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® HOLDRE4 & KULL BC 'NG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort <br /> Project No.: 20,012-02 Task No.: 2 MW-7 <br /> Field Location Sketch(Not to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 1 <br /> Logged By: Don Olsen Date: 11/2/00 Of: 2 <br /> MW-5 HWY 120 <br /> Drilling Company: Wanye Environmental Drilling, Inc, Lincoln,CA <br /> Driller: John Pattison Helper: <br /> Rail RoadDrilling Method(s): Hollow-Stem Augers(HA) <br /> ® <br /> Proposed PBoring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> onds <br /> MW_7 N Ground Elevation: 13.01 Ft.(MSL) Datum: Wong Eng. <br /> Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 9';Screen <br /> ® MW-6 9 to 23';Grout U to 9'; bentonite Y to 11';Sand 11 to <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 11/2/00 12/12/00 <br /> meter Count or Time 9:00 <br /> Uncor. Drilling Depth(ft) 15.50 13,90 <br /> Method resen a ion r er or of an or ock Descriptions <br /> (tsQ (NI6in) (ftlft) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> HA {{ (SM) SITLY SAND, Fld. Est.: 25% Low Plastic Fines, 75%Fine Sand; <br /> 1 I Dark Yellowish Brown(10YR,4/4); Medium Dense; Damp. <br /> 2 <br /> ti 4. <br /> ak <br /> 3 N <br /> k, <br /> 4 -' <br /> N <br /> •' <br /> 5 :< <br /> 4 SPT 1.5/1.5 B-1 <br /> 8 19112 6 ) SAND, Fid. Est.: 2%Low Plastic Fines, 98%Fine Sand; <br /> 11 B-2 ;: Yellowish Brown (1 OYR,5/3); Medium Dense; Damp. <br /> HA 7 <br /> 8 <br /> 9 `w <br /> 10 <br /> 3.50 3 SPT 1.5/1.5 B-3 <br /> 5 12/12 1 L)SANDY CLAY, Fld. Est.: 80% Low Plastic Fines, 20%Fine Sand; <br /> 7 B-4 ::::;; :>' Grayish Brown (10YR,5/2);Very Stiff; Damp. <br /> HA 2 <br /> f: <br /> 3 <br /> ` �: <br /> 4 - j ;`:; @14', Saturated. <br /> 15 <br /> 1 2,Oss 0.8/1.5 L-1 <br /> 1 7112 6 - . @ 16 Feet, Stiff. <br /> X <br /> 1.75 6 <br /> HA 7 - :.:. (SP) SAND, Fid. Est.: 2%Low Plastic Fines, 98% Fine Sand; <br /> Yellowish Brown (10YR, 5/3); Medium Dense; Saturated. <br /> 8 <br /> 9 <br /> 20 - <br /> BoringLogs20,012-02.xis,MW-7 I'l Project No. - <br />