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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: ACZ, INC. <br />Filename: J:\891\SEDCAD\TAYLR100 User: D. Gleason <br />Date: 09-09-1998 Time: 09:39:16 <br />East Taylor Pond (4/97 Post Mine Topography) 100 Yr <br />Storm: 2.80 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE <br />-Hydrology- <br />Base- Runoff Peak <br />JBS SWS Area CN UHS Tc K X Flow Volume Discharge <br />(ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) <br />111 1 169.90 52 M 0.143 0.140 0.419 0.0 1.26 2.13 <br />111 2 95.90 43 M 0.107 0.015 0.403 0.0 0.01 0.07 <br />111 3 57.60 86 M 0.121 0.041 0.398 0.0 7.16 88.38 <br />111 4 12.60 59 M 0.067 0.000 0.000 0.0 0.25 2.59 <br />Type: Null Label: Taylor Trib. 63+00 <br />111 Structure 336.00 8'69 <br />--------------------------------------------------------- 8.69 91.00 <br />111 Total IN/OUT 336.00 ____ __J________________~^__ <br />• ==_==1-_-__---^---==35.80===52^-M -=0.154 0.100^0.415==__0.0----0.27 0.45 <br />1~~ 2 68.40 86 M 0.073 0.047 0.406 0.0 8.51 104.95 <br />121 3 9.90 59 M 0.124 0.000 0.000 0.0 0.20 2.04 <br />Type: Null Label: West Pit Ditch 0+00 <br />121 Structure 114.10 8.97 <br />--------------------------------------------- <br />----------------- <br />8.97 106. <br />121 Total IN/OUT 114.10 <br />211 1 _ 48.00 rT59 M 0.189) 0.232 0.407 0:0 0.95 4.97 <br />211 2 52.40 43 M 0.057 0.211 0.408 0.0 0.01 0.04 <br />211 3 329.00 52 M 0.414 0.000 0.000 0.0 2.45 3.64 <br />211 4 39.10 52 M 0.118 0.000 0.000 0.0 0.29 0.64 <br />Type: Null Label: East Taylor Pond <br />211 Structure 468.50 21.36 <br />------------------------------------------ 21.36 184.91 <br />---- <br />211 Total IN/OUT 918.60 <br />__________________________ <br />111 to 211 Routing _ J 0.218 0.412 <br /> <br />Exh. 7-14C Revision Date: 7/25/06 <br />4 Revision No.: TR-63 <br />