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IIIA . SoCalGeo - <br />S0UTHERN BORING NO. <br />CALIFORNIA B-6 <br />SEOTECHNICAL <br />A 01*HIC".1,0,1 <br />JOB NO.: 15G101 <br />PROJECT: Proposed Mixed Use Dev. <br />LOCATION: Santa Ana, California <br />FIELD RESULTS <br />DRILLING DATE: 1/13/15 WATER DEPTH: 43 feet <br />DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 44 feet <br />LOGGED BY: Matt Manni READING TAKEN: At Completion <br />LABORATORY RESULTS <br />t <br />7 15 ' 1//G <br />!1.,1 <br />./1,11 <br />ALUW LUUNI POCKET PEN.901 01Hdnlei <br />Ul <br /><C <br />. i <br />DESCRIPTION <br />SURFACE ELEVATION: --- MSL <br />214* inches Asphaltic concrete, 7* inches Aggregate base <br />FILL: Dark Gray Brown fine Sandy Clay, trace medium Sand, <br />medium stiff-very moist <br />2 <br />0 6&!20 <br />3z <br />>-U- MIZa:9 00 <br />Ob 50 <br />32 <br />UJ <br />0 evil <br />ai£05 <br />51- 01- 990 <br />g* 55 WR <br />-1-1 0- --1 0-42 <br />2 <br />Z <br />Ul <br />0 <br />0 <br />ALLUVIUM: Brown fine Sandy Clay, trace calcareous veining, <br />medium stiff-very moist . 27 <br />Dark Brown to Black Silty Clay, trace to little fine Sand, trace <br />calcareous veining, soft-very moist 31 <br />4 2.75 <br />14 4.25 <br />6 1.75 12%*2*%04 Brown fine Silty Clay, trace Sand, soft-moist to very moist <br />25 <br />@ 10 to 11 feet, trace Iron oxide staining, stiff 111 18 35 16 89 <br />Brown fine Sandy Clay, medium stiff-very moist <br />22 76 <br /> 7 1.5 20 65 <br />Brown fine Sandy Clay to Clayey fine Sand, medium stiff to <br />stiff-very moist <br />109 21 33 16 53 <br />109 21 <br />Brown Silty Clay, stiff to very stiff-very moist <br /> 15 3.5 *30 87 <br />TEST BORING LOG PLATE B-6a <br />TBL 15G101.GPJ SOCALGEO.GDT 2/10/15