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Last Chance Ditch Company <br />The Se lected Project <br />Alternative #4 was selected. Last Chance Ditch Company is planning to <br />replace the existing headworks structure �vith a similar headgate and install <br />the overshot gate. Last Chance may elect to add the overshot gate at a later <br />date but infrastructure will be in place when they decide to add the gate. <br />Features of this alternative are as follows: <br />o The existing wooden and concrete structure will be replaced by quality <br />headgates and reinforced concrete �valls, floors, and footers. <br />o T�vo headgates will be installed to allow for controlled delivery to the ditch <br />with minimal maintenance and improved safety features and include room <br />for an optional third gate. <br />o Structures will be in place for the installation of the optional overshot gate <br />at a later date. An overshot gate �vill allow the Last Chance Ditch Company <br />to release water back to the river and allow for allocated water to be taken <br />during times of lo�v river flo�v. <br />o The chosen design lo�vers the invert elevation of the headgate of the ditch <br />slightly and allows for allocated �vater to be delivered to the ditch more <br />easily. <br />o Concrete footers will be incorporated into the design to aid in avoiding <br />scouring and erosion around the structure in order to ensure a long useful <br />life. <br />The existing and proposed site layout is included in the append� along �vith a <br />detailed dra�ving of the ne�v head�vorks structure. <br />Cost Estimate <br />The estimated total project cost is $117,464.23. AGPROfessionals, LLC has <br />performed preliminary project planning and engineering designs in 2009. The <br />earthwork and construction bid was also developed in 2009. AGPRO's opinion <br />of probable cost was developed according to RSMeans calculations and current <br />cost data at that time. The follo�ving table is AGPRO's opinion of probable cost. <br />i i ast ance itc ompany oan eas� i iry tu y age o <br />