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SITE HISTORY
Environmental Health - Public
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EHD Program Facility Records by Street Name
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5451
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2900 - Site Mitigation Program
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PR0505722
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SITE HISTORY
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Entry Properties
Last modified
1/30/2020 10:57:05 AM
Creation date
1/30/2020 9:57:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
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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SJGOV\sballwahn
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EHD - Public
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II � <br /> ( 1 <br /> Woodward-Clyde Federal Services AM Project Name: KJAXStockton Project No.8054.IAX40AK� <br /> Well Number and Location: B-2 near Propane Tank Elev. and Datum: <br /> Drilling Agency: EN PROB Driller. Dennis Siligo Date Started: 05/25/95 <br /> Date Com leted: 05/25/95 <br /> Drilling Equipment: GEO PROBE 5400 Total Depth: 31' E <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: it To: it No.of I Dist. Undist. 4 <br /> Size and Type of Pack: NA From: ft To: Samples 9'� P <br /> Seal: ft Logged by: Checked by: <br /> neat cement grout mixture From: 0 it To: 31 it B. LOSkUTOff R. Fagerness <br /> LITHOLOGIC DESCRIPTION 'n WGY consrnucnoNLL E o <br /> REMARKS <br /> ® <br /> 0' -CLAYEY SILT, light yellow brown, dry, hard,20% ML Start 1058 l <br /> 1 clay DPT to desired 'll <br /> sample intervals, <br /> no cuttings <br /> j . 2 generated <br /> 3 4 <br /> 4 <br /> 5 5to7e1105I } <br /> 0 5'- SANDY CLAYEY SILT,brown, moist,firm to stiff, ML <br /> 20%clay, 15%very fine grained sand <br /> 6 HNu,=0 <br /> 7 1 B-2-1 <br /> i <br /> 8 <br /> 9 <br /> I 10 ML 10 to 12' 0 1120 <br /> @ 10'-CLAYEY SILT, light brown,firm, moist,20-30% <br /> 11 clay HNu'=0 <br /> 12 2 822 <br /> 1 4 � <br /> 13 4i <br /> 14 <br /> 15 15 to17' a1130h <br /> i <br /> 16 HNu=0 <br /> 0 Is'-SILTY SANDY CLAY, brown,firm, moist, 15-20% CL I! <br /> 17 <br /> very fine grained sand 3 B-2-3 <br /> i <br /> 18 18-20' 0 11351 <br /> (see next page),1 <br /> Field Log of Boring B-2 Page 1 of 21� <br />
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