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4 SoCalGeo <br />SOUTHERN BORING NO. <br />CALILORNIA B-2 <br />GEOTECHNICAL <br />A (4·"" i·J'p·i,11" <br />JOB NO.: 16G123 <br />PROJECT: G&M #72 <br />LOCATION: Santa Ana, California <br />FIELD RESULTS <br />DRILLING DATE: 3/9/16 <br />DRILLING METHOD: Hollow Stem Auger <br />LOGGED BY: Jason Hiskey <br />WATER DEPTH: n/a <br />CAVE DEPTH: 10 feet <br />READING TAKEN: At Completion <br />LABORATORY RESULTS <br />9 z <br />WDEPTH (FE 100 M018 d 13>IOOd <br />O 32 0- <br />0 G Z -11]U- 2DESCRIPTION9 Wt-W ZU) <br />0 <br />- wiz o Ma %5 zILUa. 0.0 4 W g H 5,- GB 0 25 &0 68 ga 5% W =0u SURFACE ELEVATION: --- MSL OE 50 u _, au a.* Du) 0 <br />1.9% 81 inches Portland cement concrete, 1 inch Aggregate base <br />FILL: Dark Brown fine Sandy Clay, trace fine Gravel, - 102 15 El = 70 @ 1 to 5'loose-moist <br />U 14 <br /> 12 4.5+ <br />£1 16 <br />ALLUVIUM: Dark Brown Silty fine Sand to fine Sandy Silt, <br />some Clay, calcareous nodules, loose-moist to very moist 110 20 <br />Brown Clayey fine Sand, trace Iron oxide staining, loose-moist <br />110 11 <br />Dark Brown fine Sandy Clay, trace roots, trace Iron oxide 105 15 <br />staining, very stiff to hard-moist <br />116 13 <br />Brown Clayey fine Sand, trace Iron oxide staining, loose-moist <br />113 10 <br />15 O 4.5+ 5005 *Dark Brown fine Sandy Clay, medium stiff-clamp to moist . <br />Boring Terminated at 15' <br />TEST BORING LOG PLATE B-2 <br />TBL 16G123.GPJ SOCALGEO.GDT 3/28/16