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FIELD DOCUMENTS CASE 2
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2900 - Site Mitigation Program
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PR0523856
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FIELD DOCUMENTS CASE 2
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Last modified
9/16/2019 3:17:40 PM
Creation date
9/16/2019 3:08:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
CASE 2
RECORD_ID
PR0523856
PE
2965
FACILITY_ID
FA0016065
FACILITY_NAME
OAKWOOD SHORES
STREET_NUMBER
1699
STREET_NAME
BELLA LAGO
STREET_TYPE
WAY
City
MANTECA
Zip
95337
APN
24152013
CURRENT_STATUS
01
SITE_LOCATION
1699 BELLA LAGO WAY
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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® HOLDRE.,- .: & KULL BGONG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort <br /> Project No.: 20,012-02 Task No.: 2 MW-3 <br /> Field Location Sketch(Not to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 2 <br /> 11 MW-2 O Logged e Date: Of: 2 <br /> Levee 99 Y� Don Olsen 10131/00 <br /> Drilling Company: Wanye Environmental Drilling, Inc, Lincoln,CA <br /> Proposed MW-t I= Driller: <br /> P .o John Pattison Helper: <br /> PPonds ® F1 Existing f o Drilling Method(s): Hollow-Stem Augers(HA) <br /> • Ponds <br /> ^ C4 <br /> Boring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> Ground Elevation: 16.14 Ft.(MSL) Datum: Wong Eng. <br /> MW-4 B00-1 �I I� Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 14';Screen <br /> 14 to 29';Grout U to W;Bentonite 1U to 12';Sand 12 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 10131/00 12/12/00 <br /> meter Count or Time 10V <br /> Uncor. Drilling Depth(ft) 20.00 18.49 <br /> Method Presentation r er or Soil and/or Rock Descriptions <br /> (tso (NI6in) (ftift) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> 5 2.59s 1.5/1.5 LL-1 (SP) SAND Continued, <br /> 11 22/12 21 <br /> 16 <br /> HA 2 <br /> 3 <br /> 4 :. <br /> 25 <br /> 4 SPT 1.5/1.5 B-4 @ 25 Feet, Loose. <br /> 4 8/12 6 @ 25', LAB DATA:4.3%Low Plastic Fines,44.3%Fine Sand, <br /> 4 :-: 50.8%Medium Sand, 0.6%Coarse Sand. <br /> HA 7 <br /> 8 <br /> 9 :.:. <br /> 30 <br /> 1 SPT 0.5/1.5 B-5 @ 30 Feet, Medium Dense. <br /> 6 17/12 1 <br /> 11 <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 /> I3oringLogs20,012-02.xls,MW-3(2) Project No. 20,012-02 <br />
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