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ARCHIVED REPORTS XR0000257
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 XR0000257
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Entry Properties
Last modified
2/5/2019 2:16:00 PM
Creation date
2/5/2019 1:30:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000257
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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1 <br /> PROJECT NO S8100-06-IIA <br /> 1-- W <br /> CD BORING/WELL NO. Mw -ii <br /> - <br /> W <br /> m aJ. a - <br /> WHW W ¢ : DATE DRILLED�4/26/96 WATER LEVEL(ATD) ES O, WELL HEADSPACE <br /> 0. N EQUIPMENT MOBILE B-61 H S A DRILLER WESTEX CONSTRUCTION (PPM) <br /> SOIL DESCRIPTION <br /> o ° 4 INCH ASPHALT <br /> Pig <br /> O <br /> FILL —° o <br />' 2 12 Inch Dense= browns Sandy GRAVEL LGPj- - _ - <br /> 6 inch i► ht brown poorly graded, fine SAND SP <br /> 3 ALLUVIUM <br /> Stiff, moist, dark brown, CLAY, trace fine to coarse i <br /> W6-1 sand <l <br /> — <br /> 4 // f <br /> _(CLZ _ _ _ _ - - _ .. _ _ - �. - - - - - - - - - - - - - - - - , <br /> 5 0817 ,� Very dense, moist, red brown, Clayey SAND, trace silt <br /> 6 <br /> 81 (SC) <br /> 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> / <br />' 8 Stiff, moist, red-brown, Clayey SILT, trace fine sand <br /> 9 (ML) <br /> 77 W6-2 1 5 <br /> 10 0823 <br /> Il <br /> 12 / - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 13 �� Medium dense, moist, red-brown, Clayey, fine SAND <br /> trace silt (SC) <br /> 14 25 W6-3 f// 25 <br /> 15 0834 <br /> 16 <br /> 17 <br /> 18 <br />' 19 37 W6-4 Dense, moist, red-brown, Clayey, fine SAND trace silt 7 <br /> 20 0838 // (SC) <br /> 21 <br /> 1 22 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 1 23 Stiff, moist, olive-brown, Sandy CLAY trace silt (CL) <br /> 24 73 W6-5 24 <br /> 1 Figure A-10, log of Boring MW 6 Continued Next Page SYD <br /> CASING ELEVATION QUANTITY OF FILTER MATERIAL 7.5 - I 001 Bags <br /> DIAMETER& TYPE OF CASING 4 Inch PVC sched. 40 WELL SEAL do INTERVAL Bentonite chips 54 5 to 56 4 fee <br /> CASING INTERVAL 0 to 58.50 feet WELL SEAL QUANTITY 2 - 501b buckets <br /> WELL 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 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 TIDIES <br />
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