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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 1 <br />DESIGN 100-YEAR RAINFALL PATTERN <br /> <br />In this equation L is the basin lenqth (mi), Lca is the distance from the <br />outlet to the centroid of the basin (mi) and So is the basin slope as <br />calculated from Figure 3. The measured slope as shown in Figure 3 was <br />found utilizing the following equation: <br /> <br /> ------- <br />Time % of Depth Time % of Depth <br />(Min. ) 1-Hr. Depth ( In. ) (Min. ) I-Hr. Depth (In. ) <br />5 1 .03 65 4 .10 <br />10 3 .08 70 2 .05 <br />15 4.6 .12 75 2 .05 <br />20 8 .21 80 1.2 .03 <br />25 14 .36 85 1.2 .03 <br />30 25 .64 90 1.2 .03 <br />35 14 .36 95 1.2 .03 <br />40 8 .21 100 1.2 .03 <br />45 6.2 .16 105 1.2 .03 <br />50 5 .13 110 1.2 .03 <br />55 4 .10 115 1.2 .03 <br />60 4 .10 120 1.2 .03 <br />I-Hr. Depth ~2.57 in. 2-Hr. Depth = 2.97 in. <br /> <br />0.24 0.24 0.24 4.17 <br />(L1S1 +L2S2 +....+LnSn ) <br />---~-- <br /> <br />S = <br /> <br />L1+L2+L/... .Ln <br /> <br />The val ues of L, Lca and S were determi ned from a topograph ic map for <br />each of the subareas used in the study. The peaking parameter Cp which is <br />a 1 so ut il i zed in the CUHP computer program was found us i n9 the fa 11 owi ng <br />equation: <br /> <br />0.15 <br /> <br />Cp = PCtA <br /> <br />Where Ct ~ Coefficient from Fig. 1 <br />P ~ Peaking parameter from Fig. 2 <br />A ~ Basin Area in sq. mi. <br /> <br />The percent imperviousness needed for finding Ct and Cp was estimated <br />using a composite building density versus percent imperviousness for <br />Arapahoe County shown in Figure 4 on a semi-log scale. The housing density <br />was determined from the proposed Development Plan for Highlands Ranch which <br />includes the Marcy Gulch drainage area and closely approximates the housing <br />density vs. percent imperviousness for Arapahoe CQunty. For development <br />such as commercial business, industrial or school sites, or for areas of <br />housing densities greater than 5 units per acre, percent imperviousness was <br />estimated by analyzing individual site plans for such areas and/or similar <br />existing developments. The Planned Community District Development Guide <br />for the New Town of Highlands Ranch comprehensive plan calls for a minimum <br />of 10% of industrial and commercial areas to be landscaped, which relates <br />to an impervious factor of approximately 90%. Adjacent subdivisions for <br />similar type development have been using an impervious factor of 80%. For <br />purposes of CUHP runs for Marcy Gulch, an impervious factor of 85% was <br />used. An impervious factor of 5% was used for open space. <br /> <br />The time to peak parameter utilized in the CUHP computer program was found <br />USing the following relationship: <br /> <br />Ct Computer = (Ct(Fig. 1) <br /> <br />(L Lca) 0.18 <br />(5) .24 <br />o <br />