PERMFILE116419

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 5/13/2002
• Section_Exhibit Name: Illustration 02 through 06
• Media Type: D
• Archive: No

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~. ~301'OR 1~IIVt8~llh ~11C. - 4.SF..06 .
awruntotsataticrorfe' SITE PREPARATION & DRAINAGE REV. Oa'
ia{- siste errr, vrap^~' STANDARD FORM
RUNOFF&SEDIMENTCALCULATIONS 7p9:.:
SHT. 8 OF g
DETERMINAT16N OF SEDIMENT'YOLUME; SETTLING VOLUME
AND TOTAL STORAGE VOLUME Of SEDIMENTATION PONDS
PROJECT WESTERN FuEt_5 UTAH IuL. DESERADO MINE JOB NO. (X-~3d/o-l0¢
~AUL ROAp DRAl1.lAC-tom, T`fP. DITCH NOH~D W-TA
gy 6. BARTOAI DATE SEPT 1980^ - CHECKED BY DATE _
E. Maximum Allowable Velocity ~ ~ ~ ~ -~--
Bsml on Soil Charaetsrifties •~ ~ -- _ _..__ .
and Whether or not Riprap
Used: 4.0 Cum g1ARgf~~
Max Velotity:3.3$_ft/sae ~;: r....,~ ..... - .
F. Is Dkeh Design O.K.7 ~~ ~ ~ •-
G. Culeart Design ITakan From AISI Handbook of~Stael Drainage & Highway Construction Product))
Fe, a.IB. Enbt Oerrtnl n fph Ear corrupteo {IMI siprl cutwrb. The m•nuho
turfy{ recommenA 4Npme w/O to { mulmum of 1.5 {ntl prN{n°Ir l0 no more
thin 1.0-
1{0 lo.ooo
,{{ { {,000 1055 COEFFICIENT K~ I11
{ °~ iOp VARIOUS FN TpANCE 121
'){ ~ T1'YES ' •
f,aoo _ _
'•~ •.ooo mV twrf.rKe ~ ~ ) { l]1 Design Discharge: N '' eft
- )uu covnawt
,)R ) °~ u r.re a Enhance Type -~_
1. w.a_.u .•.•w dt•• o) ) HW/D RatiO'Ufed_blA_
ir0 ~ t.000 ).Iw u.1.,.~..~.u 1.1 )
s a... • Diameter Required IdA
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M {00 4.n•...n. ,o .u1. 1 .w, ~ .
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10 )
e HEADWATER DEPTH FOR CORRUGATED STEEL CULVERTS W17H INLE7 CONTROLLING FLOW
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