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ProJe4t Boring i <br /> PROJECT NAME/LOCATION Number D092-708 Number SB-1 <br /> General Mills, Inc Con- Dnlhna, <br /> 2000 West Turner Road tractor Turner Explorations Method 8' HSA <br /> Lodi, CA Driller Kevin Bamett Drnllung <br /> Rid B-53 { <br /> Start 12 55 p m 071:'6!94 Completed '_"5 p m 07/:°6/94 <br /> Landowner General Mills, Inc Surface Logged <br /> Elev --- By Mike Bernngton <br /> Sample Sample Depth Observations <br /> Blow Scale DesLnptions of Materials <br /> Iu11erval Reewary —¢ Ua�u and Conditions lusuv is Teta <br /> PAm <br /> Type No Count 00 (a) Comments <br /> 0 I <br /> SILTY SAND/POORLY GRADED SAND Sand <br /> WITH SILT, olive brown to gray, moist <br /> 2 (SM/SP-SM) backfill <br /> 3 �I <br /> 4 <br /> CAM SB-1-5 6 50-65 <6 5 Aggregate <br /> backfill <br /> 7 <br /> 6 6 WELL GRADED GRAVEL WrrH SILT <br /> AND SAND, light olive brown, moist to wct, <br /> 7 loose, subrounded fine gravel to 0 5 inch <br /> diameter (GW-GM) <br /> 8 <br /> 9 <br /> CAM S8-1-10 3 100- <6 10 <br /> 4 115 <br /> 10 11 <br /> 12 <br /> 13 <br /> 14 �! <br /> CAM SB-1-15 5 150- 12 15 <br /> 8 165 <br /> 10 16 SILTY SAND, olive, moist, medium dense, <br /> tine grained sand, blunsn-gray product stauung <br /> 17 (SM) <br /> CAM SB-1- 4 175- 14 <br /> 175 10 190 18 <br /> 12 19 <br /> CAM SB-1-20 4 200- 16 20 WELL GRADED SAND, strong brown, <br /> 13 215 moist, medium dense, fine to medium grained <br /> 11 21 sand (SW) <br /> 22 <br /> 23 <br /> BOREHOLE WATER LEVEL DATA <br /> DateDelta <br /> Ting <br /> Environmental <br /> OWL Consultants,Inc. <br /> casing Sheet 1 of 2 <br /> Death <br />