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Advanced BORING LOG <br /> GeoEnvironmental Inc. L <br /> ' s BOREHOLE NO.: B4 <br /> CA 95215 <br /> ,.:•:�: ' 837 Shaw Road, Stockton, <br /> �.., (209) 467-1006 FAX: (209) 467-1118 TOTAL DEPTH: 40 FEET <br /> ' Project: FAST AND EASY MART Drilling Co.: Enviroprobe <br /> Site Location: 244 WEST HARDING WAY Rig/Auger Type: Geoprobe 5400/ 1.25"rods <br /> ' STOCKTON, CALIFORNIA Logged By: W. LITTLE <br /> Reviewed By: C. Lee <br /> ' Project No.- <br /> AGE-NC-98-0504 Date(s) Drilled: 31 JULY 2002 <br /> Notes: BACKFILLED WITH PORTLAND CEMENT s Water level during drilling Page 1 of 1 <br /> ' GRAB WATER SAMPLES COLLECTED AT 40 FEET r Water level in completed well <br /> Sample Blows PIE] Soil USCS Class and <br /> ' Depth IU (per 6") (ppm) Symbol Soil Description <br /> 0 <br /> -5 <br /> -10 84-10 _ 0 ML:SILT,brown fines with clay, low toughness and plasticity,no hydrocarbon(HC) <br /> ' ——— odor. <br /> -15 <br /> 134-15 0 ==— SILT,gray lines with clay,low toughness and plasticity,no HC odor. <br /> ' -21 B4-20 0 = ML:SILT,gray/brown fines with clay,low touglmess and plasticity,no HC odor. <br /> ' - <br /> 25— 134-25 __ 0 ML:SILT,brown fines with clay,low toughness and plasticity, moist,no HC odor. <br /> ' <br /> 30— = ML:S11-T,gray/brown fines with clay,trace tine sand,low toughness and plasticity, <br /> 134-30 0 moist,no HC odor. <br /> ' -35— B4-35 _ 0 — ML:SILT, gray fines with clay,low toughness and plasticity,mosit to wet,no RC odor. <br /> ' _40— <br /> J34-40 0 <br /> 0 <br /> ' -45 <br /> 1 <br /> 1 <br />