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<br />~ <br /> <br />CHAPTER VII <br />DAMAGE ASSESSME~T <br /> <br />I <br />, <br />I <br />I <br />, <br />I <br />! <br /> <br />A. General <br /> <br />Based on th~ scope of services, the st~dy area was divided into four <br />different reaches. These reaches are defined as rollo~s: <br /> <br />1. Upstream li~it of study to Perry Street. <br /> <br />2. Petty Street to Briggs Street. <br /> <br />PARI II <br /> <br />, <br />! <br />I <br />I <br />, <br />. <br /> <br />3. Briggs Street to Kenosha Road <br /> <br />4. Kenosha Road to Coal Creek confluence with Boulder Creek. <br /> <br />FLOOD CONTROL AND FLOODPLAIN MANAGEMENT PLAN <br /> <br />The object of this evaluacion is to identify thcaverar,c annual flood <br />d<lmage poc"ntial within each sClldy reach. These d.:lmages can be elimin.ttcd <br />or subst.mtially reduced throOJgh planned improvc'"",nt, "hieh will be discussed <br />in Chapter IX, Alternative Plans Considered. and Gh"pter Xl, ECOtlOmic Analys;. <br />of the Recommended Plan. <br /> <br />A detailed damage analysis was canducted far Reaches 2 and 4. An anal- <br />ysis was not made for Reaches 1 and 3 because no impravements or hi~h-damage <br />featurcs prescntly exist. Thc potential damages for Reaches I and 3 wauld <br /> <br />he limited to items which could include soil erosion, agricultural losses, <br />and raad inundation. <br /> <br />Total flood damages is the sUm of all dir~ct and indirect damages. <br />Direct and indirect damages for the respective rcaches whiCh were coosidered <br />areas follows: <br /> <br />I. Direct Damages <br />a. Residential <br /> <br />Structur<,s <br /> <br />Contents <br /> <br />, <br /> <br />-59- <br />