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ARCHIVED REPORTS_XR0008403
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WASHINGTON
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2040
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2900 - Site Mitigation Program
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PR0506560
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ARCHIVED REPORTS_XR0008403
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Last modified
6/22/2020 8:34:24 AM
Creation date
6/22/2020 8:18:23 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008403
RECORD_ID
PR0506560
PE
2960
FACILITY_ID
FA0004535
FACILITY_NAME
CAL-FARM SUPPLY
STREET_NUMBER
2040
Direction
W
STREET_NAME
WASHINGTON
City
STOCKTON
Zip
95206
APN
14503004
CURRENT_STATUS
01
SITE_LOCATION
2040 W WASHINGTON
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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Boring & Well Construction Log Kennedy/Jenice/Chilton <br /> -IORDVG LOCATIDN NEAR NE END OF BUILDING <br /> Boring/Well Name B-2 <br /> DRILLM �AW <br /> SPECTRUM EXPLORATION o"XLM MIKE Project Name CAL—FARM <br /> DRILLING NETHDD (S) HOLLOW STEM AUGER DRILL ST(S)SIZE 8—INCH 882526 00 <br /> Project Number <br /> ISOLATION CASING FROM TO, FT <br /> NONE - - LEVAnoN AND DATuMTOrAL nErTrl <br /> BLANK CASH FROM TO FT NOT MEASURED 26 5 FT <br /> NONE — — A STAR PATE COMPLETED <br /> PERFORATED CASING FROM TO FT 4/6/89 4/6/89 <br /> NONE — — STATIC WATER ELEVATION <br /> SIZE AND TYPE OF FILTER PACK FROM TO FT 15 5 FT <br /> SEAL <br /> NONE FROM To FT- - L Y M DOCKUM/L LAUDON <br /> NONE — ^^ SAMPLING UEVM WELL COMPLETION <br /> GROUT FROM To FT CONTINUOUS CORE/ a SURFACE Hwsm <br /> NEAT CEMENT/BENTONITE GROUT 26 5 SURFACE SPLIT SPOON o STAND PIPE rT <br /> ' SAMPLES WELL CONSTRUCTION <br /> P" 'DEPTH u= MOM OVA SAMPLE DESCRIPTION AND DRILLING REMARKS <br /> TYPE REODYERY RESIST (FT) LOG <br /> l IVO. (FEET) !L1 <br /> #1 1 5 3 x x x 0 CLAY MEDUIM BROWN/REDDISH BROWN, 10% <br /> g x x x 0 $I "5% FINE SAND, MODERATELY MOIST, <br /> x x x FIRM BUT CRUMBLES EASILY <br /> x x x <br /> tf CC x x x <br /> 4 5 x x x 5 00 <br /> #2 1 5 s NEAT CEMENT/ x x x 0 <br /> 8 BENTONITE x x x <br /> GROUT -xamr x <br /> CC x x x <br /> X x x CL <br /> 5 10 x x x 10 0 <br /> #3 1 5 9 x x x 0 AS ABOVE - COLOR CHANGE AT 15 FT, <br /> 14 MEDUIM BROWN TO DARK GREEN CLAY AT <br /> x x x WATER TABLE -20% SILT, HIGH MOISTURE <br /> x x x CONTENT <br /> CC x x x <br /> x x x <br /> j 4 15 x x x 15 0 <br /> #4 1 5 s 4 0 <br /> 8 x x x 0 <br /> X x x <br /> i <br /> C C x x x SILT 10--20% SAND HIGH MOISTURE CONTENT <br /> ]] x x x ML <br /> _120 x x x 20 0 <br /> 5 15 4 x x x 0 <br /> Tt x x x 0 <br /> x x x CLAY- GREEN, 10% SILT, HIGH MOISTURE ON <br /> JCC x x x CL OUTSIDE OF CORE, FIRM, HIGH TOUGHNESS <br /> x x x <br /> I 2 25 x x x 25 0 <br /> 16 1 50 <br /> I TO x x x 0 <br /> BOTTOM OF BORING AT 26 5 FT <br /> I <br /> NOTES 1 OVA LISTED <br /> YRK / <br /> AUGERS/IN S/INWORKSPACE <br /> N <br /> t 2 HEADSPACE PERFORMED AS <br /> DESCRIBED IN TEXT <br /> 3 GROUNDWATER ENCOUNTERED <br /> AT TIME OF DRILLING <br /> I <br /> 4 ALL CONTACTS ARE APPROXIMATE <br /> 5 CC = CONTINUOUS CORE <br /> SHEET 1 OF --1- <br />
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