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4.5-6 <br />TABLE <br />MUNGER CREEK HYDRAULIC GEOMETRY FOR VARIOUS RECURRENCE INTERVAL FLOODS <br /> Drainage <br /> Area Discharge (cfs) Depth (ft) Width (ft) <br />Location (sq.mi.) ear ear ear T6~ear -5 ear ear ear ear ear <br /> <br />SECTION A <br />Upstream from mouth <br />of Munger Creek <br />tributary draining <br />Munger mine water- <br />shed 1.3 72 107 124 1.4 1.8 1.9 9.6 10.2 11.1 <br />SECTION B <br />Munger Creek below <br />confluence with <br />tributary draining <br />Munger mine water- <br />shed 6.2 218• 325 376 2.1 2.6 2.8 22.2 24.7 26.3 <br />SECTION C <br />Munger Creek at 30" <br />culvert between <br />Sections B and D 6.3 220 328 380 3.3 4.0 4.3 15.5 18.0 19.1 <br />SECTION D <br />Munger Creek at <br />upstream end of waste <br />rock disposal site <br />(discharges computed <br />for downstream end) 6.5 225 336 389 2.7 3.2 3.4 21.9 23.5 24.4 <br />SECTION E <br />Munger Creek at down- <br />stream end of waste <br />rock disposal site 6.5 225 336 389 2.8 3.4 3.6 15.9 18.1 18.7 <br />