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<br /> --- --- --------- <br />I . <br /> . TABLE 2 <br /> HYDROLOGY SUM~~RY <br /> . Design CCf 1100 QT <br /> Basin Location of Design Point Point A .JL <br /> - <br /> . I Intersection of U.S. Hwy 1 104.8 0.2 0.85 20 20 <br /> Nos. 160 & 285, & Trailer <br /> . Court in northwestern <br /> pa rt of town <br /> Intersection of Market St. 2 78.1 0.4 0.65 25 50 <br /> . & U.S. Hwy Nos. 160 & 285 Flow diverted across highway <br /> Intersection of Pike Ave. 3 100.9 0.5 0.62 40 85 <br /> & U.S. Hwy Nos. 160 & 285 <br /> . Intersection of Edgemont 4 96.9 0.55 0.55 40 125 <br /> Blvd. & U.S. Hwy Nos. 160 <br /> & 285 <br /> . Intersection of Richardson 5 62.7 0.55 0.52 20 145 <br /> Ave. & U.S. Hwy Nos. 160 <br /> & 285 <br /> . Intersection of La Veta 6 85.9 0.3 1.17 40 80 <br /> Ave. & 6th St. <br /> . II Upper Craft Drive 1 35.6 0.2 1.18 10 10 <br /> Lower Craft Drive 2 11.7 0.2 1.68 5 5 <br /> . Area bounded by Clark St., 3 165.9 0.43 2.6 230 230 <br /> Oliver Ave. & Wolf St. <br /> La Veta Lift Station Area 4 120.0 0.45 2.35 160 160 <br /> . III Flow into southern bound- 151.0 0.45 2.25 190 190 <br /> ary of Cole Parkway <br /> . Intersection of La Due 2 97.6 0.45 1. 94 105 300 <br /> Ave. & 6th St. <br /> . V Flow at corner of 11th 1 93.2 0.45 3.4 180 180 <br /> & San Juan Sts. <br /> Intersection of State Ave. 2 43.5 0.45 2.34 60 235 <br /> . & Hickory-Jackson Ditch <br /> Flow into low areas off 14th 3 147.0 0.45 3.06 255 255 <br /> St. next to Hickory-Jackson <br /> . Ditch <br /> Intersection of Airport 4 58.0 0.4 3.28 95 95 <br /> Road & 12th St. <br /> . Intersection of Hickory- 5 29.0 0.3 1.40 15 15 <br /> Jackson Ditch & South <br /> Ri ver Road <br /> . 1100 = 100-year rainfall intensity <br /> A = Area Cf = 1.25 CCf = 1.0 max <br /> I -l5- <br /> -- ------ - <br />