1986-12-02 - Laserfiche WebLink

Home Browse Search

(i ) have the lowest floor (including basement ) elevated above the highest adjacent grade at • least as high as the depth number specified in feet on the community' s FIRM (at least two feet if no depth number is specified) , or; (ii ) together with attendant utility and sanitary s� facilities be designated to that below the base flood level the structure is water- tight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads or effects buoyancy. ( 3 ) A registered professional engineer or architect shall submit a certification to the Enforcement Officer/ Inspector that the standards of this Section, as proposed in Article 4 , Section C (1 ) (a) are satisfied. (4 ) Require within zones AH and AO, adequate drainage paths around structures on slopes, to guide flood- waters around and away from proposed structures . SECTION D. STANDARDS FOR SUBDIVISION PROPOSALS • (1 ) All subdivisions proposals shall be consistent with Article 1, Sections B, C and D of this code. (2 ) All proposals for the development of subdivisions shall meet Development Permit requirements of Article 3 , Section C, Article 4 , Section C, and the provisions of Article 5 of this code. ( 3 ) Base flood elevation data shall be provided for sub- division proposals and other proposed development which is greater than the lesser of 50 lots or 5 acres, if not otherwise provided pursuant to Article 3 , Section B or Article 4 , Section B (7 ) of this code. (4 ) All subdivision proposals shall have adequate drainage provided to reduce exposure to flood hazards . (5 ) All subdivision proposals shall have public utilities and facilities such as sewer, gas, electrical and water systems located and constructed to minimize flood damage. ® ( 18 )