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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. MW-2 <br /> Stockton, California Date: 08 April 1999 <br /> E ' <br /> Drilling Co.: Mitchell Drilling Environmental Logged by: T.Cuellar Page 1 of 1 <br /> ' Drill Rig.Type: CME-7518-inch hollow stem augers Reviewed by: N. Henderson <br /> ms <br /> ma <br /> – Brown,moist,medium dense, silty, fine SAND.About 80%sand <br /> MW2-5 0 5-5-6 SM • ' and 20%fines;no hydrocarbon (HQ odor. <br /> ' Brown,moist,medium dense, silty,fine SAND.About 90%sand <br /> 10— MW2-10 0 5-8-12 SP/SM and 10%fines; no HC odor. <br /> ' Gray/brown,very moist,medium dense, fine SAND.About 95% <br /> MW2-15 0 9-12-14 SP sand and 5%fines;no HC odor. <br /> Gray/brown,saturated, medium dense to dense,fine SAND. <br /> 20--- MW2-20 0 9-17-20 SP About 95%sand and 5%fines; no HC odor. <br /> Dark gray, saturated, loose, silty fine SAND.About 75%sand <br /> – MW2-25 0 2-4-5 SM and 25%fines; no HC odor. <br /> 1 <br /> Dark gray,saturated, medium dense to dense,gravelly, silty, <br /> 30— MW2-30 0 12-19-21 SW fine to coarse SAND.No HC odor. <br /> Nom:: <br /> ' – Boring MW-2 terminated at 30 feet below surface grade. <br /> MW-2 completed as a ground water monitoring well utilizing <br /> – 2-inch diameter, schedule 40 PVC well casing. <br /> 1AS-BUILT CONSTRUCTION DEA W- <br /> ' – Screen Interval: 10 to 30 Feet <br /> Blank Interval: 0.5 to 10 Feet <br /> 40— Sand Interval: 8.5 to 30 Feet <br /> ' – Bentonite Interval: 6.5 to 8.5 Feet <br /> Grout Interval: 0.5 to 6.5 Feet <br /> 1 Advanced <br /> Ge®Elmvilr®nlr entafl, Inc. <br /> ' L."IPROBORING-IWAIGE'-I%PAIGEMVV2.SAM 07196!99 0 4:02 PM <br />