GEOHAZARD ASSESSMENT OF PROPOSED CONSTRUCTION EXCAVATION AT THE RESERVE AT BAY HARBOR, GALVESTON ISLAND, TEXAS
The rationale for conducting a geohazard assessment is based upon the premise that construction-related excavation may weaken the structural integrity of west Galveston Island by increasing the potential for it to be overwashed, breached, or cut into two distinct island segments.
In this paper, the methods and results of a geohazard assessment performed in association with the permitting of an upscale resort subdivision are described. The development proposes excavation of a 1,500 ft by 100 ft (~3.5 acre) boat access channel. The site-specific assessment (see No. 1 & 2 above) addresses excavation effects on hazard potential by evaluating three coastal phenomena before and after construction: (a) relative sea-level rise, (b) storm surge and overwash, and (c) shoreline change. This is followed by a discussion of how one establishes the project area (aka same area; see No. 3 above) to which the CIA is applied. The overall or cumulative impact of all construction excavation actions (see No. 4 and 5 above) is then evaluated by time-series analysis of (a) historical aerial photography, (b) catastrophic event landfall, and (c) public shore-protection projects.