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ARCHIVED REPORTS XR0000203
Environmental Health - Public
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EHD Program Facility Records by Street Name
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1603
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3500 - Local Oversight Program
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PR0543430
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ARCHIVED REPORTS XR0000203
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Entry Properties
Last modified
2/5/2019 10:55:14 AM
Creation date
2/5/2019 10:27:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000203
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
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EHD - Public
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PROJECT NO S8100-06-18 <br /> w o <br /> BORING/WELL NO, VW 1 <br /> aZW HH a_ _j FID <br /> QHS W d Z = DATE DRILLED 9/7!95 WATER LEVEL(ATD) [�f)() WELL HEADSPACE <br /> H CONSTRUCTION (PPM) <br /> EQUIPMENT CME 75 H S A DRILLER IIAZMAT <br /> SOIL DESCRIPTION <br /> 60 V W 1- > 1000 <br /> 26 25 <br /> 1030 <br /> 27 <br /> 28 <br /> ' 29 -Becomes dry, moist, olive-brown, Clayey SILT, trace <br /> coarse sand to fine gravel, calcium carbonate stringers, <br /> 30 strong hydrocarbon odor <br /> 31 VW1- > 1000 <br />' <br /> 31 30 <br /> 1038 <br /> 32 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br />' 33 Firm, moist, dark red-brown, cemented SILT with <br /> 34 clay, trace sand carbonate stringers (ML) <br />' 35 27 VW1- > 100 <br /> 36 35 <br /> 1050 <br /> 37 - - - - - - - - - - - - - - - - - - - - - - - - -- -- -- -- - - - - - - - - - - <br /> 38 Stiff, moist, olive brown, Silty CLAY, carbonate <br /> stringers, trace weathered gravel clasts (CL) <br /> 39 <br /> 40 70 VWI- 520 <br /> 41 40 <br /> 1100 Stiff, moist, olive-brown, Clayey SILT, carbonate <br /> 42 stringers (ML) <br /> 43 <br /> 44 <br /> 45 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - <br /> 47 VW1- 840 <br />' 46 45 Medium dense, moist, red-brown, Silty SAND with <br /> 1120 clay (SM) <br /> 47 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- <br /> 48 Medium dense, moist brown, fine grained, poorly <br /> 49 graded SAND (SP) <br />' <br /> 50 <br /> 58 VW1- <br /> 5l 50 _ _Grades to coarse SAND (GP) <br /> 1210 110 <br /> 1 52 Firm, dry-moist, olive brown, Clayey SILT, weakly — <br /> cemented, calcium carbonate stringers(ML) <br /> - - - - - - - - - - - -- - - - - - <br /> 53 Dense, moist, brown, Sandy SILT, homogeneous (ML) <br /> 54 <br /> Figure A-2, log of Boring VW 1 Continued Next Page SHP10 <br /> NOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND <br /> AT THE DATE INDICATED. IT IS NOT WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES <br />
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