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SoCalGeo SQUT!iER_N BORING NO. CALIFORNIA E3-1 GEOTECHNICAL JOB NO.: 16G123 PROJECT: G&M #72 LOCATION: Santa Ana, California FIELD RESULTS DRILLING DATE: 3/9/16 DRILLING METHOD: Hollow Stem Auger LOGGED BY: Daryl Kas WATER DEPTH: 22 feet CAVE DEPTH: 25 feet READING TAKEN: At Completion LABORATORY RESULTS W 0 LLDEPTH (FE SAMPLE 103 MO18 d 133006 131HdVEID DESCRIPTION SURFACE ELEVATION: --- MSL 91 inches Asphaltic concrete, 1 inch Aggregate base ,Â· g . - FILL: Dark Gray Silty fine Sand to fine Sandy Silt, two M inch lenses of Light Brown fine Sand, loose-moist to very moist y D UJ GW OO 7E 0 16 Q' w LE- 0W Ze, 12g go mtZ m Z CU W 52 W* WW O 0-Ja-* 10 0 El=0@lt05' ALLUVIUM: Dark Gray fine Sandy Silt, trace calcareous nodules, loose-moist to very moist . 16 5- 9 4.5 Dark Gray Brown Silty Clay to Clayey Silt, trace fine Sand, 17 slightly porous, trace to abundant calcareous nodules, trace roots, stiff to very stiff-moist to very moist 10- 6 4.5X 16 5 2.0 4111] 11"111 7 Gray Brown fine Sandy Clay, trace fine root fibers, trace Iron oxide, stiff to very stiff-moist 12 57 15-Brown Clayey fine Sand to fine Sandy Clay, medium dense to _ 9 49 medium stiff-damp Gray Brown fine Sandy Clay, Hydrocarbon odor, stiff-very moist 21 36 16 64 20 ' '10 2.5 - 95 20 Light Gray Silty fine Sand, loose-wei @ 22 feet, Water encountered during drilling 23 17 2.0 %229. Gray Brown Silly Clay, stiff-wet _ 28 78 " 9 20 90 32 89111111.. 'llilill' Gray Brown fine Sandy SIR to Silty fine Sand, trace Clay, loose-very moist to wet X8 24 52 30- - 'll//i,Gray Brown Silty Clay, little fine Sand, trace Iron oxide' '111|Ir.staining, soft-very moist to wet 5 3-0 599.27 81 TEST BORING LOG PLATE B-1 a Tal 16G123 GPJ SOCALGEO GOT 3/22/16