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FIELD DOCUMENTS CASE 2
EnvironmentalHealth
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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 BC 'NG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort MW-2 <br /> Project No.: 20,012-02 Task No.: 2 <br /> Field Location Sketch(Not to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 2 <br /> MW-2 O 11 vee 99 Y�Logged B Don Olsen DatHqe: 10/30/00 Of: 2 <br /> Drilling Company: Wanye Environmental Drilling,Inc,Lincoln,CA <br /> POP <br /> Proposed MW-1 ;(o, Driller: John Pattison Helper: <br /> Ponds ® Existing f o > Drilling Method(s): Hollow-Stem Augers(HA) <br /> Ponds <br /> MW-3 / va Boring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> Ground Elevation: 15.98 Ft.(MSL) Datum: Wong Eng, <br /> MW-4 B00-1 Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 14';Screen <br /> 14 to 29';Grout U to 1U';Sentoni e I U 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 10/31100 12112/00 <br /> meter Count or Time 13:00 <br /> Uncor. Drilling Depth(ft) 24.82 19.71 <br /> Method Presentation order tor Soil and/or Rock Descriptions <br /> (tso (N16in) (ft/ft) (ft) 77- (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> 1 2.5ss 1.0/1.5 LL-1 : (SM) SILTY SAND Continued. <br /> 2 7/12 21 <br /> 0.75 5 <br /> HA 2 (ML) SANDY SILT, Fld. Est.:651/10 Low Plastic Fines,35%Fine Sand; <br /> Dark Gray(10YR,4/1); Firm; Saturated. <br /> 3 X. <br /> 4 <br /> X. <br /> V225 <br /> 1 SPT 1.5/1.5 B-5 <br /> 4 11/12 6 : (SP) SAND, Fld. Est.:2%Low Plastic Fines,48%Fine Sand, 50% <br /> 7 Medium Sand; Grayish Brown(10YR, 5/2); Medium Dense; <br /> HA 7 Saturated. <br /> 8 •.•. <br /> 9 <br /> 30 <br /> 5 SPT 011.5 <br /> 5 17/12 1 <br /> 12 <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 /> Boringl-ogs20,012-02.xls,MW-2(2) Project No. 20,012-02 <br />
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