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FIELD DOCUMENTS CASE 2
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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,-, L:' & KULL BC 'NG LOG Boring No. <br /> CONSULTING ENGINEERS GEOLOGISTS Project Name: Oakwook Lake Resort MW-9 <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 /> 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 18';Grout U to 9';Bentonite Y to 11';Sand 1T7o <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well Graphic rOUn aterDepth Below Existing Ground Surface <br /> Penetro• Blow Type Recovery No. Intrvl Detail Log Date 11/3/00 12/12/00 <br /> meter Count or Time 8:50 <br /> Uncor. Drilling Depth(ft) 16.25 14.91 <br /> Method resen a Ion Urder for$oil and/or Rock Descriptions <br /> (tsf) (N/6in) (f/ft) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> HA : (SM)SILTY SAND, Fld. Est.: 30%Low Plastic Fines,70% Fine Sand; <br /> 1 Dark Yellowish Brown (10YR,4/4); Medium Dense; Damp. <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 2.75 5 SPT 1.5/1.5 B-1 `' L)SILTY CLAY, Fld. Est.: 80%Low Plastic Fines, 20% Fine Sand; <br /> 6 13112 6 c; ;; Grayish Brown (10YR, 5/6); Medium Dense; Damp. <br /> 7 B-2 <br /> HA 7 f' <br /> (SM)SILTY SAND, Fld. Est.: 30%Low Plastic Fines,70% Fine Sand; <br /> 9 Yellowish Brown(10YR, 5/6); Medium Dense; Damp. <br /> 10 <br /> 7 SPT 1.2/1.5 B-3 <br /> 12 27/12 1 <br /> 15 <br /> HA 2 <br /> 3 <br /> 4 - <br /> 15 <br /> 10 SPT 1.4/1.5 B-4 - @ 15', Fld. Est.:40% Low Plastic Fines, 60% Fine Sand; Saturated. <br /> 12 32/12 6 <br /> 20 - <br /> HA 7 - <br /> 8 <br /> (SP) SAND, Fld. Est.: 2%Low Plastic Fines, 98% Fine Sand; <br /> 9 - Grayish Brown (10YR, 5/2); Dense; Saturated. <br /> 20 - <br /> 13oringLogs20,012-02.xIs,MW-9(1) rOlect No. 20,012-02 <br />
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