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<br />100 1'CAR FLOOD PLAIN STUDY <br /> <br />There are s~o flood plains within the areas designated for construction. The <br />small drainage courses within the developed area are generally confined in natural <br />ditches. <br />Depti,, velocity and discharge calculations have been made for two sections <br />across Russell Gulch -see Sheets 8 & 9. Because of the steep grade and consequent <br />high velocity, the maximum depth for the 100 year frequency storm would be about <br />hNa feet. Small areas along the gulch might be covered, but no development is <br />proposed adjacent to the stream. The Russell Gulch Road would be designed (as <br />shown on the sections) so that it would not be flooded. <br />Since there are no real flood plains on the proposed plat and since only very <br />small areas along Russell Gulch are subject to shallow inundation, no flood plain <br />areas are delineated. <br />r-~,,,,. ~ /~ <br />~~ ~.~_, r <br />