Laserfiche WebLink
File: J:\OOJOBS\003-2166\OutputFiles\DNSSASXI 10/31/00, 11:14:20AM <br />• Civil Software Design -- SEDCAD. Version 3.1 <br />Copyright (CI 1987-1992. Pamela J. Schwab. A11 rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD3\2166\DNSSAS User: WDP (modified & revised by TAC) <br />Date: 10-31-2000 Time: 11:05:29 <br />North Soil Storage Area Sediment Pond <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 />J1, H1, S3 <br />DNSSA-3 <br />Drainage Area from J1, B1, S3 3.0 acres <br />Total Contributing Drainage Area: 6.4 acres <br />SW#1: Trickle Tube <br />SW#2: Emergency Spillway <br /> Elev Stage Area Capacity Discharge <br /> (ft) (ac) (ac- f t) (cf s) <br />• _____ <br />6073. __ <br />00 _______ <br />0.00 _______ <br />0.00 __-- <br />0 ----- <br />.00 ________ __== === <br />=====_______ <br />=====________===== <br /> 6074. 00 1.00 0.09 0 .04 p <br />g <br /> 6074. 39 0.00 0.10 0 .08 0. 00 To of Sediment Stora a (0 Stage) <br /> 6074. 50 0.11 0.10 0 .01 0. 00 <br /> 6075. 00 0.61 0.11 0 .06 0. 00 <br /> 6075. 35 0.96 0.12 0 .10 0. 00 Stage of SW#1 <br /> 6075. 50 1.11 0.12 0 .12 0. 11 <br /> 6076. 00 1.61 0.13 0 .18 0. 46 <br /> 6076. 50 2.11 0.14 0 .25 0. 82 <br /> 6076. 73 2.34 0.15 0 .28 0. 98 Stage of SW#2 <br /> 6076. 74 2.35 0.15 0 .29 1. 05 Peak Stage <br /> 6077. 00 2.61 0.16 0 .32 3. 44 <br /> 6077. 29 2.90 0.16 0 .37 6. 07 <br /> 6077. 39 3.00 0.16 0 .39 6. 97 <br /> 6077. 49 3.10 0.17 0 .40 8. 94 <br /> 6077. 50 3.11 0.17 0 .41 8. 95 <br /> 6077. 59 3.20 0.17 0 .42 11. 42 <br /> 6077. 69 3.30 0.17 0 .44 14. 06 <br /> 6078. 00 3.61 0.18 0 .49 24. 06 <br /> 6078. 16 3.77 0.18 0 .52 32. 42 <br /> aa.aa aaa•aaaaa aaae.•a aaa.aaasaaa aaaaaaaa a.aaaa.ae+aaaaaaaaaaaaaaaaaaaaaaaaaaaa• <br />L' <br />Page: 1 <br />