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i• <br />File: J:\OOJOBS\003-2166\8-isubmittal\MB2RF'X 8/1/00, 4:41:32PM <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\MB2RF' User: BILL PATTERSON <br />(modified by T. Cazier) <br />Date: OB-O1-2000 Time: 16:26:54 <br />MB2R-12/11/97 (revised 10/3/99) <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />ELEVATION-AREA-CAPACITY-DISCHARGE TABLE <br />J8, Bl, 52 <br />MB-2R <br />Drainage Area from J5, B1, S2, SWS (s)1: 0.0 acres <br />Total Contributing Drainage Area: 94.7 acres <br />SW#1: Perforated Riser <br />SW#2: Emergency Spillway <br />~J <br />J <br />/ 11 <br />1 <br />Elev Stage Area Capacity Discharge <br />(f t) (ac) (ac-ft) (cfs) <br />- <br />6100 <br />.00 <br />0 <br />.00 --- <br />0. ---- <br />57 ---- <br />0 - --- <br />.00 <br />6102 .00 2 .00 0. 62 1 .19 <br />6102 .31 0 .00 0. 63 1 .38 <br />6102 .50 0. 19 0. 64 0. 12 <br />6103 .00 0. 69 0. 65 0. 45 <br />6103 .50 1. 19 0. 67 0. 78 <br />6104 .00 1. 69 0. 69 1. 12 <br />6104 .50 2. 19 0. 71 1. 47 <br />6105 .00 2. 69 0. 72 1. 82 <br />6105 .50 3. 19 0. 74 2. 19 <br />6106 .00 3. 69 0. 76 2. 57 <br />6106 .50 4. 19 0. 78 2. 95 <br />6107 .00 4. 69 0. 80 3. 35 <br />6107 .50 5. 19 0. 83 3. 76 <br />6106 .00 5. 69 0. 85 4. 18 <br />6108 .50 6. 19 0. 87 4. 61 <br />6109. 00 6. 69 0. 89 5. 05 <br />6109. 50 7. 19 0. 92 5. 50 <br />6110. 00 7. 69 0. 94 5. 97 <br />6110. 50 8. 19 0. 96 6. 44 <br />6111. 00 0. 69 0. 98 6. 93 <br />6111. 40 9. 09 1. 00 7. 32 <br />6111. 50 9. 19 1. 01 7. 43 <br /> <br />0.00 Top of Sediment Storage (0 Stage) <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />a.oo <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 Low Orifice of SW#1~ <br />0.30 <br />Page: <br />