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@ 40 feet, very moist, trace gravel <br />SANDY CLAY (CL) brown, very moist to wet, stiff, thin <br />layer of orange brown silt <br />CLAYEY SILT (ML) orange brown, wet, stiff <br />Total Depth 50.5 feet <br />107 <br />S <br />D <br />S <br />14 <br />15 <br />12 <br />21.5 <br />20.2 <br />26.1 <br />SAMPLE TYPES <br />(P <br />C <br />F <br />) <br />Standard Split Spoon <br />MO <br />I <br />S <br />T <br />U <br />R <br />E <br />DESCRIPTION OF SUBSURFACE MATERIALS <br />SA <br />M <br />P <br />L <br />E <br /> <br />T <br />Y <br />P <br />E <br />Bulk Sample <br />Tube Sample <br />(% <br />) <br />Bulk Sample <br />S <br />A-2 <br />9-22-23 <br />(% <br />) <br />Drive Sample <br />DR <br />Y <br /> <br />D <br />E <br />N <br />S <br />I <br />T <br />Y <br />(B <br />L <br />O <br />W <br />S <br />/ <br />F <br />O <br />O <br />T <br />) <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />(F <br />E <br />E <br />T <br />) <br />This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. <br />FIGURE <br />B <br />This summary applies only at the location of this boring and at the time of drilling.Subsurface conditions may differ at other locations and may change at thislocation with the passage of time. The data presented is a simplification of actualconditions encountered. <br />Standard Split Spoon <br />Drive Sample <br />SA <br />M <br />P <br />L <br />E <br /> <br />T <br />Y <br />P <br />E <br />FIGURE <br />DE <br />P <br />T <br />H <br />S <br />EL <br />E <br />V <br />A <br />T <br />I <br />O <br />N <br />GROUNDWATER LEVEL (ft): <br />PROJECT NO.: <br />40 <br />45 <br />50 <br />15 <br />10 <br />D <br />DATE DRILLED: <br />EQUIPMENT USED:EQUIPMENT USED: <br />(F <br />E <br />E <br />T <br />) <br />T <br />3204.I <br />MO <br />I <br />S <br />T <br />U <br />R <br />E <br />8 " Hollow Stem Auger <br />PE <br />N <br />E <br />T <br />R <br />A <br />T <br />I <br />O <br />N <br />RE <br />S <br />I <br />S <br />T <br />A <br />N <br />C <br />E <br />DESCRIPTION OF SUBSURFACE MATERIALS <br />DE <br />P <br />T <br />H <br />Rock Core <br />D <br />B <br />3204.I <br />A-2 <br />DATE DRILLED: <br />MATER DEI DANCE STUDIO <br />Tube Sample <br />(F <br />E <br />E <br />T <br />) <br />LOG OF BORING NO. B-2 <br />Rock Core <br />SAMPLE TYPES <br />T <br />C <br />15 <br />10 <br />C <br />9 <br />(F <br />E <br />E <br />T <br />) <br />40 <br />45 <br />50 <br />1202 W Edinger <br />Ave10/3/2024