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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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PROJECT NO. 58100-06-1 1 A <br /> CD BORING/WELL NO. MW 4 <br /> F- ~ U- J <br /> WHW W N(n r Z = DATE DRILLED 4/26/95 WATER LEVEL (ATD) 64.0 WELL HEADSPACE <br /> O 4 Z W J <E F- CONSTRUCTION (PPH) <br /> d m J EQUIPMENT MOBILE B-61 H.S.A DRILLER WESTEX <br /> SOIL DESCRIPTION <br /> QO. ' 4 INCH ASPHALT <br /> FILL (12 INCH BASE MATERIAL) 02 11:2-o <br /> 2 Dense, brown, Sandy, fine to coarse GRAVEL o. o.� <br /> ALLUVIUM <br /> 3 Very dense dry, light orange-brown, Sandy CLAY <br /> with trace silt (CL) IN/// <br /> 4 89 MW4-I <1 <br /> 5 1422 /i <br /> 6 <br /> 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - / <br /> 8 _ Stiff, moist, light brown, Clayey SILT trace fine sand <br /> (ML) j <br /> 9 67 MW4-2 <1 <br /> 10 1434 <br /> 11 <br /> 12 - <br /> 13 <br /> 14 / / <br /> 60 MW4-3 -Trace of calcium carbonate / <1 <br /> 15 1442 <br /> 16 <br /> 17 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> 18 Very dense, moist, light reddish-brown, Clayey, <br /> 19 ��� fine-grained SAND (SC) / <br /> 60 M4-4 4 � <1 <br /> . <br /> 20 <br /> 21 <br /> 22 � <br /> . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- <br /> - 23 Stiff, moist, brown to olive-brown, Clayey SILT with <br /> 24 trace of fine to coarse sand (ML) <br /> 63 MW4-5 /1 1 <br /> <1 <br /> Figure A-4, log of Boring MW 4 Continued Next Page SYD <br /> CASING ELEVATION: QUANTITY OF FILTER MATERIAL: 7 - 100 11) bags <br /> DIAMETER& TYPE OF CASING: 4 inch PVC sched. 40 WELL SEAL& INTERVAL: Bentonite chips 53.5 to 56.5 feet <br /> CASING INTERVAL: 0 to 59 feet WELL SEAL QUANTITY: 2 - 701b bags <br /> VELL SCREEN: 0.020 inch ANNULUS SEAL/INTERVAL: Cement-bentonite 2 to 53.5 feet <br /> SCREEN INTERVAL: 59 to 74 feet ADDITIVES: none <br /> WELL COVER: 12 inch Traffic rated cover WELL DEPTIi: 74.3 feet _ <br /> FILTERPACK/INTERVAL: #3 Sand 56.5 to 74.3 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 TIMES. <br />
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