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~~~ , <br />M/N/MUM <br />FR£EB04R0. 0.30 FT. <br />D <br />I 1 <br />3 3 <br />F+- B <br />!!! ~ '~ <br />TYPICAL SECTION ~~ <br />/No! to sco/s/ , '~ ~` <br />,. <br />j~~l, ~ <br />2 / <br />i <br />? ~'I• <br />NR - NOT REOUIP£D <br />// Uenns/ r/opsr rare meesure0 /rom /Ae Rse/o/mes Topogropb) 8990/ <br />B BOnA RN~ote Nop. <br />2/ Bollom r/O/AS rare ob/o/n0~e Irom Me Opsraliny P/an can/Dined <br />N !be RockcesN~ Permi/ Oocumenl. <br />PERMANENT DITCH DESIGN SUMMARY <br />F/GORE / <br /> FLOW CHANNEL CHANNEL BOTTOM FLOW FLOW RIPRAP DRAINAGE <br />PIT gTCH SECTION RATE. 0 SLOPE LENGTH WIDTH, 8 DEPTH, D VELOCITY DIAMETER AREA <br /> ICFSI 1%1 iFT.I IFT.1 IF T.1 IFPSI DSO UN1 IACRE 5) <br />2 2-I 4 1.17 11.55 p1,030 2.0 0.14 i.d NR 5.84 <br /> B 1.17 S.I r1q 390 2.0 0.18 2.6 NR 5.84 <br /> 2-2 A 5.99 13.3 430 2.0 0.33 6.0 9.2 19.13 <br /> B 3.99 I.I 890 2.0 0.62 2.4 NR 19.13 <br />4 4-1 A IB.S6 O.S 1.000 2.0 1.28 2.5 NR 36.85 <br /> B I8.S6 5.2 W-1 383 3.5 0.61 S.6 6.3 36.85 <br /> C IB.S6 I.S 340 3.5 0.84 3.6 NR 36.65 <br /> 4-2 A 26.45 8.9 v.,1 450 3.5 0.64 7.6 12.0 48.97 <br /> B 26.x3 5.0 1,000 3.5 0.75 6.2 7.a s8.97 <br /> C 26.45 13.Osw P 768 3.S 0.38 8.7 16.3 48.97 <br /> D 26.43 6.8 rt~ BIO 3.5 0.69 6.9 9.6 48.97 <br /> E 26.45 I.B 280 3.5 0.97 4.3 NR 48.97 <br /> F 26.45 7,8Nr 320 3.5 0.66 7.2 10.8 48.97 <br />S S-1 A 1.55 IS.B s/ r/ 475 2.0 0.15 4.2 NR 8.30 <br /> B 1.53 7.7 ~ ' 630 2.0 0.18 3.3 NR 8.30 <br /> S-2 A 1.10 7.7 ', I 640 2.0 O.IS 2.9 NR 5.89 <br /> S-3 ~A~ 3.17 4.2 715 3.S 0.24 3.0 NR 4.48 <br />6 6-1 A 2.22 O.S 780 2.0 0.46 1.4 NR 11.90 <br /> B 2.22 10.45~ P 240 2.0 0.21 4.1 NR 11.90 <br />~ <br /> 6-2 A 0.61 20.0 aC P 200 2.0 0.08 3.3 NR ~3.29 <br /> (~ 0.61 3.4 390 2.0 0.14 I.8 NR 3.29 <br />S/6 36-I A 17.00 3.0 950 2.0 0.81 4.7 NR 103.10 <br />~s <br />