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ARCHIVED REPORTS XR0000218
EnvironmentalHealth
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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 XR0000218
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Entry Properties
Last modified
2/5/2019 11:28:20 AM
Creation date
2/5/2019 11:01:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000218
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 58475-06-02 r�6 <br /> BORIHGIWELL MO. 51W-14A <br /> W z w M O 4 DATE DRILLED 11/16/01 WATER LEVEL(ATD) 14 63m WELL r HEADSPACE <br />' w w <br /> Ca <br /> CONSTRUCTION (PPM)n EQUIPMENT BK B1 DRILLER V&W DRILLING <br /> SOIL DESCRIPTION <br />' FILL ° 0 ° o <br /> Medium dense, Silty GRAVEL [GM], 1/4-inch to 1/2-finch in <br /> size,withcla� _---- ---- -- -- ° a <br />' 2 69 -14A-1 -geo textile fabric ° ° 02 <br /> 0845 Hard, dry, moderate yellowish brown, (10YR 5/4) SILT, [ML] a p <br /> 321 014 3 sob comes moist ve stiff ° ° 0 0 <br /> 4 ALLUVIUM <br /> Very stiff, moist to damp, moderate yellow brown (IOYR 5/4), ° a 41 <br /> 5 20 DIW-14A-4 Clayey SILT [ML],with iron oxide staining <br /> 0900 ° ° <br /> 6 47 b fW-14A-6 Hard, damp, moderate yellow brown(IOYR 5/4), fine Sandy — o o 12 1 <br /> 7 0910 CLAY LL]----------- — 42 o <br /> 36 -14A-7 o a 80 <br /> g 0923 Very stiff to hard,damp,pale yellowish brown(10YR 612), <br /> 9 Silty CLAY, iron oxide staining, hydrocarbon odor, Manganese o 0 <br /> 40 -14A-9 concretions [CL] _ __ a ° 1237 <br /> ' 10 0932 Very stiff, dainp, moderate brown(5 YR 3/4), fine Silty SAND <br /> 11 28 -14A40 114 [SM], slight odor 200 <br /> 0942 <br /> 12 I- __-------- .._- --- ---- ------- -- <br /> 64 W-14A-1 11 Hard, dry, pale yellow brown (10 YR 612) Silty CLAY [CL] 311 <br /> 13 0957 <br /> 14 -Z/ ——73 MW-14A-13 Q Hard,damp, moderate yellowish brown(10YR 5/4),CLAY 278 <br /> ' 15 1010 [CL], some fine sand,slight hydrocarbon odor,calcium <br /> 32 -14A-1 carbonate fibers 3 1 <br /> 16 1025 -saturated layer of poorly graded sand <br /> ----- ---------- ---- - ------ <br /> ' 17 38 IAW-14A-16 Very stiff, saturated, moderate yellow brown(IOYR 6/2) SILT 0 <br /> 1040 [ML] <br /> 18 40 -14A-1 0 0 <br /> BORING TERMINATED AT 1 S 2 METERS <br /> 19 1050 S , <br /> 20 <br /> ' 21 <br /> 22 <br /> 23 , <br /> 24 <br /> Figure AI, Log of Boring MW-14A, page 1 of 1 ENV-WELL STOCKTNGPJ 12/t 1101 <br /> CASING ELEVATION NA QUANTITY OF FILTER MATERIAL 9 45kg bags <br /> DIAMETER&TYPE OF CASING 10cm Sch 40 PVC WELL SEAL&INTERVAL 10.97-11.58m Bentonite chips <br /> ' CASING INTERVAL 0- 18.2m WELL SEAL QUANTITY 1 23.5kg bag <br /> WELL SCREEN 0.5 mm ANNULUS SEAL/INTERVAL Cement Grout,015- 10.97m <br /> SCREEN INTERVAL 12 2- 18 2 m ADDITIVES 3% Bentonite <br /> WELL COVER 0.3 in Traffic Rated Christie Box WELL DEPTH 182 <br /> FILTERPACK/INTERVAL 11.6- 18 2 m ENGINEER/GEOLOGIST West Bourgault <br /> VOTE THE LOG OF SUBSURFACE CONDITIONS SHOWN HEREON APPLIES ONLY AT THE SPECIFIC BORING OR TRENCH LOCATION AND AT THE DATE INDICATED IT IS NOT <br /> WARRANTED TO BE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS AND TIMES <br />
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