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CONCRETE: 7" <br />ARTIFICIAL FILL <br />Sandy Clay, soft to firm, moist, dark brown, fine- to medium-grained. <br />ALLUVIUM <br />Sandy Clay, soft, slightly moist, dark yellowish brown, fine- to <br />medium-grained. <br />Sand with Silt, poorly graded, loose, slightly moist, dark yellowish brown, <br />fine- to medium-grained. <br />Sandy Silt, soft, dry to slightly moist, dark yellowish brown, fine-grained. <br />- firm <br />- stiff <br />Total depth of boring: 25 feet <br />Fill to 3 feet. No groundwater encountered. <br />Percolation testing performed. <br />Backfilled with soil cuttings and tamped.Concrete patched. <br />*Penetration resistance for 140-pound hammer falling 30 inches by <br />auto-hammer. <br />NOTE: The stratification lines presented herein represent the approximate <br />boundary between earth types; the transitions may be gradual. <br />10.2 <br />18.6 <br />14.2 <br />13.6 <br />18.5 <br />CL <br />SP-SM <br />ML <br />B2@4.5' <br />B2@9.5' <br />B2@14.5' <br />B2@19.5' <br />B2@24' <br />8 <br />10 <br />11 <br />17 <br />16 <br />SAMPLE <br />NO. <br />HOLLOW STEM AUGER <br />... WATER TABLE OR SEEPAGE <br />DEPTH <br />IN <br />FEET <br />... DRIVE SAMPLE (UNDISTURBED) <br />GEOCON <br />- - <br />0 <br />2 <br />4 <br />6 <br />8 <br />10 <br />12 <br />14 <br />16 <br />18 <br />20 <br />22 <br />24 <br />DR <br />Y <br /> <br />D <br />E <br />N <br />S <br />I <br />T <br />Y <br />EQUIPMENT <br />BORING 2 <br />JC <br />MO <br />I <br />S <br />T <br />U <br />R <br />E <br />BY: <br />(P <br />. <br />C <br />. <br />F <br />. <br />) <br />DATE COMPLETED <br />... SAMPLING UNSUCCESSFUL <br />... DISTURBED OR BAG SAMPLE <br />SOIL <br />CLASS <br />(USCS) <br />GR <br />O <br />U <br />N <br />D <br />W <br />A <br />T <br />E <br />R <br />SAMPLE SYMBOLS <br />CO <br />N <br />T <br />E <br />N <br />T <br /> <br />( <br />% <br />) <br />... CHUNK SAMPLE <br />03/04/2024ELEV. (MSL.) <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 />(B <br />L <br />O <br />W <br />S <br />/ <br />F <br />T <br />* <br />) <br />MATERIAL DESCRIPTION <br />LI <br />T <br />H <br />O <br />L <br />O <br />G <br />Y <br />... STANDARD PENETRATION TEST <br /> W1895-88-01 BORING LOGS.GPJFigure A2, <br />Log of Boring 2, Page 1 of 1 <br />NOTE: <br />PROJECT NO. <br />THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE <br />INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES. <br />W1895-88-01