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SoCaIGeo <br />SOUTHERN BORING NO <br />CALIFORNIA <br />GEOTECHNICAL <br />A Cabk•In, Ci•;r••th,n <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: Dry <br />DRILLING METHOD: Hollow Stem Auger CAVE DEPTH: 19 feet <br />LOGGED BY: Matt Manni READING TAKEN: At Completion <br />LABORATORY RESULTS <br />2 <br />21 4.0 '*F <br />BLOW COUNT POCKET PEN.901 01Hdn:ID 2 <br />DESCRIPTION 05 !&!r <br />i 3 0 <br />a. O- 1-H 0 6.WIL WZ 5!: 0= <br />n SURFACE ELEVATION: --- MSL O t. 5 0 -t _, 0- J i <br />272* inches Asphaltic concrete, 6* inches Aggregate base <br />ALLUVIUM: Dark Gray Brown to Dark Gray Silty Clay, trace - 100 24WSilt, trace fine Sand, little calcareous nodules, stiff-very moist <br />95 29 <br />,'lllll Light Brown Silty Clay, trace fine Sand, some calcareous <br />20 3.5 1111'll.nodules, stiff-very moist 103 21 <br /> 15 <br />15 13 20 <br />@ 7 feet, trace Iron oxide staining -100 29 <br />Brown Clayey fine Sand to fine Sandy Clay, little to some Silt, <br />,trace Iron oxide staining, medium dense-very moist r <br />Dark Gray Brown Silty Clay, medium stiff-very moist 95 29 <br />B-2 <br />Brown Silty Clay, trace fine Sand, little to some calcareous <br />nodules, trace Iron oxide staining, stiff-very moist <br />103 23 <br /> 11 1.25 @19 feet, mediumstiff 99 25 <br />20 <br />Boring Terminated at 20' <br />TEST BORING LOG PLATE B-2 <br />TBL 15G101 GPJ SOCALGEO.GOT 2/10/15