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Advanced BORING LOG <br /> s <br /> GeoEnvironmental Inc. <br /> � BOREHOLE NO.:MW-1 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 35 Feet <br /> Project: VANCO Drilling Co.: Mitchell Dulling Environmentai <br /> Site Location: 1033 West Charter Way Rig/Auger Type: CME-75/8-inch HSA <br /> Stockton, California Logged By: Donna Sexton <br /> Reviewed By: Calvin Lee <br /> Project No.: AGE-NC-02-0962 <br /> Date(s) Drilled: 7-26-04 <br /> Notes: = Water Level Before Drilling page 1 of 1 <br /> z Water Level After Drilling <br /> Depth Sample Slows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Well <br /> 0 <br /> CL:Dark Brou n,CLAY,slightly moist,high consistencv,moderate to <br /> MWI-S 5i8117 0 high plasticity and toughness,no hvdrocarbon ll[CI odor, <br /> 2 OVA <br /> Cement grout seal <br /> 2 front 0 i to 12'bse. <br /> _l 91 <br /> 20 <br /> NIL:Orange Brown,CLAYEY SILT,dry,moderate consistency,low ��' <br /> MW l-ltl' o"10;14 0 to moderate plasticity,moderate toughness,no l[C odor. ;10 20 <br /> 20 <br /> ML:Orange Brown,CLAYEY SILT,dry,moderate consistency,low <br /> to moderate plasticity,moderate toughness,no HC odor. <br /> [3cntunitc seal From <br /> I'_'to 14' bse. <br /> _- G <br /> MWI-15' 8/1'-117 0 <br /> -2' MWI-'-il' 7111114 0 <br /> CL:Orange Brown.SILTY CLAY,slightly moist,moderate <br /> consistency,moderate plasticity,low toughness,no FEC odor. <br /> CL.:Orange Brown,s[LTY CLAY,moist,low consistency,moderate <br /> plasticity,low toughness,no HC odor. <br /> 7 MWI-"'3' 9/10/[6 U n3 sand from 14'to <br /> +S'hsg. <br /> 3 MWI-31' 6/9111 0j <br /> SIM:Grey 13rown,SILTY'SAND.moist w saturated,line'�rained. Screen intcrnai with <br /> poorly graded,no[[C'odor. — (0.020)From i i'to <br /> 35`hsg. <br /> _35End cap al i'. <br /> MW'I-35' 7/12--119 0 Sp;Grey,SAND,clean,saturated,poorly graded,no 1[C odor <br />