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ARCHIVED REPORTS_XR0010333
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545688
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ARCHIVED REPORTS_XR0010333
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Last modified
5/21/2020 3:56:51 PM
Creation date
5/21/2020 10:28:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010333
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Another portion of the core was placed in a sealed plastic bag & <br /> screened with the PTD meter using the same technique described <br /> earlier. Additional details are included on EXHIBIT XIV. Drill <br /> cuttings & unused core material were placed in steel drums_ No <br /> odors or evidence of contamination, were noted, and the PID meter <br /> gave a zero reading from the bagged material <br /> Two core barrels were available; while one was being used to take <br /> a core, the other was thoroughly decontaminated with Alconox & <br /> clean water, filled with clean metal tubes, and laid aside until <br /> needed. <br /> Michael Collins, REHS, from the San Joaquin County PHS, EHD, <br /> arrived at 1015 to witness operations. The augers were advanced <br /> to 50' , at which point the properly prepared core barrel was <br /> lowered into the hole, and a core was taken from 50' to 51 ' 6" . <br /> The same field procedures described above were followed; there <br /> was no reading from the PID when placed in a sealed plastic bag <br /> containing some of the cored sediment. Details are given on <br /> EXHIBIT XIV. <br /> Another core was taken from 60' - 61 ' 6" and handled by the same <br /> . procedures. No odor or evidence of contamination was noted, and <br /> no PID reading were recorded. Refer to the above exhibit for <br /> details. The San Joaquin County representative left. <br /> The lithology consisted of tan to brown dense clay; slightly <br /> plastic & firm. Drilling became quite difficult, and at 1145 the <br /> clutch on the drive shaft burned out. Operations were suspended <br /> until 1400 while the clutch was replaced. Drilling continued to <br /> 70' and a core was taken from 70' - 71' 6" . When the core was <br /> retrieved, the bottom was wet, indicating that groundwater had <br /> been encountered. Recovery consisted of 12" of wet, tan silty <br /> clay; very dense, sli.ghly friable. A sample tested with the PID <br /> showed zero. A tape was lowered in the flights & located water <br /> at 71-72' , which agreed with depths measured in monitoring wells <br /> on the property. A core sample was preserved according to the <br /> field procedures described earlier. <br /> The auger flights were advanced to 83' preparatory to completion <br /> as a monitoring well. The blanking plug was retrieved; it had <br /> some very wet silty clay on the bottom. 4" OD, blank & slotted <br /> flush screw .joint PVC was made up and run inside the augers to <br /> 83' _ The bottom 15' had . 02" shop-made slots & was equipped with <br /> a screw-type bottom cap. The crest was blank, screw-thread <br /> casing; no cement was used in making up the casing string. The <br /> annular space from bottom to 65' was filled with 7 sacks of 03 <br /> lonestar screened sand, which was poured down the annulus from <br /> the surface after sealing the top of the PVC with a plastic cap <br /> The pipe was vibrated frequently during placement of the gravel <br /> 6 <br />
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