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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 Se*lceS" Project Name: KJAX-Stocktl) Project No.8054-1AX40AK <br /> Well Number and Location: B-2 near Pro ane Tank Elev. and Datum: <br /> Drilling Agency: EN PROB Driller: Dennis Siligo Date Started: 05/25/95 <br /> ` DrillingEquipment: Date Com feted: <br /> GEO PROBE 5400 Total Depth: 31' <br /> Drilling Method: Direct Push Technology(DPTj Drill bit: 1 1/4' Sam ler: Probe-Drive Sam ler <br /> Size and Type of Casing: NA Water First Compl. 24 HRS <br /> Type of Perforation: Level: NA <br /> NA From: ft To: ft No. of Dist. Undist. <br /> Size and Type of Pack: NA From: ft To: Samples 1 9 <br /> v Seal: <br /> ft Logged by: Checked by: <br /> neat cement grout mixture From: 0 ft To: 31 ft B. Loskutoff R. Fagerness <br /> (D vnaw°r LITHOLOGIC DESCRIPTION MONITORING WELL n c <br /> CONSTRUCTION In o 0 REMARKS <br /> 0'-CLAYEY SILT, light yellow brown,dry, hard,20% ML Start 1058 <br /> 1 clay DPT to desired <br /> sample intervals, <br /> 2 no cuttings <br /> generated <br /> 3 <br /> 4 <br /> 5 <br /> @ 5'- SANDY CLAYEY SILT,brown, moist,firm to stiff, ML 5to7' @1105 <br /> 6 20%clay, 15%very fine grained sand <br /> HNu=0 <br /> 7 1 B-2-1 <br /> 8 <br /> V <br /> 9 <br /> 10 0 10 to 12' 1120 <br /> 0 10'-CLAYEY SILT, light brown,firm, moist,20-30% ML <br /> clay <br /> 11 HNu=O <br /> 12 2 B-2-2 <br /> V <br /> 13 <br /> 14 <br /> 15 <br /> 15 to17' 01130 <br /> V <br /> 16 HNu=0 <br /> ' @ 16'-SILTY SANDY CLAY,brown,firm, moist, 15-20% CL <br /> 17 very fine grained sand 3 B-2-3 <br /> 18 18-20' @ 1135 <br /> �- (see next page) <br /> Field Log of Boring B-2 Page 1 of 2 <br /> V <br />
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