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02/24/2004 14:09 530676# STRATUS NO CAL* PAGE 03/17 <br /> SOIL BORING LAG Boring No. B-39 Sheet 2 of 8 <br /> Client Arco Station 6100 Date 2/17/2004 <br /> Address 25775 Patterson Pass Road Drilling Company Grego Drilling no type• Mobile Drill B-80 <br /> Tracy,GA Driller Chris <br /> Project No. U6100 Method Mud Rotary hole dlam.' 5" <br /> Logged By' Scott B•tt'nger <br /> :,Well <br /> a'a aJrgv.. Sam a Consboe oe µ7k14 , oaacdpfladsof Me[er,eb � PIO"�: <br /> ",No.,•` ICoSn['•.•?TII[ie Rotov. t Scala C4411MN and'�ConCltloire <br /> MIL CLAYEY SILT 19.51•21',light olive gray,dry,very stiff to hard <br /> •• 2 t <br /> 2 2 <br /> ML SILT 21'-24',Ilght brownish gray Oi light yeltowisn brw+n,Brace clay, <br /> __ _-• 2 3 45%finagrained sand,dry__. ____. __.. <br /> 2 4 <br /> _ 2 5 ML SANDY SILT 24-26',light brovmish gray�10.20%line grained sand.---•• <br /> -• - _ trace clay,dry <br /> $ B39-26 _10:35 2 6 ._......_^ We <br /> 2 7 ML SILT 26'-29',gayisn brawn bL lic�ht�raylsh brown,7-5%fine grain¢d-�_ <br /> sand,trace clay,dry,very safi <br /> 2a <br /> 2 9 <br /> S 839.30 11_10 s o ML SILT with SAND 29'-33',ZRASh brown.5.1d% nesroinetl sand_trace --- Na <br /> -- -- — _ clay,dry,very stiff <br /> ML SILT 33'37.5',gray to grayish brown,L-Z fine�r iL d 6and_trace Cla �•- <br /> --- -- '----- ---- _ <br /> dry,very stiffY <br /> 3 a ..� _—.___.....-_-... ------ <br /> 3 <br /> — <br /> 3 7 <br /> s a ML SILT and CALICHE <br /> S B3940 -•_•_ 12:201 1 a p I 94 <br /> comrnenw <br />