Laserfiche WebLink
<br />I <br /> <br />I. <br />I <br /> <br />research group at a later date. Contact with FIA in Washington, D. C. <br /> <br />would be necessary to get clearance to view the claim files. A contrary <br /> <br />opinion expressed by James (1965) was that the statistical reliability of <br /> <br />I <br /> <br />the urban depth-damage function does not warrant dividing urban develop- <br /> <br />ment into categories. <br /> <br />I <br /> <br />The actual cash value for single family residential structures averaged <br /> <br />I <br /> <br />$27,700 for a one-story structure with basement; $27,500 for one-story, no <br /> <br />basement; $33,400 for a two or more story with basement; and $34,600 for a <br /> <br />I <br /> <br />two or more story, no basement. <br /> <br />The actual cash value for two to four family residential structures <br /> <br />I <br /> <br />ranged from $36,000 for a one-story structure with basement to $58,900 for <br /> <br />I <br /> <br />a two or more story structure, with no basement. The actual cash value <br /> <br />for all other residential structures averaged $74,100 for a one-story <br /> <br />Ie <br /> <br />structure with basement; $40,700 for a one-story, no basement; $145,100 <br /> <br />for a two or more story with basement; and $157,500 for a two or more story <br /> <br />I <br /> <br />no basement. <br /> <br />I <br /> <br />Figures 13, 14, 15. 16. 17. 18, & 19 show depth-damage curves that <br /> <br />tan be used for estimating structure damage within the Denver region and <br /> <br />I <br /> <br />Figures 20. 21. 22, 23. & 24 show uepth-damage curves that can be used for <br /> <br />~timating content damage. The 1974 FIA curves are given as a refernce, <br /> <br />I <br /> <br /><and where enough data existed, curves are presented for single family resi- <br /> <br />I <br /> <br />den'tial, 2-4 family residential, other residential, and non-residential, <br /> <br />based upon the October, 1975 through June, 1977 claim data. The curves were <br /> <br />I <br /> <br />~)'e fit with much emphasis given to very small flood depths (-1 to +2 feet). <br /> <br />I. <br />I <br /> <br />lFor struc'!:'ures with ~basements. uamages were assumed to be "0" when flood- <br /> <br />'Jat<e'rS are 3fee't 'Or 'IIIOre :below the first floor level and for structures <br /> <br />92 <br /> <br />I <br />