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IDENTIFYING HAZARDS 3<br />

Figure 3‐50.<br />

Overwash from Hurricane<br />

Opal (1995) at Pensacola<br />

Beach, FL, moved sand<br />

landward from the beach<br />

and buried the road,<br />

adjacent lots, and some<br />

at‐grade buildings to a<br />

depth of 3 to 4 feet<br />

Figure 3‐51.<br />

Unstable coastal bluff<br />

at Beacon’s Beach, San<br />

Diego, CA<br />

SOURCE: LESLEY EWING,<br />

USED WITH PERMISSION<br />

Designers should seek and use landslide information and data from State geological survey agencies and<br />

USGS (http://landslides.usgs.gov/). Designers should also be aware that coastal bluff failures can be induced<br />

by seismic activity. Griggs and Scholar (1997) detail bluff failures and damage to residential buildings<br />

resulting from several earthquakes, including the March 1964 Alaska earthquake and the October 1989<br />

Loma Prieta earthquake (see Figure 3-37). <strong>Coastal</strong> bluff failures were documented as far away as 50 miles<br />

from the Loma Prieta epicenter and 125 miles from the Alaska earthquake epicenter. In both instances,<br />

houses and infrastructure were damaged and destroyed as a result of these failures.<br />

3.6 NFIP Flood Hazard Zones<br />

Understanding the methods and assumptions underlying Flood Insurance Study (FIS) reports and FIRMs<br />

is useful to the designer, especially in the case where the effective FIRM is more than a few years old, and<br />

where an updated flood hazard determination is desired.<br />

COASTAL CONSTRUCTION MANUAL<br />

3-53

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