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<br />Subtotal <br /> <br />$ 15,022 <br />$138,680 <br />$ 15,370 <br />$169,072 <br /> <br />$ 1, 000 <br /> <br />v <br />II <br />lJ <br />[t <br />J <br />i.1 <br />, <br />f <br />l <br />r <br />[I <br />l~ <br />,~ <br /> <br />002151 <br /> <br />Cost Estimates: <br /> <br />To repair the "levee" 2504 cu/yd x $6,00 = <br />To armor the bank 3467 cu/yd x $40.00 = <br />Engineering @ 10% <br /> <br />To survey the levees <br /> <br />To cut off the flood in the overbanks <br />15,000 feet x $120/ft <br /> <br />= $1, 800, 000 <br /> <br />Recommendation: <br /> <br />To protect the health, safety, and welfare of <br />potential buyers, a moratorium on all new development on the <br />platted lots of Riverwood Subdivision that are in the floodway <br />should become effective immediately. The moratorium should be <br />lifted when the levee system is ex,tended to high ground and <br />armored to render it adequate to protect the citizens from a <br />100-year flood plus 3.0 feet of freeboard, <br /> <br />The city should survey the top of the <br />sides of the river for their entire length and <br />with the flood profiles published in the <br />studies. <br /> <br />levees on both <br />make comparisons <br />flood insurance <br /> <br />I <br /> <br />The Corps of Engineers should be requested to <br />investigate the economic and physical feasibility of extending <br />the upper end of the existing levee system to high ground. <br /> <br />The cost to repair the "levee" and armor the bank to <br />protect new development on the known hazard area at site 1 <br />should be a part of the cost to the developer. <br /> <br />The county and the city need to implement a coordinated <br />floodplain development permit process, separate but in <br />conjunction with its building permit system. This process <br />should include both pre- and post-construction elevation <br />certificates for all structures built in the floodplain. <br /> <br />~,: <br />a <br /> <br />L <br />, <br />~ <br /> <br />, <br /> <br />63 <br />