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vo ~. ~ -a <br />Gxh.~ <br />T,~b 3.: / <br />..CULVERT DESIGN SPECIFICATIONS <br />• <br />999 <br />CULVERT DIAMETER FLOW FLOW CALCULATED <br /> (inches) H/D = 1.5 <br />(cfs) H/D = 1 <br />(cfs) FLOW IN ENTIRE <br />DITCH (cfs) FLOW IN CULVERT <br />(cfs) <br />B-10 12 3.25 2.1 - 1.66 <br />B-11 18 7.5 5.5 - 3.5 <br />D-1-A 24 19.5 11.9 13.8 16.1 <br />D-1-8 24 19.5 11.9 13.8 16.1 <br />D-1-C 24 11.2 7.4 13.8 13.9 <br />D-1-D 36 53.8 32.6 23.2 24.8 <br />D-2-A 18 7.5 5.5 5.1 _ <br />D-2-B 18 7.5 5.5 5.1 _ <br />D-2-C 18 7.5 5.5 5,1 _ <br />D-2-D 18 7.5 5.5 5.1 _ <br />D-2-G 18 7.5 5.5 5.1 _ <br />D-2-H 18 7.5 5.5 5.1 - <br />D-3-B(1) 2-36 100 64 5g.1 _ <br />D-3-A 48 100 73 44.9 - <br />D-3-A(1) 48 100 73 44.9 - <br />D-4-E 24 16.5 12 g,3 _ <br />D-4-F 18 7.5 5.5 Minimal - <br /> <br />~~-B 15 5.5 4 2,g _ <br />E-1-A 25 19.3 11.4 23.39 23.49 <br />E-1-B 8 0.7 0.1 0.1 0.1 <br />E-2-A 15 6 5.6 8.95 9.06 <br />E-2-B 21 13 8.8 8.95 8.95 <br />E-2-C _-- 21 13 8.8 8.95 8.95 <br />F-1-A 18 7.5 5.5 6.8 3.4 <br />F-2-A 18 %.5 5.5 7.5 3.4 <br />F-2-B 24 16.5 12 7.5 - <br />F-3 12 3.25 2.1 - 0.14 <br />F-4 12 3.25 2.1 - 1.5 <br />G-1-A 42 70 52 44' _ <br />G-1-B 60 100 73 44' - <br />G-3-A 24 16.5 12 3 _ <br />NPDES 36 47 34 3 - <br />PM BAY 12 3.25 2.1 - 0.14 <br />RDA-2(4) 18 30 22 16.9 4.22 <br /># 7N-C1 12 3.25. 2.1 - 1.63 <br /># 7N-C2 18 7.5 5.5 - 7.2 <br /># 7N-C3 24 16.5 12 - 3.96 <br />I-C4 18 7.5 5.5 - 4.88 <br />.,J-C5 12 3.25 2.1 - 1.71 <br />' G-2 and G-1 (A)(B) <br />"Only Bathhouse Area TAB 3.1, PG 1 <br />• <br /> <br /> <br />Permit Renewal No. 3 <br />F(lq MFgl V <br /> <br />11/1/99 <br />