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ARCHIVED REPORTS_REPORTS
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2025
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2900 - Site Mitigation Program
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PR0505804
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Entry Properties
Last modified
1/31/2020 5:13:09 PM
Creation date
1/31/2020 3:55:30 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
REPORTS
RECORD_ID
PR0505804
PE
2960
FACILITY_ID
FA0007013
FACILITY_NAME
KOPPEL STOCKTON TERMINAL
STREET_NUMBER
2025
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
CURRENT_STATUS
01
SITE_LOCATION
2025 W HAZELTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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• <br /> • <br /> • <br /> SHEET 1 of 1 PROJECT NUMBER: BORING NUMBER: • <br /> 320184.RA.32 KII.08 • <br /> SOIL BORING LOG <br /> PROTECT NAME: HOLE DEPTH(ft): DRILLING CONTRACTOR: • <br /> Kopel Stockton Termimal Site 15.00 WDC <br /> SURFACE ELEVATION: NORTHING(CCS NA083 Z2): EASTING(CCS NAD63 Z2): DATE STARTED: DATE COMPLETED: • <br /> --R.MSL -- — 7/11/201113:30 7/11/201113:50 <br /> WATER LEVEL: DRILLING METHOD: DRILLING EQUIPMENT: • <br /> 13 feet bgs Direct Push <br /> LOCATION:Stockton,CA CASING DIAMETER: inches LOGGED BY: q Northup • <br /> X s� SOIL DESCRIPTION • <br /> � � pislwslmox <br /> USCS GROUP NAME(USCS GROUP SYMBOL):colon melsture,mineralogy, • <br /> K p y sn density,structure,cementation,staininglodor,reaction with HCL.COARSE COMMENTS <br /> u 'Ea Pasts-sg FRACTION:grain size,angularity,hardness,shape.FINE FRACTION: (e.g.: DRILLING FLUID LOSS,TESTS, • <br /> p y x xo t:a xf plssticity,dry strength,toughness,tlilalaney.Additional comment. OR DRILIFR COMMENTS,ETC.) <br /> 1 80 0 10 90 CLAY(CL),very dark gray(2.5Y 3/1),stiff,plant and root fragments. 0 to 2 feet bgs.soil sample at 13:30. • <br /> 2 0 20 BO SILT(ML),dark yellowish brown(10YR 4/4),dry,firm,some fine sand. • <br /> 3 2 to 4 feet bgs.soil sample at 13:35. • <br /> 4 • <br /> 5 ORGANIC CLAY(OL),black(2.5Y 2.5/1),fine,moist,met fragments. q to fi feel bgs.sail sample at 13:40. <br /> 6 100 0 0 ICK CLAY(CL),dark gray(2.5Y 4/1),moist,firm,medium plasticity. • <br /> 7 <br /> 0 0 SILT(ML),olive brown(2.5Y 4/4),moist,firm,low plasticity,wet at • <br /> approximately 9 feet bgs. <br /> 8 • <br /> 9 <br /> 10 • <br /> 11 100 Temporary well screened from 10 to 15 feet • <br /> bgs.with 1 inch pre-packed screen. <br /> 1Y Groundwater sampled on 7/11/2011 at 15:00. • <br /> pH:6.96. <br /> 13 • <br /> 14 <br /> 15 _ • <br /> Boring Terminated at 15 feet bgs • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> • <br /> CH2MHILL • <br /> • <br /> • <br />
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