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<br /> TABLE 5 (cont'd) <br /> PIONEER. DITCH <br /> to-YEAR WATER SURFACE ELEVATIONS <br /> EXISTING <br /> CHANNEL DESIGN <br />HEC-Z SAND CREEK & CHANNEL <br />CROSS LOCAL FUTURE LOCAL <br />SECTION LOCATION DRAINAGE DRAINAGE <br /> (feet msl)" (feet msl) <br />1130 State Highway 14 Culvert'" 3942.0 3941.8 <br />1140 3942.4 3941.8 <br />1145 Bridge ... 3942.4 3941.8 <br />1150 3942.4 3942.0 <br />1155 Phelps Street ... 3943.2 3942.0 <br />1160 3943.6 3942.4 <br />1170 3943.7 3943,1 <br />1180 Burlington Northern Railroad Culvert 3945.3 3941.7 <br />1190 3945.4 3944.3 <br />1200 3945.4 3944.6 <br /> <br />· These elevations are from reference 2.2. They are irregular because bridges and low channel banks are allowing <br />flows to escape and later return to the channel. <br />.. Represents the approximate location of the detention pond and channel realigmnent options. <br />... Represents bridges or culverts that need significant improvement <br /> <br />- <br /> <br />11 <br />