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CL <br />SM <br />SC <br />CL <br />B4-12.75- <br />13.5 <br />B4-14.5- <br />15.5 <br />B4-17.5-18 <br />B4-18-18.5 <br />B4-20.5- <br />21.5 <br />B4-23.5- <br />24.5 <br />27 <br />20 <br />17 <br />16 <br />78 <br />ALLUVIUM <br />Stiff, moist, brown, (f) Sandy CLAY <br />Medium dense, moist, brown, Silty (f) SAND with clay <br />Medium dense, moist, brown, (f-c) SAND with little clay, <br />silt, and (f-c) gravels <br />-less clay and silt <br />Very stiff, moist, gray with brown, (f) Sandy CLAY <br />ORINDA FORMATION <br />CLAYSTONE <br />SANDSTONE <br />END OF BORING AT APPROXIMATELY 24 ½ FEET <br />NO FREE WATER ENCOUNTERED <br />BACKFILLED WITH COMPACTED CUTTINGS <br />12.0 <br />10.5 <br />13.3(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 />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <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 A5, Log of Boring B4, 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 B4 <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