br /> Total Cost $100,000 <br />Tmplementation Schedule <br />The following schedule is proposed for implementation of the <br />project: <br />Task Date <br />1. Complete Final Design 02/28/09 <br />2. Start Construction 03/I5/09 <br />3. Comple~e Construction 03/31/09 <br />4. Project is Operational 04/O1/09 <br />Feasibility Study <br />Deuel & Snyder Improvement Company <br />River Sand Gate Structure <br />February 2009 <br />5 <br />