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Project: Paige's Towing Project No.: AGE-NC-95-0197 BORING NO.: <br /> Site Address: 1807 Douglas Road Total Depth: 30 ft. 1AW-3 <br /> Stockton, California Date: 09 April 1999 <br /> Drilling Co.: Mitchell Drilling Environmental Logged by: T.Cuellar Page 1 of 1 <br /> ' Drill Rig Type: CME-75/8-inch hollow stem augers Reviewed by: N. Henderson <br /> mor <br /> G <br /> Lth <br /> me <br /> ' Brown,damp, hard SILT. About 90%fines <br /> MW3-5 0 19-21-50 ML and 10% sand; no hydrocarbon(HQ odor. <br /> Mottled gray/brown,moist, very stiff to hard SILT. About 95% <br /> ' 10— MW3-10 0 9-15-19 ML I I fines and 5%sand; no HC odor. <br /> Brown,moist,medium dense to dense, fine SAND. About 95% <br /> MW3-I1 0 13-19-25 SP • ' sand and 5%fines;no HC odor. <br /> ' I; Brown, saturated,medium dense to dense,silty,fine SAND. <br /> 20— MW3-20 0 12-14-22 SM About 60%sand and 40%fines; no HC odor. <br /> Blue/gray, saturated, dense, silty fine SAND.About 80%sand <br /> MW3-25 0 17-20-23 SM j: and 20% fines; no HC odor. <br /> Dark gray, saturated,medium dense, gravelly, silty, <br /> 30— MW3-30 0 7-9-13 SW fine to coarse SAND.No HC odor. <br /> ' <br /> Notes: <br /> Boring MW-3 terminated at 30 feet below surface grade. <br /> MW-3 completed as a ground water monitoring well utilizing <br /> 2-inch diameter, schedule 40 PVC well casing. <br /> ' — <br /> AS-BUILT I D W- <br /> ' Screen Interval: 10 to 30 Feet <br /> Blank Interval. 0.5 to 10 Feet <br /> 40— Sand Interval: 8 to 30 Feet <br /> Bentonite Interval: 6 to 8 Feet <br /> Grout Interval: 0.5 to 6 Feet <br /> ' Advanced MTV •_.:::. <br /> ' L:ViMIPROIBORWG-11PAIGE'-14PA4GEMW3.SAM 07706lg9� 4:03 PM �u)Emtvg>r®>mmerntai9 Inc. <br />