Laserfiche WebLink
® HOLDREW & K U L L BONG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort <br /> Project No.: 20,012-02 Task No.: 2 MW-9 <br /> Field Location Sketch (Not to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 2 <br /> Logged By: Don Olsen Date: 11/3/00 Of: 2 <br /> MW-8 East Woodward Ave. Drilling Company: Wanye Environmental Drilling,Inc,Lincoln,CA <br /> ® Parking Area Driller: John Pattison Helper: <br /> Drilling Method(s): Hollow-Stem Augers(HA) <br /> ® Boring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> MW-9 Ground Elevation: 6,8 Ft.(MSL) Datum: Wong Eng. <br /> Existing Lakes :: Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 9';Screen <br /> : 9 to 28';Grout U to 9';bentonite Y to 11'.Sand 11 to <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well GraphicroueWater Information <br /> Penetro- Blow Type Recovery No. Intrvl Detail Log Date 11/3/00 12112/00 <br /> meter Count or Time 8:50 <br /> Uncor. Drilling Depth(ft) 16.25 14.91 <br /> Method Presentation urcler for Soil an or KOCK Descriptions <br /> (tsf) (N/6in) (f ift) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> 1 SPT 1.5/1.5 B 5 (SP) SAND Continued. <br /> 4 31/12 21 <br /> 27 .'. <br /> HA 2 - <br /> 3 <br /> 4 <br /> 25 <br /> 1 STP 1.4/1.5 L-1 @ 25', LAB DATA:6.6%Low Plastic Fines, 33.4%Fine Sand, <br /> 6 31/12 6 48.0%Medium Sand,4.8%Coarse Sand,7.2%Fine Gravel. <br /> 25 <br /> HA 7 <br /> 8 <br /> 9 :.:. <br /> 30 <br /> 2 SPT 0.0/1.5 B-6 <br /> 6 36/12 1 <br /> 30 <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..x1s,MW-9(2) Project No. 20,012-02 <br />