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<br />V-6 <br /> <br />NON-STRUCTURAL CRITERIA <br /> <br />The usual methods to protect against an existing flood hazard using non- <br />structural methods include: <br /> <br />l. Flood Proofing <br /> <br />a. Permanent <br />b. Cont i ngent <br />c. Emergency <br /> <br />2. Land use management <br /> <br />a. Encroachment line <br />b. Zon i n g 11 ne <br />c. Subdivision regulation <br />d. Building codes <br />e. Flood plain development policies <br />f. Redeve lopment and renewa I po lie i es, i nc 1 ud i nq re I ocat ion <br /> <br />3. Forecast and warning systems and emerqency plans <br /> <br />1-1. Insurance <br /> <br />~). Re 1 i ef and rehab II i tat i on <br /> <br />a. Grants <br />b. Tax deductions <br />c. Loans <br />d. Feeding and sheltering <br /> <br />The above basic non-structural methods and criteria would normally be <br />expanded and further subdivided according to the r"equi rements of the <br />specific basin. <br /> <br />Detailed criteria to be selected should at least be based upon a combina- <br />tion of flood proofing, floodplain land use management, and an early warning <br />system to achieve about a 40 percent reduction In damages from present <br />conditions, assuming a lOa-year flood. The plan should be initiated immed- <br />iately and implemented in a five to ten-year period. With more aggressive <br />land use management and open space plannin!J and acquisition, using the full <br />array of tools avai lable to the local govemrnental ent: ities, the non-struc- <br />tural approach for the Lena Gulch basin could realistically establish a <br />iarge reduction in damage. <br /> <br />All non-structural planning, it should be noted, must include resolving the <br />present haza rdous p rob 1 em created by the Map 1 e Grove Rese rvo I r. <br />