Laserfiche WebLink
Advanced BORING LOG <br /> ��- <br /> GeoEnvironmentalInc.� Inc '` ' - BOREHOLE NO MW-7 <br /> 7€�� 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX (209)467-1118 TOTAL DEPTH 501 <br /> Project Plaza Liquors II Drilling Co Mitchell Drilling Environmental <br /> Site Location 2420 West Turner Road Rig/Auger Type CME 75 HT/8" hollow stens <br /> Lodi -Logged By Daniel W Kalmbach <br /> California <br /> Reviewed By Calvin F Lee <br /> Project No AGE-NC-99-0657 <br /> Date(s) Drilled 30 September 2002 <br /> Notes Below Surface Grade(bsg) Q Water level during drilling Page 1 of 2 <br /> x Water level in completed well <br /> Depth Sample Blows PID Soil USCS Class and Well Well <br /> ID (per 6") (ppm) Symbol Soil Description Completion Description <br /> I <br /> 0 Well cover cnsty,box <br /> I <br /> I <br /> -5 MW7-5 6/7/8 1 3 <br /> ML Brown,VERY FINE SAND and SILT,some <br /> Iplastic fines,damp,no hydrocarbon(HC)odor <br /> I -10 MW7-10 12/18/24 0 = o <br /> SM Reddish-brawn,FINE SAND,(-5%silt),wet,no <br /> HC odor <br /> I <br /> -15 MW7 15 8/18/21 0 o Cement out seal from <br /> CL Reddish-brown,CLAY with SILT,(-]15/a silt), gr <br /> medium plasticity and toughness,damp-wet,no HC 5'to 25'bsg <br /> odor <br /> I -20 MW7-20 13/19/24 19 <br /> 5P Gray,COARSE SAND with pebbles to 1/4" <br /> (pebbles angular to sub-rounded),wet,no HC odor <br /> ML Reddish-brown, Clayey VERY FINE SAND, <br /> (-15%fines),wet,no HC odor <br /> -25— MW7-25 18/29/50 0 <br /> I ML Reddish-brown, Clayey VERY FINE SAND with <br /> pebbles to 112"(pebbles rounded),(-15%fines),wet, <br /> no HC odor Bentonite seal from 25' <br /> to 28' bsg <br /> I -30 <br /> MW7-30 26/50-6 1 3 SM Brown,Silty MEDIUM SAND,(-15%fines) <br /> damp,no HC odor <br />