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® H O L D R E O & K U L L BOSNG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: OakwookLake Resort <br /> Project No.: 20,012-02 Task No.: 2 MW-6 <br /> Field Location Sketch(Not to Scale) Location: 874 East Woodward Ave., Manteca,CA Sheet 2 <br /> Logged By: Don Olsen Date: 1111/00 Of: 2 <br /> MW-5 HWY 120 Drilling Company: Wanye Environmental Drilling, Inc, Lincoln,CA <br /> Driller: John Pattison Helper: <br /> Rail RoadDrilling Method(s): Hollow-Stem Augers(HA) <br /> Proposed <br /> ® PBoring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> Ponds <br /> MW_7 N Ground Elevation: Ft.(MSL) Datum: Wong Eng, <br /> 13.14 Well Const.:4"DIA Solid PVC 0 to 13.5';Screen <br /> ® MW-6 13.5 to 28.5';Grout U to 9.5';Bentonite Y.b to 1 1.b;Sand 1 1.b to <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well Graphic r0un ater Depth Below Existing Groun Surface <br /> Penetro- Blow Type Recovery No. Intrvl Detail Log Date 11/1/00 1 11/2;00 12-12- <br /> meter Count or Time 14:50 10:31 <br /> Uncor. Drilling Depth(ft) 13.51 12.62 12.53 <br /> Method resen a ion Order Tor boil an or KoCK Descriptions <br /> (tso (N/6in) (ft/ft) (ft) (USCS;Partical Sizes I%),Color;Density or Consistency,Moisture;Other) <br /> 4 SPT 1.5/1.5 B-5 - (SP) SAND Continued. <br /> 13 39/12 21 - @20'LAB DATA: 9.5%Low Plastic Fines, 55.0 Fine Sand, 34.8% <br /> 26 - . .• Medium Sand, 0.7%Coarse Sand. <br /> HA 2 - <br /> 3 - <br /> 4 - <br /> 25 <br /> 2 STP 1.1/1.5 B-6 - @ 25 Feet,Rd. Est.:2%Low Plastic Fines,48% Fine Sand, <br /> 8 22/12 6 - :.:. 40%Medium Sand, 5%Coarse Sand, 5%Fine Gravel. <br /> 14 - <br /> HA 7 - <br /> 8 _ <br /> 9 <br /> 30 <br /> 1 SPT 1.3/1.5 B-7 <br /> 4 16/12 1 <br /> 12 <br /> 2 <br /> Bottom at 31.5 Feet <br /> 3 Terminated at tarqet depth. <br /> 4 <br /> 35 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 40 <br /> BoringLogs20,012-02.xls,MW-6(2) Project No. 20,012-02 <br />