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t_+ <br /> PROJECT: 541 WEST GRANT LINE ROAD of B <br /> Log Ooring TR-8 <br /> Tracy, California PAGE 1 OF 1 <br /> Boring location: See Site Plan, Figure 3 Logged by: R. Richards <br /> Date started: 9/23103 Date finished: 9123103 <br /> I Drilling method: Direct push,geoprobe model 5400 mounted on Bobcat <br /> Hammerweight/drop: --- Hammer type: --- <br /> Sampler: 2-inch-diameter split barrel continuous core <br /> SAMPLES <br /> a a) m z^ a MATERIAL DESCRIPTION <br /> W 4 Samplec'o m'o g = <br /> d Number �� o <br /> Surface Conditions: Gravel <br /> TR-8-80- v CLAYEY GRAVEL with SAND (GC) <br /> 1 ® brown,loose,dry,sub-angular, moderately graded, X10 percent sand, 30-35 <br /> 241 percent fines, no odor, FILL <br /> 2 48 GC <br /> . <br /> 3- <br /> 4— <br /> CLAY <br /> 4CLAY with SAND(CL) <br /> 5 CL dark gray-brown,stiff,dry to moist, s15 percent fine-grained sand, no odor <br /> 6 s.s 48 20.6 <br /> SANDY CLAY(CL) <br /> 7 CL brown,soft to medium stiff, moist, X35 percent fine-grained sand, moderate <br /> hydrocarbon odor <br /> 8 <br /> 9 <br /> 10- <br /> 11— <br /> F <br /> 011F 12 <br /> 13 <br /> 14— <br /> 15 <br /> 16 <br /> F. 17- <br /> 18— <br /> r <br /> 71ar 19 <br /> 20 <br /> 21 <br /> r Y 22 <br /> 23 <br /> F m <br /> N 24- <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> 29 <br /> 42526 272829 <br /> 2 <br /> �� ��30 <br /> of Boring terminated at feet. <br /> Boring backfilled with cement <br /> cement grout. <br /> w <br /> ... Project No.:3577.01 F'gure: A-8 <br /> } L <br />