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• Watershed Analysis Rule 2.06.5(2)(d) <br />I <br />Values of the Topographic Factor "LS" <br />Basin B - Proaosed (Flat-Ve etated <br /> Percent Slo e <br />Len h of Sloe 1 1.6 2 <br />400 0.2 0.3 0.31 <br />472 0.28 <br />500 0.21 ~ 0.3 0.33 <br />Values of the To o ra hic Factor "LS" <br />Basin B -Pro osed Stee <br /> Percent Slo e <br />Len th of Sloe 40 46.3 50 <br />700 33 41.8 47 <br />744 43.14 <br />800 36 44.8 50 <br />Values of the Topographic Factor "LS" <br />Basin B -Pro osed Flat-As halt <br /> Percent Slo e <br />Le th of Slo 1 1.6 2 <br />200 0.16 0.2 0.25 <br />250 0.23 <br />300 0.18 0.2 0.28 <br />Values of the To o ra hic Factor "LS" <br />Basin C - roved Stee Bench 2 <br /> Percent Sto e <br />Len of Slo 25 29.7 30 <br />120 6 6.3 9 <br />122 6.45 <br />130 7 7.2 9 <br />Values of the Topographic Factor "LS" <br />Basin C - roved Stee Bench 1 <br /> Percent Slo e <br />Len th of Sloe 30 34.3 40 <br />400 16 22.3 25 <br />408 22.52 <br />500 18 25.0 28 <br />Values of the Topographic Factor "LS" <br />Basin C -Pro osed Flat -Gravel <br /> Percent Slo e <br />Len th of Sloe 8 8.6 10 <br />200 1.4 1.8 2 <br />232 1.95 <br />300 1.8 2.2 2.4 <br />Values of the To ra hic Factor "LS" <br />Basin C - roved Stee Bench 1 <br /> Percent Slo e <br />Len h of Slo 25 28.5 30 <br />100 6 7.4 8 <br />105 7.40 <br />110 6 7.4 8 <br />Values of the To ra hic Factor "LS" <br />Basin C - roved Stee Bench 3 <br /> Percent Slo <br />Len h of S1o a 30 30.9 40 <br />100 8 8.5 13 <br />110 8.95 <br />120 9 9.5 14 <br />Values of the To o ra hic Factor "LS" <br />Basin C - A roved To of RSRDA <br /> Percent Slo e <br />Len th of Sloe 8 8.77 10 <br />200 1.4 1.6 2 <br />228 1.76 <br />300 1.8 2.2 2.4 <br />Values of the Topo- ra hic Factor "LS" <br />Basin C -Pro osed Stee -BENCH 1 <br /> Percent Slo e <br />Len th of Sloe 25 28.5 30 <br />100 6 7.4 8 <br />105 7.40 <br />110 6 7.4 8 <br />02/07 <br />PR-03 <br />A14-9-3 <br />