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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />land use data and structure value data were collected during a site <br /> <br /> <br />visit in December 1994. Appendix C contains backup data in support of the <br /> <br /> <br />economic analysis performed for this phase of the study. <br /> <br />STUDY AREAS <br /> <br /> <br />Six separable flood-prone areas were identified within Rock Rapids <br /> <br /> <br />for the purposes of this analysis. These subareas are defined as listed <br /> <br /> <br />below in figure 4. <br /> <br />Figure 4 <br />Description of Subareas <br /> <br />Subarea <br /> <br />DescriDtion <br /> <br />1 <br /> <br />The right and left overbank areas of Koon Creek to the <br />west of the abandoned railroad line. <br /> <br />2 <br /> <br />The right overbank area of Rock River near its <br />confluence with Koon Creek, bounded by State Highway 9 <br />on the south side. <br /> <br />3 <br /> <br />The left overbank area of Tom Creek to the north of <br />State Highway 9. <br /> <br />4 <br /> <br />The left overbank area of Rock River to the south of <br />State Highway 9. <br /> <br />S <br /> <br />The right overbank area of Rock River south of South <br />Fourth Avenue. <br /> <br />6 <br /> <br />The right overbank area of Rock River north of South <br />Fourth Avenue and south of State Highway 9. <br /> <br />FLOOD PLAIN CHARACTERISTICS <br /> <br /> <br />Land use data were collected for Rock Rapids within and just <br /> <br /> <br />outside of the Rock River SOO-year flood plain limits. Data were <br /> <br /> <br />collected for both residential and commercial structures. Data compiled <br /> <br /> <br />for each structure included the estimated ground elevation, the estimated <br /> <br /> <br />first floor height above the ground, the type of structure (i.e., one- <br /> <br /> <br />story residential with basement, commercial warehouse with no basement, <br /> <br />23 <br />