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. SocalGeo A SOUTHERN BORING NO <br />CALIFORNIA I <br />GEOTECHNICAL <br />A Cal,frmt C,•Mr.Im <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 />B-5 <br />LL <br />t <br /> 13 45+ <br />*< 22 4 5+ <br /> 27 4 5+ <br />H 24 45 <br />DEPTH (FEET)SAMPLE BLOW COUNT 'N3d 13MOOd 901 0:HdnID DESCRIPTION <br />SURFACE ELEVATION: --- MSL <br />FILL: Brown to Dark Brown fine Sandy Clay, trace to little Silt, <br />trace medium to coarse Sand, trace fine Gravel, stiff-moist to <br />very moist <br />&8 <br />>U- Miza:O 0006 50 <br />106 16 <br />32 0- <br /> Ul It-u.1 ZCD fe <br />O& irt2,- E,- ME GE <br />gl 51 <M zr 0 <br />-1 -1 a. J a.* D 0 0 <br />El = 34 @ 0 to 5' <br />102 17 <br />ALLUVIUM: Dark Brown fine Sandy Clay, trace Silt, abundant <br />calcareous veining/nodules, very stiff-moist to very moist 104 21 <br />109 18 <br /> 19 4.25 /:::iyi22Jabteeoie Sand, some calcareous . 116 12 <br />10-I-3 1111'11= - <br />103 2162 12 2.75 6 Brown Silty Clay, trace fine Sand, trace Silt, stiff-very moist <br />'/lllli <br />H 9 05 11114 @ 19 to 20 feet, medium stiff 103 25 <br />20 *00 <br />Boring Terminated at 20' <br />TEST BORING LOG PLATE B-5 <br />TBL 15G101.GPJ SOCALGEO.GOT 2/10/15