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Pio OLOWl SAMPLE USCS 0005#I0.11 ON <br /> Asphalt <br /> SM SILTY SAND: brown <br /> 2 <br /> -- 4 <br /> SAND: brown, medium sand, loose, slightly <br /> moist, NOSC <br /> B-11- <br /> n 6 0 ppmv 9 5-A <br /> SP I <br /> t0 <br /> B-11- <br /> 0 ppmv 12 10-A brownish grey, medium dense <br /> 12- <br /> 14 rl.st staining <br /> 8-11 SANDY SILT: light grey brown with rust <br /> 16 0 ppmv 44 15-A <br /> staining, fine to medium sand, hard, <br /> ML <br /> slightly moist, NOSC <br /> SAND: light grey, brown, rust brown, fine <br /> .� 20 to medium sand, medium dense, <br /> x <br /> B-11- slightly moist, NOSC <br /> 8 ppmv 21 20-A <br /> R., <br /> 2 <br /> c „k SP <br /> 2 <br /> grey, medium sand, trace fine sand, <br /> B-11- odor <br /> 26 29 ppmv 21 25-A <br /> 28- <br /> 31 <br /> 83 B-11- medium sand, little coarse sand, <br /> 12 ppmv 25 30-A slightly wet odor <br /> 32 L <br /> Total depth of boring 31.5 feet. <br /> --- —~ --- _ ----- ---- - -- - No-free--water-encountered.------------- <br /> Logged <br /> encountered.-----------Logged by Eric Findlay 2/10/86. <br /> GUILD YViNERIES PLAT <br /> 1H KH INFELDER & ASSOCIAILS /1 /� <br /> :1.Illtilthli AltiUN]Ul1ANIS MA1kR{All E!)IING _ LODI, CALIFORNIA 10 <br /> -,. f�ftl/ �hik 14AllK KI)l1UKk1 - <br /> PROJECT NO. w-2006-1 BORING LOG N0:11 <br />