2003-10-14_REVISION - M1992069 (3)

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• North Eogleview Regimal Drainage Channel Fnal Otaian - Modifv Eaaleview Pond soiliww flume over #3 Ditch BBcfs 100 yr storm XP-SWMM RUN gev3-100.x0 ~. Larson Dn/ 25 .93 / CBC Apron/ 34. 00 / CBC Rock/ 50. 00 / %3FC5/ 4 .99 / F CBCI 10 .00 f R3-6J 40 .97 J • ~. Bunn 2/ 31 .37 / Bunn 3/ 31. 96 / Bunn 4/ 31 .20 / ~ PSpilll-a/ 94 .12 / PndSp i112/ 16. 21 / /3-4/ 46. 10 / • $3 Spill/ 16 .14 / PSpilll-b/ 32. ]6 / PSpilll-c/ 23. 52 / ) $3-7! 23 .43 1 $3-8/ 20. 17 • ~ Junction/ EGL Pit 0+31/ 2 .20 / RR bridge/ 1. 16 / A317 Epple/ 1. 31 / • _ B/CBC up/ 2 .44 / B/CBC dn1 3. 62 / Pond 321/ ]. 14 ' Weir/ 3 .92 / Pontl Fill/ 3. 39 / %3-177/ 3. 92 / Bn 21+26/ 1 .50 / F CBC 1+B1/ 0. 74 / 221 Drop/ 2. 72 / ~ - • ~ CBC Drapl/ $3 FCS Up/ 4 3 .55 / .92 / CBC Drop2/ %3 FCS Dn! 4. 3. 59 / 10 1 Outlet Box/ F CBC 0+911 0. 0. 00 88 / / ~ tl3-1]6/ 3 .07 / Bn17+50/ 3. 32 / Bn14+00/ 3. 12 / • en7+50/ 1 .17 / Bn23+23/ 0. 00 / Spi1123+41/ 0. 06 / i Bn29+03/ 9. .31 / Bn23+50/ 0. 73 / Bn23+75/ 0. 60 / • , 13-175/ 2 .99 / /3-170/ 3. 01 / ~ Junction/ Freebo a rtl . Pit 0+31/ 4 .94 / RR bridge/ 4. 97 / $31J Epple/ 11. '13 / B/CBC up/ 5 .93 / B/CBC tln/ 3. 46 / Pond 321/ 3. 96 / .-. Weir/ 5 .10 / Pond Fill/ 9. 70 / $3-177/ 6. 19 / Bn 21+26/ 4 .61 / F CBC 1+81/ 5. 79 / 221 Orap/ 6. 82 / • ~ CBC Dropl/ 3 .46 / CBC Drop2/ 3. 46 / Outlet Box/ 10. 64 / $3 FCS Up/ 5 .19 / A3FC$ Dn/ 5. 95 / F CBC 0+91/ 5. 97 / $3-176/ 9 .97 / Bn]J+50/ 6. 72 / Bn19+00/ 5. 59 / • Bn7+50/ 3 .90 / Bn23+23/ 3. 65 / Spi1123+91/ 5. 19 / / Bn29+03/ 3 .69 / Bn23+50/ 3. 69 / Bn23+75/ 3. 55 / /3-175/ 5 .23 / $3-1]0/ 5. 08 / Junction/ Max Vol ume J) Pit 0+31! 3436526 .90 / RR bridge/ 19. 70 / $317 Epple/ 57. 02 / • B/CBC up/ 61 .52 / B/CBC tln/ 75. 94 / Pond 321/ 1909383. 30 / ~ Weir/ 52 .00 / Pond Fill/ 51. 83 / R3-177/ 52. 80 / Bn 21+26/ 54 .70 / F CBC 1+81/ 56. 40 / 221 Drop/ 50. 19 / • CBC Drop1/ 87 .12 / CHC Drop2/ 00. 21 / Outlet Box/ 0. 00 $3 FCS Up/ 52 .10 / $3 FCS Dn/ 38. 55 / F CBC 0+91/ 39. 51 / • l $3-176/ 42 .45 / Bn17+50/ 53. 73 / en19+00/ 96. 97 / l Bn]+50/ 99 .69 / Bn23+23/ 33. 66 / Spi1123+g1/ 9. 31 / . Bn24+037 75 .18 / Bn23+50/ 35. 48 / Bn23+75f 31. 52 / a - $3-1]5/ 41 .01 / $3-170/ 41. 00 / Junction/Total Fldng l Pit 0+31! 0 .00 J AA bridge! 0 .00 / $317 Epp lef 0. 00 / B/CeC up/ 0 .00 / e/CBC dn/ 0 .00 / Pond 321/ 0. 00 / Weir/ 0 .00 / PondFill/ 0 .00 / $3-177/ 0. 00 / en 21+26/ 0 .00 / F CBC 1+01/ 0 .00 / 221 Drop/ 0. 00 / CBC Dropl/ 0 .00 1 CBC Drop2) 0 .00 1 Outlet Hox/ 0. 00 / $3FC5 Up/ 0 .00 / A3 FCS Dn/ 0 .00 / F CBC 0+91/ 0. 00 / $3-176/ 0 .00 / 0n17+50/ 0. 00 / Hn14+00/ 0. 00 / Bn7+50/ 0 .00 / Bn23+23/ 0. 00 / Spi1123+91/ 0. 00 / ~I Bn29+03/ 0 .00 I Bn23+501 D. 00 / Bn23+751 0. 00 / $3-175/ 0 .00 / $3-170/ 0 .00 / - ~ ` Conduit/ Cross Sectional Area Outfall/ 25 .14 / Larson Up/ 22 .50 / B CBC/ 15. 58 / Pond Inlet/ 907. 81 / Bunn 1/ 26. 17 / $3-3/ 112. 62 / A3-2/ 112. 93 / 10"Fill/ 1. 79 / Chan F-Pit/ 25. 40 / Larson Dn/ 20. 48 / CBC Apron/ 123. 24 / CBC Rock/ 228. 23 / $3FC5/ 18 .27 / F CBC/ 7 .04 / $3-6/ 90. 91 / % Bunn 2/ 25 .97 / 8u nn 3/ 2]. 87 / Bunn 4/ 25. 03 / PSpilll-a/ 15. 30 / PndSp i112/ 13. 88 / A3-4/ 113. 36 / $3 Spill/ 9. 58 / PSpilll-b/ 19. 33 / PSpilll-c/ 12. 16 / /3-7/ 57 .59 / A3-0/ 95 .41 / Conduit/ Final Volume ~ Outfall/ 5028. 77 ! Larson Up/ 51112. 25 / B CBC/ 2897, 43 / ~ Pond Inlet/ 163124 .37 / Bunn 1/ 9842 .95 / tl3-3/ 7883. 14 / ~ $3-2/ 97092 .91 / 18"fill/ 143 .07 / Chan F-Pit/ 1511. 16 / ~ Larson Dn/ 6880. ]5 / CBC Apron/ 3697. 2fi / CBC Rock/ 6846. 96 / k3FCS1 1205 .76 / F CBC( 1900. 32 / tl3-6/ 15455. 46 / Bunn 2/ 9089 .52 / eu nn 3/ 18115 .80 / Bunn 9/ 19242. 50 / PSpilll-a/ 958. 99 / PndSpi112/ 2739 .69 / A3-4/ 3400. 92 / tl3 Spill/ 2059 .58 / PSpilll-b/ 930. 09 / PSpilll-c/ 364 J9 / $3-l/ 45954 .88 / $3-e/ 149630 .31 / Con tlu it/ Hydraul ic Radius ~~ Ou tfa ll/ 1. 18 / Larson Up/ 0. 83 / B CBC/ 1. 31 / `~ Pond Inlet) 3. 04 / Bunn 1/ 0 .80 ! R3-3J 2 .38 1 ' Model "gev3-100.xp" 1 Page 27 of 36