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<br />INTRODUCTION <br /> <br />Approximately seven percent of the <br />land area of the United States is subject to <br />flooding from one source or another~ Unfor- <br />tunately, because of their locations near water, <br />the areas subject to flooding have been, and <br />continue to be, highly desirable for human <br />habitation and development. As a result, <br />much of the nation's population and industry <br />is located in flood prone areas, and has suf- <br />fered tremendous losses from flood damage. <br />Many approaches to flood protection <br />and flood loss reduction have been developed <br />and used with varying degrees of success, <br />including raising existing structures above <br />expected flood levels, or relocating them to <br />flood free areas. Those particular approaches) <br />are relatively simple for structures originally <br />constructed on piers; however, they are not as <br />well recognized as economically viable <br />practices for structures on concrete slab <br />foundations. In the case of slab foundations, <br />there are, however, two practical possibilities: <br />detaching the structure from the floor slab, or <br />moving the entire structure with the slab <br />attached. The latter practice, moving the <br />entire structure with the slab attached, is not <br />widely known and understood and is often <br />believed to be infeasible. It is, however, <br />technically feasible, is often economically <br />feasible, and presents many advantages in the <br />hands of an experienced structural mover. <br />The purpose of this report is to discuss <br />the procedures for raising or relocating' 'slab- <br />on-grade" structures with the slab attached, to <br />point out some of the advantages and disad- <br />vantages, to suggest some factors to consider, <br />and to indicate the possible costs involved. <br />The procedures and techniques described here <br />are based primarily on those employed by a <br />professional structural mover currently operat- <br />ing in the Tampa Florida area. Other profes- <br />sionals in the field may employ different but <br /> <br />equally effective methods. No undertaking of <br />this magnitude should be attempted without <br />the advice and assistance of professional <br />structural movers and structural engineers or <br />arcitects. <br /> <br />RAISING AND RELOCATING <br /> <br />Raising a structure above expected <br />flood levels or relocating it to a flood free area <br />are both effective flood damage reduction <br />measures. Both are relatively expensive <br />however, and each has advantages and disad- <br />vantages. <br />In many instances a particular home <br />site is selected for the aesthetic values pro- <br />vided by proximity to water, either a stream or <br />shoreline, without recognizing the flood <br />potential or in spite of it. In such cases, <br />moving the home to a flood free site would <br />not be the preferred solution even if possible. <br />In other cases the site is relatively unimpor- <br />tant, but moving the structure to a new site <br />presents insurmountable difficulties either <br />because of the route involved, or because of <br />the lack of an alternate site within a reason'" <br />able distance. In such cases raising the struc- <br />ture in place may be practical. <br />Some possible disadvantages to raising <br />in place compared to relocation include: the <br />possibility of escape routes being blocked by <br />rising flood waters; damage and disruption to <br />necessary utilities; the possibility of greater <br />flood heights than designed for; the possibility <br />of a false sense of security. The relocation of <br />a structure has fewer disadvantages for the <br />individual property owner, assuming a free <br />choice to relocate or not and a reasonable <br />selection of alternate sites. One notable.-,_'.,;: <br />disadvantage, however, is that a structure of <br />any appreciable size must usually be separated <br />into sections small enough for the transporta- <br />tion route involved, then reassembled at the <br /> <br />1 <br />