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ARCHIVED REPORTS_PHASE II ENVIRONMENTAL SITE ASSESSMENT
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ARCHIVED REPORTS_PHASE II ENVIRONMENTAL SITE ASSESSMENT
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Last modified
4/3/2020 2:20:39 PM
Creation date
4/3/2020 2:08:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
PHASE II ENVIRONMENTAL SITE ASSESSMENT
RECORD_ID
PR0527620
PE
2959
FACILITY_ID
FA0018715
FACILITY_NAME
LEARNER COMPANY, THE
STREET_NUMBER
2711
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95203
APN
14503009
CURRENT_STATUS
01
SITE_LOCATION
2711 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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BORING LOG <br /> \�V�Gr]� <br /> • Drill Rig: Direct Push Date Drilled: 5/14/08 Logged By: <br /> s,olutchw est, 1[zxc. <br /> Boring Diameter: 2 Inches Boring Number: B-1 M. Herbert <br /> o Sample ID Depth m Blow Count Feet Descri tion <br /> Completion Lithology P <br /> +� ® • ••: r, � ;/j Silty Clay(CL),dark brown,moist,soft,micaceous,with <br /> • • • gravel<15%,with metal,trace wood and other organic <br /> B-1-1 debris,low plasticity <br /> e ' ` Encountered metal debris at 2.5'bgs,moved boring 1.5' <br /> northeast <br /> • w �f, <br /> ,., .• Vit. /� <br /> B-1-5 ' •n .•. 5 <br /> • • •yl. ,/��, Clay(CH),dark gray,moist,medium stiff,high plasticity <br /> - IleSandy Clay(CL),dark grey,wet from 9'-13.5',very soft,fine <br /> 10 / grained sand,mottled,micaceous,trace organics <br /> Silty Clay(CL),medium brown,wet to moist below 13.5,stiff <br /> 20 <br /> 25 <br /> Completion Notes: Site: <br /> Drilled to 16.5'bgs. The Learner Company <br /> Dropped temporary PVC casing screened at bottom to facilitate 2711 Navy Drive <br /> collection of groundwater grab sample. <br /> Groundwater rose to approximately 8'bgs in cased boring. Stockton, CA <br /> After sampling, backfilled boring with concrete grout to surface <br /> while pulling casing. <br /> Project No.: 704.PRI.05 Page 1 <br /> • <br />
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