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PROJECT: 130 NORTH HUNTER STREET Log of Boring SBw6 <br /> Stockton, California PAGE 4 OF 4 <br /> i l <br /> 1 = SAMPLES E �0 <br /> 9 MATERIAL DESCRIPTION <br /> i W rv- sample E 3 y O <br /> O Number m <br /> rc <br /> 5 ML <br /> - 76 sB-8a6.0 6/ SILTY SAND (SM) <br /> ! . -1 77 16 gray, dense, moist, slightly plastic, weak hydrocarbon odor <br /> I i <br /> 78 SM <br /> t � 1 <br /> 79- <br /> 80 — <br /> SAND <br /> 960 SAND (SP) <br /> SP gray, dense, moist to wet, non-plastic, weak hydrocarbon odor <br /> 1 / <br /> 81 — sB-6-81 .0 18 5 hard silt at end of sampler <br /> i <br /> 82 - <br /> 83- <br /> 84- <br /> 85- <br /> 86 - <br /> 87- <br /> 88 - <br /> 89 - <br /> 90 - <br /> 91 - <br /> 92 - <br /> 93- <br /> 94- <br /> 95 - <br /> 96 - <br /> 97 - <br /> 98- <br /> 99— <br /> z <br /> 2 <br /> 83 <br /> 84 <br /> t 1 <br /> 85 <br /> 86 <br /> I �1 87 <br /> f 88 <br /> . . ) 89 <br /> 90 <br /> i - 1 91 <br /> r ) <br /> 92 <br /> 93 <br /> j <br /> 94 <br /> 95 <br /> r 96 <br /> I <br /> 98 <br /> 99 <br /> a <br /> W2 too <br /> Boring terminated at a depth of 81 .5 feet below ground � �� <br /> Of <br /> surface. <br /> Boring backfilled with cement grout. <br /> -- W Groundwater encountered at a depth of 30 and 60 feet Project No. : Figure: <br /> aurmgddllmg. 2597. 11 A-6d <br /> i <br />