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<br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />~. <br /> <br />'/ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Figure 3.7 - Goldsmith Gulch at East Yale <br />Avenue. Highwater marks upstream of road. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Figure 3.9 - Goldsmith Gulch at Iliff Pond <br />overflow structure. Highwater marks indicate <br />flow depth of about 0.5 feet over weir. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />ICON Englnee"i~g. Inc <br /> <br /> <br />Figure 3.8 - Goldsmith Gulch at East Yale <br />Avenue. Highwater marks in lost flow cell <br />indicate flowing near full capacity. <br /> <br /> <br />Figure 3.10 - Goldsmith Gulch at Easllliff <br />Avenue showing trash rack and open low flow <br />section at entrance to underground culvert <br />section. Culvert is about 2,OOOLF and <br />daylights north of East Evans Avenue. <br /> <br />7 <br />