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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reser•~ed. Company Name:, ACZ, INC. Filename: C:\KCIC\TWENTY User: K. Kammerzell Date: 08-29-1994 Time: 10:04:34 Pond E watershed and Sediment Transport Modelling Storm: 2.10 inches, 25 year-24 hour, SCS Type II Hydrograph Convolution Interval-: 0.1 hr SUBWATERSHED/STRUCTURE INPUT/OUTPUT TABLE -Hydrology- Base- Runoff Peak JBS SWS Area CN UHS Tc K X Flow Volume Discharge (ac) (hrs) (hrs) (cfs) (ac-ft) (cfs) 111 1 13.90 89 M 0.191 0.000 0.000 0.0 1.29 12.65 Type: Null Label: Ditch E-1 111 Structure 13.90 -- ------ - -- - 1.29 - - -- ---- 111 --------------- Total IN/OUT ------ -------- 13.90 --- -- ----- -- ----- ----- -- 1.29 ------ 12.65 121 1 7.40* 89 M 0.170 0.000 0.000 0.0 0.69 7.01 Type: Null Label: Ditch E-2 ]~ Structure 7.40 0.69 ~ 69 7 01 1 Total IN/OUT 7.40 0. . 211 1 11.30* 89 M 0.122 0.000 0.000 0.0 1.05 12.93 Type: Pond Label: Direct Runoff 211 Structure 11.30 3.02 211 Total IN 32.60 3.02 32.07 211 Total OUT 1.49 0.70 111 to 211 Routing 0.000 0.000 -'-------==== =s---------=----------------------- ---------' SUBWATERSHED/STRUCTURfi INPUT/OUTPUT TABLE ______°____'_____'_°___°____________________a -Sedimentology- SED: Sediment SCp: Peak Sediment Concentration SSp: Peak Settleable Concentration 24VW: Volume Weighted Average Settleable Concentration - Peak 24 hours 2aAA: Arithmetic average Settleable Concentration - Peak 24 hours TAB 5.2, PG 2 ~ ~ pg • oa and n i, S CP Tt # SED SCp SSp ~~ (f t) (}) (hrs) (tons) (mg/1) (ml(1) esaaae~-3=a~eaaaeaoaa saaaa=sass:oca=aaeeeaasaaaa xaaaaaaaaavaasv R 111 1 0.32 220.0 6.8 0.900 0.000 1 160.3 Type • **••' ~ * abel : Ditch E-] )1~1~99 Permit Renewal No. 3 FORMERLY r•. o..o i cn . z 24VW 24AF: cv A-h'1