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<br />I <br />I <br />I <br />I Table <br />3-1 <br />I 4-1 <br /> 4-2 <br />I 4-3 <br />I 4-4 <br /> 4-5 <br />I 6-1 <br />I 6-2 <br /> 6-3 <br />I <br /> 7-1 <br />I 7-2 <br />I 8-1 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />'l'ABLES <br /> <br />Page <br /> <br />RIGHTS-OF-WAY AND EASEMENTS SUMMARY 3-3 <br /> <br />DEPTH-DURATION-FREQUENCY 4-3 <br /> <br />100-YEAR DESIGN RAINFALL 4-4 <br /> <br />HYDROLOGY SUMMARY - BASIN 6100 4-6 <br /> <br />HYDROLOGY SUMMARY - NORTH TRIBUTARY <br />TO BASIN 6200 4-7 <br /> <br />SUMMARY OF ROUTED pEAK FLOWS 4-9 <br /> <br />CONSTRUCTION COST ESTIMATE UNIT PRICES 6-4 <br /> <br />EXAMPLE OF ITEMIZEP BREAKDOWN OF <br />ESTIMATED PROJEC1 COSTS 6-5 <br /> <br />1976 PROJECT COSTS OF THE PROPOSED <br />IMPROVEMENTS 6-6 <br /> <br />HYDROLOGIC PARAMETERS FOR DOWNSTREAM REACH <br />(KIEWIT AREA) OF MAIN BRANCH OF BASIN 6200 7-3 <br /> <br />KIEWIT AREA FLOOD ?ROTECTION IMPROVEMENTS <br />PROJECT COSTS IN 1976 DOLLARS 7-6 <br /> <br />HYDROLOGIC PARAMETERS FOR DIRECT FLOW <br />BASIN 6100.5 8-2 <br /> <br />i <br />