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® BIC 'NG LOG Boring No. <br /> HOLDRE,_ L' & KULL <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort MW-3 <br /> Project No.: 20,012-02 Task No.: 2 <br /> Field Location Sketch (Not to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 1 <br /> MW 2 O Levee Logged By: Don Olsen Date: 10/31/00 Of: 2 <br /> Drilling Company: Wanye Environmental Drilling, Inc,Lincoln,CA <br /> MW-1 (aLDriller:Pro <br /> Proposed <br /> John Pattison Helper: <br /> Ponds ® Existing f o > Drilling Method(s): Hollow-Stem Augers(HA) <br /> Ponds <br /> MW-3 / rn Boring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> Ground Elevation: 16.14 Ft.(MSL) Datum: Wong Eng. <br /> MW-4 BOO-1 � �� Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 14';Screen <br /> t-J 14 to 29';Grout U to 1U';Bentonite lUto 12;Sand 12 1031.5' <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well Graphic Ground Water Depth Below Existing Ground Surface <br /> Penetro• Blow Type Recovery No. Intrvl Detail Log Date 10/31100 12112100 <br /> meter Count or Time 10:07 <br /> Uncor. Drilling Depth(ft) 20.00 18.49 <br /> Method a Ir <br /> resen on er or of an or KOCK uescriptions <br /> (tsf) (N16in) (ft/ft) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> HA Z (CL) SANDY CLAY, LAB DATA: 61.0%High Plastic Fines, 39% Sand <br /> 1 `fr Dark Grayish Brown (10YR,4/2); Very Stiff; Damp. <br /> Jul <br /> fr: <br /> f <br /> 3 <br /> 4 f <br /> :•4' fi f:fl <br /> 5 X. <br /> 2.50 3 SPT 1.0/1.5 B-1 :* <br /> 6 15/12 6 : . <br /> HA 7 Z { <br /> '. r/{f; <br /> X44 ti%F r <br /> .k�' •tti., f�f� <br /> 9 ; <br /> f f:. <br /> 3.50 3 SPT 1.3/1.5 B-2 10 ":"NZ @ 10", LAB DATA: 86.8% Low Plastic Fines,4.3%Fine Sand, 8.0% <br /> 8 24/12 ;;::r Medium Sand, 0.9%Coarse Sand. <br /> 16 1r f,fx <br /> HA <br /> 2 !;!, <br /> :, f • <br /> .'f <br /> :Ifrf{,F <br /> 3 <br /> 4 <br /> A <br /> 'f jlf:rr <br /> f frff�'• <br /> 15 <br /> 9 SPT 1.2/1.5 B-3 ) SILTY SAND, Fld. Est.: 15% Low Plastic Fines, 85%Fine Sand, <br /> 7 14/12 6 Lignt Yellowish Brown (10YR, 6/2); Medium Dense; Moist to Wet. <br /> 7 <br /> HA 7 <br /> 8 <br /> (SP) SAND, Fld. Est.: 2% Low Plastic Fines,48%Fine Sand, 50% <br /> 9Medium Sand; Pale Brown (10YR,613); Medium Dense; <br /> Saturated. <br /> 20 <br /> r3onngLogs20,012-02.xls,MW-3(1) Project No. <br />