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ARCHIVED REPORTS XR0000240
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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1604
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3500 - Local Oversight Program
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PR0543431
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ARCHIVED REPORTS XR0000240
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Entry Properties
Last modified
2/5/2019 3:38:23 PM
Creation date
2/5/2019 2:07:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000240
RECORD_ID
PR0543431
PE
3528
FACILITY_ID
FA0003683
FACILITY_NAME
Caltrans-Stockton
STREET_NUMBER
1604
Direction
S
STREET_NAME
B
STREET_TYPE
St
City
Stockton
Zip
95206
APN
171-090-08
CURRENT_STATUS
02
SITE_LOCATION
1604 S B St
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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^ROJECT NO. S8100-06-1 1 A <br /> ,x� W o BORING/WELL NO. 6 <br /> F— lL J <br /> wHw I j(nc\i� E _ = DATE DRILLED 4 25/95 WATER LEVEL (ATD) 65.0 WELL EADSPACE <br /> U- 3 <L CONSTRUCTION (PPM) <br /> Ld�m U) J EQUIPMENT MOBILE B-61 H.S.A DRILLER WESTEX <br /> SOIL DESCRIPTION <br /> Q0.77 4 INCH ASPHALT <br /> FILL <br /> 12 inch Dense, brown, Sandy GRAVEL_ (GP) j <br /> 6 inch light brown, poorly graded, fine SAND (SP) / <br /> 3 ALLUVIUM _ <br /> Stiff, moist, dark brown, CLAY, trace fine to coarse <br /> 4 sand (CL <1 <br /> MW6-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 5 0817 � Very dense, moist, red-brown, Clayey SAND, trace silt <br /> 81 � ./ (SC) <br /> 6 -/ <br /> 7 i <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 8 Stiff, moist, red-brown, Clayey SILT, trace fine sand <br /> (ML) <br /> 9 77 MW6-2 1.5 <br /> 10 0823 / <br /> 11 <br /> 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> Medium dense, moist, red-brown, Clayey, fine SAND <br /> 13 ` trace silt (SC) <br /> 14 25 MW6-3 _ 2.5 <br /> 15 0834 <br /> 16 <br /> 17 <br /> 18 _ <br /> 19 <br /> 37 MW6-4 i Dense, moist, red-brown, Clayey, fine SAND trace silt 7 <br /> 20 0838 (SC) <br /> 21 <br /> 22 / <br /> 23 Stiff, moist, olive-brown, Sandy CLAY trace silt (CL) <br /> 24 73 W6-5 / 24 <br /> Figure A-10, log of Boring MW 6 Continued Next Page SYD <br /> CASING ELEVATION: QUANTITY OF FILTER MATERIAL: 7.5 - 10011) bags <br /> DIAMETER& TYPE OF CASING: 4 inch PVC sched. 40 WELL SEAL& INTERVAL: Bentonite chips 54.5 to 56.4 feet <br /> CASING INTERVAL: 0 to 58.50 feet WELL SEAL QUANTITY: 2 - 501b buckets _ <br /> TELL SCREEN: 0.020 inch ANNULUS SEAL/INTERVAL: Cement-bentonite 1.5 to 54.5 f et <br /> SCREEN INTERVAL: 58.5 to 73.5 feet ADDITIVES: none <br /> WELL COVER: 12 inch Traffic rated cover WELL DEPTH: 73.8 feet <br /> FILTERPACK/INTERVAL: #3 Sand 56.4 to 74 ft ENGINEER/GEOLOGIST: IAN MOORIIEAD <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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