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ARCHIVED REPORTS XR0000237
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 XR0000237
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Entry Properties
Last modified
2/5/2019 2:22:09 PM
Creation date
2/5/2019 11:59:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000237
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 S8100-06-1113 <br /> LL J o BORING/WELL NO. M»f 9 <br /> _I PID <br /> OHti Z W M 2 X DATE DRILLED 1/29196 WATER LEVEL (ATD) 62 0' WELL HEADSPACE <br /> H CONSTRUCTION (PPM) <br /> LLJ p a 1-4 J EQUIPMENT Mobile B-61 H S A DRILLER V & W <br /> SOIL DESCRIPTION <br /> 4 INCH ASPHALT — o <br /> °o <br /> 1 GRAVEL RASE ROCK ° D ° a <br /> oa o0 <br /> 2 ALLUVIUM 11'0_ <br /> p '76 <br /> Stiff, moist, orange brown, Clayey SILT (ML) a a e <br /> -- <br /> 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - °p °a <br /> 019- °o- <br /> 4 Stiff, moist,brown, Silty CLAY (CL) c p '16 <br /> -- <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --°- °qa <br /> 5 24 MW9 -1 Medium dense, moist, light brown, Sandy SILT with a D a 30 <br /> 6 0755 some clay (ML) o °o <br /> pd o QO o <br /> 7 <br /> 8 <br /> 9 °o °a <br /> aa� °do <br /> 10 40 MW9-2 - 010 oa <br /> 24 <br /> 11 0800 D 0o <br /> 00 <br /> 12 -Weakly cemented, trace calcium carbonate L D o <br /> 13 <br /> TV .. <br /> 4 D <br /> o ° <br /> 14 °a 0 <br /> 15 49 MW9-36 4 40 <br />' 0805 -Fine grained sand lense °a a ° <br /> 16 a. <br /> °a vQ <br />' 17 ° o ° <br /> p a <br /> 18 °ate 110 V.. <br /> °p °D <br /> 1 9 ° 'P D P <br /> °Q °Q <br /> 20 50/6" MW9-4 -Carbonate stringers, weakly cemented 4 20 <br />' <br /> 21 0815 °oa ad <br /> °p as <br /> 22 co v °o 0 <br /> °4 °D <br /> 23 oP p1� <br /> °4 °D <br /> Figure A-1, log of Boring MW 9 Continued Next Page SYD1 <br /> CASING ELEVATION QUANTITY OF FILTER MATERIAL 12 - 100111 Bags <br /> DIAMETER& TYPE OF CASING 4" Dig PVC WELL SEAL & INTERVAL Bent Chips 54-57ft <br /> kw <br /> ASING INTERVAL 4-59ft WELL SEAL QUANTITY 2 - 501b Bags <br /> ELL SCREEN O 420 in ANNULUS SEAL/INTERVAL Cement 0-54ft <br /> CREEN INTERVAL 59-79ft. ADDITIVES None <br /> ELL COVER 12" Traffic Rated Cover WELL DEPTii 79 Oft <br /> LTERPACKANTERVAL #3 Sand 57-79ft 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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