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CL <br />GP <br />SC <br />B5-10.5- <br />11.5 <br />B5-13.5- <br />14.5 <br />B5-16-16.5 <br />49 <br />27 <br />50/5" <br />ALLUVIUM <br />Stiff, moist, brown, (f) Sandy CLAY <br />-very stiff <br />Dense, dry, gray, (f-c) GRAVEL with little (f-c) sand and <br />trace fines <br />-likely cobble or boulder fractured during sampling <br />Medium dense, moist, brown with gray and rust, Clayey <br />(f-c) SAND with few sub-angular to angular (f) gravels <br />ORINDA FORMATION <br />SANDSTONE <br />END OF BORING AT APPROXIMATELY 16 ½ FEET <br />NO FREE WATER ENCOUNTERED <br />BACKFILLED WITH COMPACTED CUTTINGS <br />1.5 <br />15.3(BLOWS/FT.)... DRIVE SAMPLE (UNDISTURBED) <br />0 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />15 <br />16 <br />Mobile B24 w/ 4" SFA <br />Cal Geotech <br />... CHUNK SAMPLEGROUNDWATERSOIL <br />(USCS) <br />ELEV. (MSL.) <br />EQUIPMENT <br />DRILLER <br />DATE COMPLETED <br />HAMMER TYPE <br />JBM <br />MATERIAL DESCRIPTION <br />... DISTURBED OR BAG SAMPLE MOISTURERESISTANCEDRY DENSITYCONTENT (%)... SAMPLING UNSUCCESSFUL <br />Figure A6, Log of Boring B5, Page 1 of 1 <br />SAMPLE <br />Cathead <br />DEPTH <br />IN <br />FEET NO.LITHOLOGYCLASS ENG./GEO. <br />... STANDARD PENETRATION TEST <br />GEOCON BORING LOG W/FIG# STARTING W/ A2 E9164-04-01 BORING LOGS.GPJ 10/28/20(P.C.F.)... WATER TABLE OR SEEPAGEPENETRATION BORING B5 <br />1/27/2020 <br />SAMPLE SYMBOLS <br />PROJECT NO. <br />NOTE:THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE <br />OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />PROJECT NAME: E9164-04-01 Resurrection Greek Orthodox