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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/Jenks/Chilton <br /> BWNG LEILATION <br /> NEAR BURIED FUEL TANK Boring/Well Nome B—] <br /> WILLING cnwANr <br /> SPECTRUM EXPLORATION DSR MIKE Project Name CAL—FARM <br /> . DRILLING NETMD s) HOLLOW STEM AUGER DRILL SIT(S) Sa 8—INCH <br /> IsoEAnoN CASING <br /> FROM TO FT <br /> Project Number 88252600 <br /> NONE — — ELEVATION AND DATUM TOTAL DEPTri <br /> } BLANK CASH FROM TO FT NOT MEASURED 25 FT <br /> NONE - - DATE STARTED DATE COMPLETED <br /> PERFORATED CASING FROM TO FT 4/5/89 4/5/89 <br /> —, NONE — — STATIC(NATER ELEVATION <br /> i <br /> 9ff AND TYPE OF FILTER PACK NONE —FROM TO F7 16 FT <br /> � — Y <br /> SEAT NONE f"M TO — FT M DOCKUM/L LAUDON <br /> +TELL COMPLETION <br /> GROUT FROM To FT CONTINUOUS CORE/ fl swAcE Nousm <br /> NEAT CEMENT/BENTONITE GROUT 25 SURFACE SPLIT SPOON O STAND PIPE FT <br /> 5AMPM �Fi L CONSTRUCTION <br /> PEN TH uses <br /> TYPE FAY RESIST (Fr) COLOR SAMPLE DESCMPIION AND DRUM REMARKS <br /> NO (FEET) K) (FT) Loc <br /> ASPHALT AND GRAVEL <br /> s 5 z x x 0 CLAY DARK BROWN TO BLACK, FIRM '5y <br /> #1 1 x x x ML/ SAND, LOW MOISTURE, HIGH TOUGHNESS LOW <br /> 9 x x x CL D DRY STRENGTH, GRADES TO LIGHT GRAY AT <br /> 3-5 FT <br /> I CC x x x <br /> x x x T <br /> 5 5 5 D CLAY GRAY TO LIGHT GRAY, 5% SILT, <br /> #2 1 5 t5 x x x D 5% GR VGHNE55 SAND, MODERATELY MOIST, <br /> x x x <br /> NEAT CEMENT/ <br /> cc BENTONITE x x x <br /> GROUT 4bx x <br /> 1 <br /> 10 x x x 10 0 <br /> $3 1 5 5 0 x x x 0 <br /> 13 <br /> f• x x x <br /> x x x <br /> C C x x x CI AY" AS ABOVE, DARK GRAY TO BLACK AT <br /> x x x CL 14 FT, VERY STRONG PETROLEUM ODOR <br /> 15 x x x 15 35 <br /> J4 1 5 5 0 <br /> 8 .a x x x D <br /> x x x <br /> I � <br /> x x x <br /> CC <br /> x x x <br /> 1 ZO x x x 20 >i <br /> 90 CLAY- AS ABOVE, MOISTURE CONTENT <br /> 5 1 5 0 INCREASES AT 19-20 FT, VERY STRONG <br /> x x x PETROLEUM ODOR <br /> x x x <br /> CC x x x <br /> x x x <br /> BOTTOM OF BORING AT 25 FT <br /> NOTES 1 OVA LISTED BY HEADSPACE/ <br /> IN AUGERS/IN WORKSPACE <br /> I 2 HEADSPACE PERFORMED AS <br /> DESCRIBED IN TEXT <br /> . 3 0 GROUNDWATER ENCOUNTERED <br /> AT TIME OF DRILLING <br /> 4 ALL CONTACTS ARE APPROXIMATE <br /> 5 CC - CONTINUOUS CORE <br /> s <br /> ' SHEET 1 OF -1— <br />
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