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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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B
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B
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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
Tags
EHD - Public
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PROJECT NO 58100-06-18 <br /> } BORING1VVELL NO <br /> }" i— L� .J O F 1 D <br /> W~� z W LLJ (L Z z DATE DRILLED )!7195 WATER LEVEL.(ATD) b�(1' WELL HEADS <br /> PACI <br /> F- CONSTRUCTION (PPM) <br /> a-10 J EQUIPMENT CME 75 H S A DRILL ER IIAZMAT <br /> ' SOIL DESCRIPTION <br /> 0 3 ASPHALT 06 <br /> o a <br /> 1 ° BACK FILL SOIL 4 <br /> ' 2 0 4 Medium dense, moist, brown, Sandy angular GRAVEL 4 06 <br /> (GP) °Q P 1119-1 <br /> 3 nq 06 04 <br /> ' o0 00 <br /> 4 _ °a °4 <br /> ° °47 o °q <br /> 5 26 VW1-5 ° a � 0 47-4 CI <br /> ' 6 0905 06 <br /> °ao °a a <br /> 7 ° a °4 °4 <br /> D D <br /> ' 'd o 0 P <br /> 8 nQ �� <br /> 10 <br /> ° O <br /> Q o O o <br /> 9 0 <br /> d <br /> ' i0 15 VW1- ° - - - - -- - - - - - - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - -— cl <br /> 11 10 <br /> 0920 ALLUVIUM <br /> 12 Firm., dry, brown, moderately cemented, Clayey SILT, <br /> pinhole structures and calcium carbonate cementation <br /> - - - - - -- - - - - — <br /> 13 - (ML) - - - - - <br /> Firm, moist, light brown, Silty CLAY, strong <br /> 14 hydrocarbon odor, medium plasticity, carbonate > 1000 <br /> stringers, trace sand (CL) <br /> 1 S 26 V W- > 1000 <br /> 16 15 <br />' 0940 <br /> 17 <br /> 1$ -Becomes olive-brown, brown mottled <br />' 19 <br /> 20 63 VW1- > 1000 <br /> 21 20 <br /> 1015 <br /> 22 - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - <br /> 23 Firm, moist, brown, Clayey SILT, trace sand, <br /> carbonate stringers, strong hydrocarbon odor(ML) <br /> 24 <br /> Figure A-1, log of Boring VW 1 Continued Next Page SHP10 <br /> CASING ELEVATION QUANTITY OF FILTER MA rERIAL 43 - 10011) Bags <br /> DIAMETER&TYPE OF CASING 4" Dia PVC WEI L SEAL&INTERVAL Bentonite Pellets <br /> CASING INTERVAL 0 - 125 WELL SEAL QUANTITY 2 - 501b Buckets <br /> WELL SCREEN 0 03" ANNUI LIS SEALnNTERVAI Cement - Bentonite <br /> SCREEN INTERVAL 125 -975 ADDITIVES 20 Galton of Water <br /> WELL COVER 12" Traffic Rated WELL DEP'T'H 97 5 <br /> FILTERPACK/INTERVAL #3 SAND 12 - 100 ENGINEER/GEOLOGIST IAN MOORHEAD <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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