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Neil O. Anderson & Assoc., Inc. BOREHOLE NUMBER <br /> 22 N. Houston Ln.,Lodi, CA 95240 LOG OF TEST BORING <br /> (209)367-3701 Fax(209)333-8303 B2 <br /> PROJECT NUMBER: LG02-031 DATE DRILLED:LL 2/11/2003 <br /> PROJECT NAME: THREE RIVERS INDIAN LODGE GROUND SURFACE ELEVATION: 0.0 Feet <br /> LOCATION: MANTECA <br /> DRILLING EQUIP.: B53 DRILL RIG PLATE NO. i <br /> 0 <br /> o `u <br /> T <br /> O <br /> U N C O > O <br /> N C 3 y 0 L <br /> C <br /> a E E -o Z` o Blow Count 'o <br /> W rn m Histogram Wo Soil Lithology Description Notes <br /> 0 <br /> 1 SPT 20 18 ;T-T�: SILTY SAND:(SM)Brown dense to very dense silty sand Flat open field with <br /> scattered vegetation <br /> -2 T T <br /> T.T <br /> _3 TT. <br /> -4 'YT. <br /> 5 T <br /> -6 CLAYEY SILT:(ML)Brown stiff to very stiff clayey silt <br /> r -7 <br /> i <br /> _g <br /> -1 <br /> _1 SPT 24 107 27 <br /> _1 <br /> _1 <br /> -1 <br /> -1 SAND:(SP)Brawn fine to medium lense of sand <br /> _1 <br /> 1 .T r SILTY SAND:(SM)Brown stiff to very stiff silty sand <br /> T T <br /> r T <br /> .T. <br /> -2 CLAYEY SAND:(SC)Brown dense to very dense clayey sand <br /> _2 SPT 27 50 —-- <br /> SANDY CLAY:(CL)Brown stiff to very stiff sandy clay <br /> _2 <br /> _2 <br /> _2 <br /> -25- <br /> -26- <br /> -27- <br /> -29- <br /> 3E <br /> 2-2_22 3E <br /> 30 <br /> - SSANDYdCLAY:(CL)Brown very stiff to hard sandy clay, Groundwater @ 29.5' <br /> cemente <br /> _ SPT 20 109 50 1111 <br /> ATT: II=38,pi=24 <br /> _3 <br /> r <br /> -3 <br /> -3 <br /> Boring terminated @ 40' <br />