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Wri,ght Environmental Services Inc., CA Exploratory Boring Log
<br /> Protect No 9411 BORING NO B-3 Drilling Method Hollowstem Auger Page 1 of 1
<br /> W-ogged by CMP Date October 20, 2004 BOREHOLE COMPLETION
<br /> Client Ace Tomato Well Installed No
<br /> Location 2771 East French Camp Road Total Depth 41 5'
<br /> French Camp, CA Grout Seal 41 5'to surface
<br /> 4jermit SJC EHD#0039546
<br /> Water Levels 1st Enc 38'(d 14 50 Static 39'@ 14 55
<br /> Sampte PID Blow Depth Well Detail/
<br /> No /OV Count A' p Lithology Log Backfill
<br /> Asphalt Daverrient
<br /> w A~
<br /> E ML-Clayey SILT,yellowish brown 10YR5/6, cemented, slightly plastic, rare x^
<br /> N f sand, hard, damp
<br /> ~^
<br /> ~~
<br /> B-3-1 _ 50 5
<br /> 5- for 6" Same as above,cemented, hard, damp ~~
<br /> ~^
<br /> .1~
<br /> A~
<br /> &3-2 1Q ~~
<br /> 14' - 24 ML-Sandy SILT, brown 10YR513, nonplastic, f sand 40%, contains thin sandy
<br /> interbeds, micaceous, stiff, damp, inc clay at 11 5 feet ~�
<br /> A~
<br /> A~
<br /> A^
<br /> 26, 1 ~^
<br /> B-3-3 - 50 ML-Sandy SILT,yellowish brown 10YR5/4, nonplastic,weakly cemented,f sand ~~
<br /> @ 16' for 6 35%, rare crs sand, crudely bedded, hard, damp ;
<br /> A^
<br /> ^~
<br /> 8-3-4 _ 50 20 AA
<br /> 21' for 6' SM-Silty SAND, brown 10YR5/3, nonplastic, f med sand to 85%, silt 15%,
<br /> crudely bedded, very dense, damp
<br /> ~A
<br /> A^
<br /> ~A
<br /> A~
<br /> I
<br /> B-3-5 25 "~
<br /> 26' - 30 ML-Clayey SILT, grayish brown 10YR5/2, slightly plastic, f sand<5%, ^�
<br /> micaceous, locally weakly cemented, massive, rare rootholes, stiff, damp ~A
<br /> ~A
<br /> AA
<br /> ~~
<br /> B-3-630 ~~
<br /> @ 31' B8 ML-Clayey SILT, grayish brown 10YR5/2, slight plasticity, no sand,well cemented, AA
<br /> massive, cob-web caliche, hard, damp A�
<br /> AA
<br /> ~~
<br /> B8-3-7 35
<br /> ~~
<br /> - 34 Same as above, less caliche, less clay, stiff to hard, damp ~^
<br /> A^
<br /> A~
<br /> v "~
<br /> ^~
<br /> A~
<br /> 8-3-8Sandy interbeds, saturated, then sharp contact to underlying A~
<br /> 47' - 21 %
<br /> ML-Clayey SILT, brown 10YR5/3, caliche,weakly cemented, no sand, stiff, damp
<br /> Botbom of Be�g a 47 S feet groundwater enters borehole slow
<br /> roundwater sfa�c laveta ma not 4e stabilized Reviewed R
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