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<br />T ABLES (Continued) <br /> <br />TABLE OF CONTENTS (Continued) <br /> <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 11-2 Historical Peak Discharges on South Boulder Creek <br />at Gaging Station Near Eldorado Springs . . . . . . . . . . . . . . . . " 11-10 <br />Table 111-1 Watershed by Elevation Zone..... ....................... 111-1 <br />Table 111-2 Area Reduction Factors vs. Duration ...................... 111-4 <br />Table 111-3 Percent of Concurrent Storms and Rainfalls of Quartile 1 <br />for the Front Face Rockies (South) ...................... 111-" <br />Table IV-1 Representative SCS Curve Number, <br />Soil Types, and Land Condition ......................... IV-3 <br />Table IV-2 SCS Curve Number and Comparable Horton's Infiltration <br />Parameters for South Boulder Creek 24 Hour Precipitation. . . . . . . IV-4 <br />Table V-1 CUHP and Base SWMM Model Comparison ................ V-22 <br />Table V-2 Principal Review of Representative Stream Flow Parameters .... V-30 <br /> <br />APPENDICES <br /> <br />APPENDIX A <br /> <br />UDSWMM Models <br />10-Year <br />50-Year <br />100-Year <br />500-Year <br /> <br />APPENDIX B <br /> <br />Drawing No. 1 <br />Drawing No. 2 <br />Drawing No.3 <br />Drawing No.4 <br />Drawing No. 5 <br />Drawing No.6 <br />Drawing No.7 <br /> <br />Drawing No.8 <br />Drawing No.9 <br />Drawing No. 10. <br />Drawing No. 11. <br /> <br />Index and Overall Watershed Map <br />Upper Watershed and Model <br />Upper Watershed and Model <br />Enlarged Watershed and Model - Highway 93 <br />Enlarged Watershed and Model - Highway 93 and Highway 36 <br />Enlarged Watershed and Model - Highway 36 <br />Enlarged Watershed and Model - Foothills Pkwy., Wellman, and <br />Baseline Rd. <br />Enlarged Watershed and Model - Highway 93 <br />Model Detail - Highway 93 and Baseline Splits <br />Model Detail - Highway 36 Splits <br />Model Detail - Wellman Splits <br /> <br />iv <br />