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4-Inch AC over 5-Inch Base <br />Fill: CLAY (CL) brown, moist, with sand <br />Natural: CLAY (CL) brown, very moist, firm, with sand <br />SANDY CLAY (CL) brown, wet, soft <br />SILTY CLAY (CL) brown, wet, soft <br />@ 7 feet, grey brown, moist, firm, with sand <br />SANDY CLAY (CL) grey brown, moist to very moist, <br />firm <br />CLAYEY SAND (SC) grey brown, very moist to wet, <br />loose <br />SILTY CLAY (CL) grey brown, wet, firm, trace gravel <br />@ 19 feet, no recovery <br />Total Depth 20 feet <br />97 <br />94 <br />109 <br />89 <br />B <br />D <br />D <br />D <br />D <br />S <br />D <br />7 <br />4 <br />8 <br />10 <br />6 <br />11 <br />20.2 <br />26.8 <br />17.2 <br />15.5 <br />27.3 <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-1 <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 />9 <br />0 <br />5 <br />10 <br />15 <br />20 <br />55 <br />50 <br />45 <br />40 <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-1 <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-1 <br />Rock Core <br />SAMPLE TYPES <br />T <br />C <br />55 <br />50 <br />45 <br />40 <br />C <br />9 <br />(F <br />E <br />E <br />T <br />) <br />0 <br />5 <br />10 <br />15 <br />20 <br />1202 W Edinger <br />Ave10/3/2024