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FIELD DOCUMENTS CASE 2
EnvironmentalHealth
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BELLA LAGO
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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 BONG LOG Boring No. <br /> CONSULTING ENGINEERS • GEOLOGISTS Project Name: Oakwook Lake Resort <br /> Project No.: 20,012-02 Task No.: 2 MW-5 <br /> Fild LtiSkth Nt to Scale) Location: 874 East Woodward Ave.,Manteca,CA Sheet 2 <br /> Logged By: Don Olsen Date: 11/1/00 Of: 2 <br /> HWY 120 DrillingCompany:p y: Wanye Environmental Drilling, Inc,Lincoln,CA <br /> Driller: John Pattison Helper: <br /> oad Drilling Method(s): Hollow-Stem Augers(HA) <br /> Proposed <br /> tTRaiil <br /> Ponds Boring Diameter: 10 Inches Total Depth: 31.5 Ft. <br /> N Ground Elevation: 12.6 Ft.(MSL) Datum: Wong Eng. <br /> Backfill or Well Casing: Well Const.:4"DIA Solid PVC 0 to 14';Screen <br /> 14 to 2y';Grout U to 1U'; Hentonl e lUto 12';Sand 12toJI.b <br /> Pocket Hammer Sampler Sample Sample Depth Smple Well Graphic Ground Water Informatlon <br /> Penetro• Blow Type Recovery No. Intrvl Detail Log Date 11/1/00 11/2'00 12/12/00 <br /> meter Count or Time 10:15 10:45 <br /> Uncor. Drilling Depth(ft) 14.00 10.08 11.38 <br /> Method Presentation Order for boil an or RocK Descriptions <br /> (tst) (NI6in) (ftlft) (ft) (USCS;Partical Sizes(%),Color;Density or Consistency,Moisture;Other) <br /> 3 SPT 1.5/1.5 B-4 :': (SP) SAND Continued. <br /> 5 18/12 21 <br /> 3.00 13 B-5 s? (CL)SANDY CLAY, Fld, Est.:85%Low Plastic Fines, 15%Fine Sand; <br /> HA 2 ;>::f: Grayish Brown (10YR, 5/2); Very Stiff; Saturated. <br /> /%. <br /> 3 <br /> • ref. <br /> 4 : (SM) SILTY SAND, Fld. Est.:30% Low Plastic Fines, 70% Fine Sand; <br /> Grayish Brown (10YR, 5/2); Medium Dense; Saturated. <br /> 25 <br /> 6 SPT 1.5/1.5 B-6 <br /> 10 22/12 6fff ' (CL)SANDY CLAY, Fld. Est.:80%Low Plastic Fines, 20% Fine Sand; <br /> 3.50 12 B-7 +i Grayish Brown (10YR, 5/2);Very Stiff; Saturated, <br /> HA 7 <br /> X+ <br /> 8 5 -1. <br /> 9 . . . (SP)SAND, Fld. Est.: 2%Low Plastic Fines,98%Fine Sand; <br /> Yellowish Brown (10YR, 5/6); Dense; Saturated. <br /> 30 <br /> 4 SPT 0.8/1.5 B-8 <br /> 11 34/12 1 <br /> 23 <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 /> BoringI_ogs20,012-02.x1s,MW-5(2) Project No. 20,012-02 <br />
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