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CL <br />SC <br />GC <br />B2-1-5 <br />B2-2.5 <br />B2-3 <br />B2-4 <br />B2-4.5 <br />B2-9 <br />B2-9.5 <br />B2-14-15 <br />B2-18 <br />10 <br />15 <br />29 <br />22 <br />50/1" <br />ALLUVIUM <br />Medium stiff, moist, dark brown, (f) Sandy CLAY <br />-pp=2 <br />-stiff, light brown <br />-pp>4½ <br />-very stiff, orange & tan-brown, more sand <br />-pp=2 <br />Medium dense, moist, tan-brown mottled orange, Clayey <br />SAND <br />Medium dense, moist, tan-brown, Sandy (f) GRAVEL with <br />some clay <br />ORINDA FORMATION <br />SANDSTONE <br />END OF BORING AT APPROXIMATELY 18½ FEET <br />NO FREE WATER ENCOUNTERED <br />BACKFILLED WITH GROUT <br />108.9 <br />103.5 <br />112.2 <br />15.1 <br />14.6 <br />17.7 <br />15.8(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 />17 <br />18 <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 />FG <br />MATERIAL DESCRIPTION <br />... DISTURBED OR BAG SAMPLE MOISTURERESISTANCEDRY DENSITYCONTENT (%)... SAMPLING UNSUCCESSFUL <br />Figure A3, Log of Boring B2, 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 B2 <br />10/28/2019 <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