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Misc.Calculation Results Summary Scenario: Base >>>> Info: Subsurface Network Rooted by: 0-1 >>>> Info: Subsurface Analysis iterations: 1 >>>> Info: Convergence was achieved. CALCULATION SUMMARY FOR SURFACE NETWORKS Label Inlet Inlet Depth Total Total Capture 0.00 Type 0.00 0.00 0.00 0.00 Intercepted Bypassed Efficiency 0.00 0.00 0.00 0.00 0.00 ----------- 0.00 -- - - - - -- Flow Flow (�) (ft /s) Upstream Downstream I -6 23.73 296.75 (cfs) (cfs) ------ - - - - -- - - - - - -- I -8 --------- Generic - -- - -- Inlet ---------------- Generic - Default - - - -- 100% ------- - - - - -- 0.00 --------- - 0.00 100.0 I -7 ( Generic Inlet Generic Default 100% 0.00 0.00 100.0 I -6 Generic Inlet Generic Default 100% 0.00 0.00 100.0 I -5 Generic Inlet Generic Default 100% 0.00 0.00 100.0 I -2 Generic Inlet Generic Default 100% 0.00 0.00 100.0 I -1 Generic Inlet Generic Default 100% 0.00 0.00 100.0 I -4 Generic Inlet Generic Default 100% 0.00 0.00 100.0 I -3 ------------------------------------------------------------------------------- Generic Inlet Generic Default 100% 0.00 0.00 100.0 - - - - -- CALCULATION SUMMARY FOR SUBSURFACE NETWORK WITH ROOT: 0 -1 Gutter Gutter Spread Depth (ft) (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ----------- 0.00 -- - - - - -- Label Number ( Section Section Length Total Average Hydraulic Hydraulic Flow of Size Shape (ft) System velocity Grade Grade - - - - 293.00 Sections I -8 28.31 294.70 291.42 Flow (ft /s) Upstream Downstream I -6 23.73 296.75 292.09 I -5 14.92 I (cfs) 292.64 (ft) - -- (ft) ------- - - - - -� - - - - - -- P -9 ---- - - - - -- 1 --- - 36 - - - -- inch ------ ---- Circular -------- 170.13 -- - - - - -- 28.31 ---- - - - - -- 6.88 ----- - - - 291.42 290.69 P -8 1 36 inch Circular 38.17 28.31 5.76 291.78 291.52 P -7 1 36 inch Circular 117.59 23.73 5.12 292.09 291.78 P -6 l l 24 inch Circular 136.83 14.92 6.94 292.64 292.09 P -5 l l 24 inch Circular 26.13 9.11 7.60 292.73 292.64 P -4 1 24 inch Circular 36.36 9.11 6.29 293.08 292.70 P -12 1 18 inch Circular 29.78 2.94 5.42 294.05 293.63 P -3 1 24 inch Circular 182.53 6.17 4.04 294.98 294.38 P -11 1 18 inch Circular 106.18 2.94 4.11 294.65 294.14 P -2 l l 18 inch Circular 139.17 6.17 6.40 296.36 294.90 P -10 1 12 inch Circular 50.64 2.94 6.77 295.74 294.64 P -1 ----------------------------------------------------------------------------------------- 1 12 inch Circular 38.86 2.95 5.98 296.74 296.36 - - - - -- Label Total Ground Hydraulic System Elevation Grade Flow (ft) Line In (cfs) -- (ft) ----- - - - - -- -------------------- O -1 28.31 - - - - 293.00 I 289.00 I -8 28.31 294.70 291.42 I -7 28.31 295.07 291.78 I -6 23.73 296.75 292.09 I -5 14.92 I 298.25 292.64 J -4 9.11 298.68 292.73 J -3 I 9.11 298.75 293.08 J -2 2.94 298.80 294.05 J -1 6.17 300.00 294.98 I -4 2.94 298.55 294.65 Hydraulic Grade Line Out (ft) ------ - - - - -� 289.00 291.42 291.78 292.09 292.64 292.73 293.08 294.05 294.98 294.65 Title: Southwest Crossing at Bee Creek Project Engineer: Alton G. Rogers untitled.stm Gessner Engineering StormCAD v5.5 [5.5003] 05/28/05 04:24:08 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 1 of 2 Calculation Results Summary I -2 1 6.17 1 300.25 1 296.36 1 296.36 1 I -3 1 2.94 1 299.05 1 295.74 1 295.74 I -1 1 ------------------------------------------------ 2.95 1 299.90 1 296.74 I 296.74 - - - - -- Completed: 05/28/2005 04:23:13 PM Title: Southwest Crossing at Bee Creek Project Engineer: Alton G. Rogers untitled.stm Gessner Engineering StormCAD v5.5 [5.5003] 05/28/05 04:24:08 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1- 203 - 755 -1666 Page 2 of 2