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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 />II <br />I <br />I <br />I <br />I <br /> <br />TABLE OF CONTENTS (Continued) <br /> <br /> <br />SECTION VI - REFERENCES <br /> <br />SECTION VII . RAINFALL MEMORANDA AND RESPONSES <br /> <br />SECTION VIII- ELDORADO GAGE AND GROSS RESERVOIR INFORMATION <br /> <br />SECTION IX - SUPPLEMENTAL DEFINITIONS <br /> <br />FIGURES <br /> <br />Figure 11-1 Historical South Boulder Valley Topography. . . . . . . . . . . . . . .. 11-13 <br />Figure 111-1 Below Gross Area Reduction Factors ..................... 111-5 <br />Figure 111-2 South Boulder Creek Rainfall ........................... 111-6 <br />Figure 111-3 100.Year Design Storm ..................,....,...... 111-8 <br />Figure SCS vs. Horton for Infiltration CN = 45 ...................... IV-5 <br />Figure SCS vs. Horton for Infiltration CN = 55 ...................... IV-6 <br />Figure SCS vs. Horton for Infiltration CN = 60 ...................... IV-7 <br />Figure SCS vs. Horton for Infiltration CN = 65 ...................... IV-8 <br />Figure SCS vs. Horton for Infiltration CN = 70 ...................... IV.9 <br />Figure SCS vs, Horton for Infiltration CN = 78 ..................... IV-10 <br />Figure V-1 Gross Reservoir ...........,........................ V-3 <br />Figure V-2 SBC Upstream HWY 93 and Confluence Comparison .......... V-4 <br />Figure V-3 SBC at HWY 93 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. V-5 <br />Figure V-4 SBC - HWY 93 to HWY 36 ............................ V-7 <br />Figure V-5 West Valley Overflow HWY 93 to Flatirons Levee ............ V-8 <br />Figure V-6 West Valley Overflow at HWY 93 ....................... V.9 <br />Figure V-7 Total Stream Flow Arriving at HWY 36 . . . . . . . . . . . . . . . . . .. V-10 <br />Figure V-8 Spill from SBC to West Valley Downstream of HWY 36 ....... V-11 <br />Figure V-9 SBC from HWY 36 to the Wellman Ditch............. ..... V-12 <br />Figure V-1 0 SBe from the Wellman Ditch Downstream ............... V-14 <br />Figure V-11 West Valley Overflow - HWY 36 to Baseline ..,.........,. V-15 <br />Figure V.12 West Valley Overflow on Golf Course . . . . . , . . . . . . . . . . . ., V-16 <br />Figure V,12a Eldorado Gage Data and Comparative SWMM Model.. ...... V-18 <br />Figure V-13 Unit Discharges <br />Mountains above Gross Upstream Watershed to Element 8 . . . . . . .. V-21 <br />Figure V -14 Unit Discharges <br />Mountains below Gross to Element 48 . . . . . . . . . . . . . . . . . . . . . .. V-22 <br />Figure V.15 Unit Discharges <br />Foothills. Element 48 to Element 44 . . . . . . . . . . . . . . . . . . . . . . " V-23 <br /> <br />II <br /> <br />