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Application Files_85048_pg0379
1 Hydrograph Return Period Recpflow Hydrographs Extension for AutoCADS Civil 3D®2012 by Autodesk,Inc.v9 Hyd. Hydrograph Inflow Peak Outflow(cfs) Hydrograph No. type hyd(s) Description (origin) 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr 1 SCS Runoff - 1.519 2.930 3.989 5.519 6.939 8.411 Direct to Sullivan Avenue 2 SCS Runoff - - 2.957 - 3.953 4.613 5.488 6.250 7.009 Sullivan Avenue Drainage West 3 SCS Runoff - 6.870 - 8.045 9.492 11.41 13.08 14.75 C.B.#48 4 SCS Runoff - - 0.569 - 0.733 0.842 0.986 1.113 1.240 Swale#1 to Basin#1 5 SCS Runoff - 1.438 1.851 2.126 2.492 2.812 3.132 Swale#2 to Basin#1 6 SCS Runoff - 1.617 - 2.082 2.392 2.804 3.164 3.523 Swale#2 to Basin#2 7 SCS Runoff - 2.127 - 2.738 3.145 3.686 4.159 4.632 Swale#3 to Basin#2 8 SCS Runoff 2.516 - 3.239 3.721 4.361 4.921 5.481 Swale#4 to Basin#2 9 SCS Runoff - - 1.737 2.237 2.569 3.011 3.398 3.784 Swale#1 to Basin#2 10 SCS Runoff -- 1.681 - 2.709 3.446 4.466 5.380 6.307 Overland to Basin#1 11 Combine 3,4,5, - 9.193 - 12.83 15.28 18.59 21.49 24.41 To Basin#1 10 12 SCS Runoff - - 0.981 - 1.299 1.510 1.789 2.032 2.274 CB#47 13 SCS Runoff - -- 0.756 - 1.106 1.344 1.663 1.944 2.226 CB#45 14 SCS Runoff -- 0.667 -- 1.036 1.293 1.644 1.956 2.270 CB#44 15 SCS Runoff - 0.892 - 1.336 1.642 2.055 2.419 2.784 CB#43 16 SCS Runoff - 0.109 - 0.211 0.287 0.397 0.499 0.605 CB#46 17 Combine 12, 13,14, 3.080 4.565 5.590 6.981 8.213 9.453 East of Basin#2 15, 16 18 Combine 6,7,8, - 7.997 -- 10.30 11.83 13.86 15.64 17.42 West of Basin#2 9, 19 SCS Runoff - - 0.347 - 0.559 0.711 0.922 1.111 1.302 Overland to Basin#3 20 SCS Runoff 3.744 4.820 5.536 6.490 7.323 8.156 Swale#1 to Basin#3 21 SCS Runoff - 1.977 - 2.545 2.923 3.427 3.867 4.306 CB#42 22 Combine 19,20,21 - 5.992 - 7.819 9.043 10.68 12.12 13.55 To Basin#3 23 SCS Runoff 0.659 0.848 0.974 1.142 1.289 1.435 CB#40 24 SCS Runoff - 4.380 - 5.641 6.480 7.596 8.572 9.547 CB#41 25 SCS Runoff - 0.749 - 0.964 1.107 1.298 1.465 1.631 CB#39 26 SCS Runoff 1.557 - 2.080 2.426 2.885 3.284 3.682 CB#38 27 SCS Runoff - - 0.753 - 1.868 2.784 4.156 5.465 6.862 Overland to Basin#4 28 Combine 23,24,25, - 7.070 - 9.664 11.59 14.28 16.72 19.22 To Basin#4 26,27 29 SCS Runoff 4.681 6.639 7.955 9.713 11.25 12.78 Stormceptor#2 30 SCS Runoff - 4.245 - 5.832 6.889 8.292 9.514 10.73 To Forebay 31 SCS Runoff - - 4.088 - 5.499 6.434 7.674 8.753 9.828 Stormceptor#1 32 SCS Runoff -- 1.059 - 1.437 1.689 2.022 2.312 2.601 Entry Drive 33 SCS Runoff - 2.751 - 4.842 6.360 8.493 10.47 12.49 Overland to Basin#6 34 Combine 29,30,31, 14.81 21.55 26.18 32.47 38.03 43.64 To Basin#6 32.33 Proj. file: Proposed 2012 0217.gpw Thursday, 00 16, 2012