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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 />TABLE V <br /> <br />ESTIMATED AVERAGE ANNUAL DAMAGE <br />AND PRESENT WORTH (50 YRS. @ 7%) <br />EXISTING CHANNEL CONDITIONS <br /> <br /> REACH AVG. ANNUAL DAMAGE PRESENT WORTH <br />1. S. Platte to R.R. <br /> Tracks $ 19,800/yr. $ 275,000 <br />2. R.R. Tracks to <br /> Windermere Street 610 8,500 <br />3. Windermere Street to <br /> Datura Street 47,000 650,000 <br />4. Datura Street to <br /> Powers Park 61,000 850,000 <br />5. S. Trib. Confluence <br /> to Datura Street 245,000 3,382,000 <br /> Total $373,410/yr. $5,165,500 <br /> <br />The accumulated present worth of flood damage, characteristic <br />of the Slaughterhouse Gulch channel, is graphically shown in <br />Figure 6, Accumulated Flood Damage. The curve entitled exist- <br />ing channel condition represents the accumulated present worth <br />of the average annual damage which would occur through the <br />study area over a fifty-year period without changing the exist- <br />ing channel conditions. Improving the channel magnitude indi- <br />cated by the next lower line. The same is true for the 5, 10, <br />and 100-year improvements. With a 100-year design, all damages <br />would be eliminated and the total benefit derived would be the <br />present worth of flood damages presently associated with the <br />existing flood plain. As these curves represent damages, <br />Figure 7, Accumulated Flood Benefits, represents the benefits <br />which would be recognized if improvements or control actions <br />were implemented on the gulch. These benefits represent the <br />reduction in potential damage from the existing channel condition. <br /> <br />V-3 <br />