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<br />SUPERSTRUCTURE <br /> <br /> <br />Grade <br /> <br />Maximum pDtential <br />depth of erosion and SCDur <br /> <br />t l' <br />.. <br /> <br />Wood pile <br /> <br />Figure 3-8 <br /> <br />The depth of pile embedment provides stamlity by enabling the pile to resist lateral and vertical <br />loads thmugh passive earth jJressure . Soil depth below maximum potential depth of scour is <br />adequate to withstand lateral and vertical loads during the base flood (after FEMA 1993a). <br /> <br /> <br />Grade <br /> <br />Wood post 8' min. <br /> <br />Maximum potential <br />depth of erosion and scour <br /> <br />Plinth <br /> <br />Adequate soil <br />depth to resist <br />lateral and,. <br />vertlcallOa(1s I <br /> <br />, <br /> <br />Figure3-9 <br /> <br />Post/j}ile foundation. Soil depth below maximum jmtential dej}th of scour is <br />adequate to withstand lateral and vertical loads during the base flood (after FE-iWA 1993a). <br /> <br />HURRICANE OPAL IN FLORIDA <br /> <br />3-11 <br /> <br />, <br /> <br />, " <br /> <br />-,- --~ <br /> <br />-~ <br />