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FIELD DOCUMENTS
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0505722
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Last modified
1/30/2020 11:29:04 AM
Creation date
1/30/2020 9:56:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0505722
PE
2951
FACILITY_ID
FA0006961
FACILITY_NAME
KJAX
STREET_NUMBER
5451
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95202
APN
10122041
CURRENT_STATUS
02
SITE_LOCATION
5451 E HARDING WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Woodward-Clyde Federal S�Klces Alh Project Name: KJAXStocProject No.8054,1AX40AK <br /> V <br /> Well Number and Location:B-4 southwest of former UST excavation Elev. and Datum: <br /> Drilling Agency: EN PROB Driller: Dennis Siligo Date Started: 05/26/95 <br /> Date Completed: 05/26/95 <br /> '-' Drilling Equipment: GEO PROBE 5400 Total Depth: 31' <br /> Drilling Method: Direct Push Technology(DPT) Drill bit: 1 1/4' Sampler: Probe-Drive Sampler <br /> Size and Type of Casing: NA Water First Compl. 24 HRS <br /> Level: NA <br /> Type of Perforation: NA &From: <br /> It To: ft No, of Dist. Undist. <br /> Size and Type of Pack: NA ft To: Samples 7 <br /> Seal: ft Logged by: Checked by: <br /> neat cement grout mixture 0 ft To: 31 ft B. Loskutoff R. Fagerness <br /> jc <br /> ywm MONITORING m LITHOLOGIC DESCRIPTION LfHOLOOV CONSTRUCTION E o3 <br /> v REMARKS <br /> 0'-CLAYEY SILT,dark brown,dry,firm to stiff, ML Start 0830 <br /> 1 20%clay DPT to desired <br /> sample intervals, no <br /> 2 cuttings generated <br /> y 2 to 4' @ 0835 <br /> 3 <br /> ® 3'-same, light yellow brown, 30%clay HNu=0 <br /> 'r 4 1 B-4-1 <br /> 5 <br /> V <br /> 6 <br /> �. 7 <br /> 8 <br /> 8'-CLAYEY SANDY SILT,brown, moist,firm, 30-40%clay ML 8 to 10' 0840 <br /> 9 HNu=0 <br /> �.. 10 2 B-4-2 <br /> 11 11 to13' @0845 <br /> V <br /> 12 same <br /> HNu=0 <br /> y 13 3 B-4-3 <br /> .. 14 <br /> 15 <br /> V <br /> 16 <br /> 16 to 18' @ 0855 <br /> 1.. 17 HNu=0 <br /> 17'-CLAYEY SILTY SAND, light brown, moist, medium SM <br /> dense,very fine to fine grained sand,20%clay 4 B-4-4 <br /> 18 <br /> Field Log of Boring B-4 Page 1 of 2 <br />
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