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C J <br />File: J:\OOJOBS\003-2156\OutputFiles\DNSSASXI 10/31/00, 11:14:20AM <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. A11 rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD3\2166\DNSSAS User: WDP (modified S revised by TAC) <br />Date: 10-31-2000 Time: 11:05:35 <br />North Soil Storage Area Sediment Pond <br />Stozm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------- <br />----------------------- <br />GENEAAL INPUT TABLE <br />_______________________ <br />_______________________ <br />Specific Gravity: 2.50 <br />Submerged Bulk Specific Gravity: 1.25 <br /> Particle Size Distribution(s): <br /> Size SMU#31 <br /> <br />__ (mm) <br />________ ~ Finer <br />_______________________________________ <br />__ <br />_ <br />________ <br />__ <br />4 _______ <br />.0000 _ <br />___ <br />__ <br />_________________________________________________________ <br />100.00 <br />2 .0000 99.00 <br />1 .0000 90.00 <br />0 .5000 88.00 <br />0 .2500 85.00 <br />o <br />• .lzso s2.oo <br />0 .0630 74.00 <br />0 .0160 56.00 <br />0 .0030 38.00 <br />0 .0001 0.00 <br />Detailed Between Structure Routing: <br />r11 <br />u <br />To Seg. Land Flow Segment Muskingum <br />J B S # Condition Distance Slope Velocity Time K X <br /> <br />_____________ (f U (~) <br />____________________________ (fps) <br />__________ (hr) <br />_________ (hrl <br />______________ <br />_____________ <br />1 1 2 1 <br />_____________ ____________________________ <br />9 400.12 2.50 <br />____________________________ __________ <br />19.23 <br />__________ _________ <br />0.01 <br />_________ ______________ <br />0.007 0.446 <br />______________ <br />Page: 15 <br />