Laserfiche WebLink
CONCRETE: 5" <br />ARTIFICIAL FILL <br />Silty Sand, medium dense, slightly moist, dark brown, fine- to <br />medium-grained, fine gravel, trash (plastic), rootlets. <br />ALLUVIUM <br />Silty Sand, medium dense, dry to slightly moist, dark brown, fine- to <br />coarse-grained. <br />Clayey Sand, medium dense, slightly moist, dark yellowish brown, fine- to <br />medium-grained, fine gravel, porosity. <br />- increase in sand <br />Sand with Silt, poorly graded, medium dense, slightly moist, dark yellowish <br />brown, fine- to medium-grained. <br />Silt, firm, moist, dark yellowish brown, trace fine-grained sand, oxidation <br />stains, black deposits. <br />Total depth of boring: 15.5 feet <br />Fill to 3.5 feet. <br />No groundwater encountered. <br />Backfilled with soil cuttings and tamped. <br />Concrete patched. <br />NOTE: The stratification lines presented herein represent the approximate <br />boundary between earth types; the transitions may be gradual. <br />14.4 <br />12.5 <br />15.5 <br />7.6 <br />19.5 <br />17.2 <br />17.3 <br />SM <br />SC <br />SP-SM <br />ML <br />BULK <br />0-3' <br />TP2@3' <br />TP2@5.5' <br />TP2@8' <br />TP2@9.5' <br />TP2@10' <br />TP2@12.5' <br />TP2@15' <br />106.2 <br />118.6 <br />110.6 <br />94.0 <br />94.5 <br />111.4 <br />108.4 <br />SAMPLE <br />NO. <br />HAND 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 />DR <br />Y <br /> <br />D <br />E <br />N <br />S <br />I <br />T <br />Y <br />EQUIPMENT <br />TEST PIT TP2 <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 />03/14/2024ELEV. (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 A6, <br />Log of Test Pit TP2, 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