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Note <br />FU9a — COLOMM <br />Rb Oree1W aa►ewfEmbankment <br />data (/1) for Sit Supe - tN—o" results (Adwncod Tartu T4stk� from pond 009 <br />density - 107.r.cohesion <br />�ff <br />- M pef <br />- 29.1 <br />D eWPMI <br />tW <br />M aia sFiaNNetw <br />data (/2) for SB—Saps - tri—axial results (Mleatem Colorado Testing) for pond 009 embankment <br />density - 118 pefcohesion <br />- 163 pcf <br />Pte - 28.0 <br />•W,v.we.,r.e./a......-,•,-,- <br />(use sone soli data far pond 008 as Rae used for pond 009) <br />Lest Points Ropert 7/20/2005 12.56 <br />Re> f:\eng\dato\ebdape\pand0C8ad <br />Job Descrhption> <br />results from SB—Slops program, with fakwe <br />passing tvu pt /e <br />center of folurs plans - 217.7x,1e4.6y. <br />Job Number> 0.000 Job Dote> 2005.0720 <br />r-2&5. <br />P..tNo Nath,ng(Y) foaling(%) <br />FACTOR OF SAFETY=4.01 <br />1 100.00 10000 <br />2 111.00 10000 <br />3 123.68' 00 00 <br />4 :18.00 157.94 <br />5 1 23 68 i7654 <br />6 125 88 163 20 <br />1 12536 200.00 <br />8 118.00 22791 <br />9 118.00 250.00 <br />10 100.00 25000 <br />11 111.06 13450 Actual Embankment <br />217.7% <br />1e4.6Y <br />- 2B.S <br />S . 4.01 <br />1+30 <br />_. -4- <br />- - <br />1+20 <br />i+10 _ - —'•--- <br />— <br />1+00 <br />C+OC O+W 0+50 1.0C 1+50 <br />2+00 2+50 <br />