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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 B24 <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 3 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 /> 0 `� ami = E <br /> m M a) � M <br /> Graphic = a -- a) CU a J m � <br /> ICU CL L) Visual (n C a E a o a) M � Backfill <br /> w 0 Log D Description a �, C E JQ m o Details o <br /> _ _ <br /> 0 0 <br /> 0 <br /> ML Sandy Silt ; some fine grain sand , low dry Cement <br /> plasticity , brown Grout : <br /> moist 0-3 ft . <br /> ' same as above ; very fine-fine grain sand , <br /> gray with reddish mottling 0 . 0 <br /> 2 . 5111,3 . 0 G 100 <br /> End of boring at 3 ft . bgs . <br /> NAL <br /> Q l�� <br /> LIA HOLDEN <br /> No , 8584 <br /> - 10 10 L Exp , 10 <br /> F A �� <br /> - 15 15 15 <br /> -20 20 1111111111120 <br /> -25 25 25 <br /> G = Grab Sample ( � <br /> antedgroup <br /> Page 1 of 1 4 Water Level During Drilling XINOGEN4' <br />
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