. "Coastal Processes." Hurricane Hugo, Puerto Rico, the Virgin Islands, and Charleston, South Carolina, September 17-22, 1989. Washington, DC: The National Academies Press, 1994.
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HURRICANE HUGO: PUERTO RICO, THE U.S. VIRGIN ISLANDS, AND SOUTH CAROLINA
TABLE 11-1 Storm-Surge Tidal Elevation Affecting the South Carolina Coast (1893-1979).
Storm Date
Area
Maximum Storm Tide (ft)
27-28 August 1893
St. Helena, Hilton Head
20
13 October 1893
Georgetown
13
25-26 September 1894
Charleston
10
2 October 1898
lower coast
14
27-28 August 1911
Charleston, Beaufort
12
11-15 August 1940
entire coast
13
17 September 1945
Parris Island
9
15 October 1947
Parris Island
9-12
15 October 1954
upper coast (Hazel)
17-18
9 July 1959
Bull Bay (Cindy)
10
29 September 1959
lower coast (Gracie)
8-9
4-5 September 1979
Charleston (David)
8-9
this relatively undeveloped area. In South Carolina a typical 100-year return rate storm surge is in the range of 13 to 15 ft (see FEMA Flood Insurance Rate Maps), certainly qualifying Hurricane Hugo as such an event. Little wave data was available, but offshore deep-water readings at NOAA (NDBC) stations indicated a maximum height of 28 ft (Meindl, written communication, 1990).
The average elevation of the low country in coastal South Carolina is about 10 ft above MSL. The outer barrier islands have lower average elevations, 5 ft or less, near the bayside. This means that most of the barrier surface, except for a few high spots, was totally under water during the height of the storm surge. The mainland in this area is all part of the low-lying coastal plain, which gently slopes up to an elevation of approximately 20 ft near U.S. Route 17 (see Figure 11-1). Driftlines of debris and floatables were found across this road just north of Bull Bay, indicating the landward extent of saltwater flooding. Actually, the best data acquired by FEMA for the determination of surge heights for the plotting of isolines across the flooded area were the many houses on the developed barrier islands and inland mainland area. Inside water marks are considered good sources of water elevation information, as the buildings act as stilling wells. There is an extensive amount of information on