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ARCHIVED REPORTS_LIMITED PHASE 2 SOIL REPORT
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2900 - Site Mitigation Program
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PR0538761
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ARCHIVED REPORTS_LIMITED PHASE 2 SOIL REPORT
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Last modified
2/12/2020 5:32:20 PM
Creation date
2/12/2020 9:24:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
LIMITED PHASE 2 SOIL REPORT
RECORD_ID
PR0538761
PE
2950
FACILITY_ID
FA0022259
FACILITY_NAME
PORT OF STOCKTON, ROUGH & READY
STREET_NUMBER
23
STREET_NAME
HOOPER
STREET_TYPE
DR
City
STOCKTON
Zip
95203
APN
16203007
CURRENT_STATUS
01
SITE_LOCATION
23 HOOPER DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B10 <br /> Address Drilling Contractor Drilling Method Backfill Material <br /> Port of Stockton Rail Facility <br /> Stockton California Cascade Drilling Hand Auger Cement Grout <br /> Logged By Approved By Sampling Method Boring Depth Boring Diameter <br /> S . Morden L . Holden Grab Sample 2 ft. 3 in . <br /> Antea Group Project Number Headspace Monitoring Device Date Drilling Started Date Drilling Completed <br /> UPR8298 PID 4/16/14 4/16/14 <br /> LITHOLOGY SAMPLING DATA <br /> Lit <br /> >° z, o. L > <br /> c Graphic °' `� °' ~ 4111 <br /> .� `� <br /> CL U VISUaI °? cam E CL > a) > `o J 0 Backfill a <br /> > a) cn U) � a n E a o c M M <br /> W o Log Description 0 a) co L) JQ m o Details o <br /> _ — cn <br /> 0 0 <br /> 0 <br /> ML Sandy Silt ; some very fine-fine grain dry Cement <br /> sand , low plasticity , light tan Grout : <br /> 0-2 ft . <br /> 0 . 0 1 . 5-2 . 0 G 100 <br /> End of boring at 2 ft . bgs . <br /> -5 5 5 <br /> SS��NAL G6 �(q . <br /> 0 <br /> UA HOLDEN TA <br /> No . 8584 <br /> - 10 10 Exp , Q 10 <br /> tP <br /> OF CN <br /> - 15 15 15 <br /> -20 - - 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> ante6group <br /> Pagel of 1 <br /> 4 Water Level During Drilling XINOGEN � <br />
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