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} Project: World Enterprises Log of Monitoring WeU: <br /> Location:French Camp/Turnpike Road,Stockton CA Project Number: 17326532 MW-01 <br /> Dates Drilled: 6/12/2006 Total Depth: 30 feet Borehole Name: MW-01 <br /> Drilling Contractor. Gregg Drilling Well Construction Date: 6/12x1006 Logged By: PAC <br /> Borehole Diameter. 8 inches Casing Diameter: 2 inches CasingType: SCH 40 PVC Chocked By: Roger N <br /> Drilling Method: Hollow Stem Auger Scxeen interval: 13-28 it Slat Size: 0,0204neh Sampling Method: CA S.S. <br /> Comments: <br /> c <br /> •5_� v <br /> QE EA LZ 0 <br /> E" LITHOLOGY DESCRIPTION WELL CONSTRUCTION <br /> Q Grasses and tilled Topsoil -- ----- - �._— f? <br /> TTisT.--------------------------------r <br /> T :T' Silty Sand(SM);darkd,lowish brown;moderately graded,v� <br /> tine to medium rained,subround to round;medidense; <br /> Flush Mounted Christy Box <br /> damp <br /> V. <br /> r:t r <br /> •- 5—•'r <br /> ------------------------------------ <br /> Silty <br /> - -•------------------------------- <br /> Silty Clay with Sand(Q•);dark brown(10 YR 313);wall <br /> graded;vey fine to fine grained sand;firm;medium plasticity; 2"PVC Htank Casing 5 <br /> 5 z 0/0.0 758 damp <br /> 3 oS-13 ft <br /> 4 rf�14 <br /> --------------------------------- <br /> Clayey Silt(ML),minorsand;very dark brown(10 YR 212); 6 Sack Cement Stu"1-9 ft <br /> oo very line gained sand;firm;medium plasticity;damp <br /> 10 r------------------------------ <br /> i <br /> t Lease of Sand(SW);saltand pepper,well graded;very rum to <br /> 10 t coarse grained;subtogolarto round;quartz 70%.milia 20•,6, i Bentonite Chips 9-11 ft �U <br /> 4 .010.0 805 - _-- fcfdspa----mali----dome,damp <br /> ------------- <br /> 7 Sandy Silt(ML);olive brown(2S Y 4/3);very ftte graittcd <br /> sand;soft;slightly plastic;damp <br /> 5 2 .0/0.0 0911 Sand pack 13-32 ft 15 <br /> ® 5 <br /> SCH40PVVCScreen 0.020 <br /> _ -------------------------------- Slot 13-28(1 <br /> •�r.T.' T' Silty Sand(SM),trace orclay;dark olive broom(2.S Y 313);-- <br /> 2D T rtT is moderately graded,very fine to medium grained,subangular to 20 <br /> ® TAT <br /> 010.0 0820 <br /> 'T L;.:.-r. T' round,spherical;medium,dense;moist to wet <br /> r <br /> 10 r r. <br /> TT.rT <br /> •'rTTT <br /> T l <br /> .�.T. <br /> T--• .'.-r :r:• <br /> T. <br /> 25 T, r. <br /> ® 4 0.010.0 0828 T; r?• ------------------------------- 25 <br /> 7 Clayey silt(Mi1CL);yellowish brown(10 YR 514);medium <br /> 8 plasticity;stiff;mottled;damp <br /> 30 <br /> 30- 3 0.010.0 0840 <br /> -------------------------------- <br /> 4 <br /> 5 r rrr T• Silty Sand(SM);olive brown(2 5 Y 413);poorly graded,very <br /> T r TtEtta to fine grained,submund to round;loose;no plasticity;wet <br /> T. T' <br /> 2570 Gateway Oaks Dr,Ste 300 <br /> Saerameato,CA 95833 <br /> 9146792000 <br />