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<br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br /> <br />A <br /> <br />A <br /> <br />CENTRAL CITY MASTER DRAINAGE STUDY <br /> <br />32 <br /> <br />SECTION 7. ECONOMIC ANALYSIS <br /> <br />Economic analyses for drainage can be very complex. Many factors <br />are considered, in addition to real property value, such as the <br />value of lost lives, lost wages, lost commercial income, cost of <br />detour driving while streets are flooded, cost of time while <br />driving that detour, increased exposure to accidents while <br />driving the (longer) detour, etc. can be considered. <br /> <br />In the cases of Eureka and Nevada Gulches, however, a simplified <br />approach considering only building damage is sufficient to <br />demonstrate the benefit created by expenditure of publ ic funds <br />for drainage construction. This simplified analysis is <br />particularly well suited to Central City because of the valuable <br />historical buildings that are in the path of flooding, the <br />inadequate major drainage system and the relatively low cost of <br />construction. The approach accounts for probabilities associated <br />with levels of flooding and annualized risk of damage to property <br />associated with those probabilities. <br /> <br />Table 7.1.1 is a partial list of buildings that are in the path <br />of flooding as defined by CWCB (1987). The total assessed values <br />of buildings subject to flooding is $4,293,200 and $1,343,800 for <br />Eureka and Nevada Gulches , respectively (Nights of Phythias is <br />counted in both Eureka and Nevada Gulch totals1. <br /> <br />Damage to real properties was calculated for the following <br />conditions: <br /> <br />1. overtopping the Opera House flume causes street <br />flooding, <br /> <br />2. street flooding recurrence intervals for existing and <br />improved conditions are 2.6 and 13 years, respectively, <br /> <br />3. street flooding causes five percent damage to <br />structures and contents (this is generally modeled <br />after Federal Emergency Management Agency data supplied <br />to the author by CWCB, that averages 6.3 percent damage <br />to structure and contents per foot of depth plus <br />velocity head), <br /> <br />4. double the assessed value to account for a higher-than- <br />assessed market value (e.g., the Golden Rose is <br />assessed at $283,000 and is presently on the market for <br />more than $750,000), <br /> <br />5. all buildings listed in Table 7.1.1 are inundated to a <br />depth of one foot (some buildings will be inundated <br />more, some less), <br /> <br />6. <br /> <br />no additional damage occurs <br />flooding (for simplicity <br />conservative results). <br /> <br />for greater depth of <br />of calculation and <br /> <br />HydroDynamics Incorporated <br />