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- firm, slightly moist <br />- stiff <br />Sandy Clay, soft, slightly moist, yellowish brown, fine-grained. <br />- stiff <br />- firm, moist, decrease in sand <br />- stiff, increase in sand, fine gravel <br />Silty Clayey Sand, firm, slightly moist, yellowish brown, fine-grained. <br />Sandy Clay, firm, wet, dark yellowish brown, trace fine-grained. <br />- groundwater <br />- soft <br />- firm <br />14.1 <br />14.1 <br />17.5 <br />10.0 <br />17.6 <br />11.1 <br />12.9 <br />15.8 <br />22.2 <br />19.9 <br />ML <br />CL <br />SC-SM <br />CL <br />B1@30' <br />B1@33' <br />B1@35' <br />B1@38' <br />B1@40' <br />B1@43' <br />B1@45' <br />B1@48' <br />B1@50' <br />B1@55' <br />11 <br />22 <br />7 <br />30 <br />10 <br />35 <br />14 <br />13 <br />3 <br />9 <br />98.8 <br />116.6 <br />128.6 <br />110.1 <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 />30 <br />32 <br />34 <br />36 <br />38 <br />40 <br />42 <br />44 <br />46 <br />48 <br />50 <br />52 <br />54 <br />56 <br />58 <br />DR <br />Y <br /> <br />D <br />E <br />N <br />S <br />I <br />T <br />Y <br />EQUIPMENT <br />BORING 1 <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 A1, <br />Log of Boring 1, Page 2 of 3 <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