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ARCHIVED REPORTS_XR0011478
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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FREMONT
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3500 - Local Oversight Program
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PR0545174
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ARCHIVED REPORTS_XR0011478
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Last modified
1/13/2020 3:27:54 PM
Creation date
1/13/2020 2:35:37 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011478
RECORD_ID
PR0545174
PE
3528
FACILITY_ID
FA0004965
FACILITY_NAME
CHEVRON USA (INACT)
STREET_NUMBER
3246
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
APN
14341001
CURRENT_STATUS
02
SITE_LOCATION
3246 E FREMONT ST
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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A gravel pack of No. 2/16 Lonestar sand was placed in the annular space around the well screen <br /> to approximately three feet above the top of the screen. A surge block was used to tighten the <br /> sand pack before a 1 1/2- to 2-foot Bentonite plug was placed on top of the sand and hydrated <br /> with deionized water. <br /> A tremie pipe was used to fill remaining annular space with neat cement grout in order to reduce <br /> the risk of damage to the Bentonite seal from free-falling grout. <br /> 3.4 WELL DEVELOPMENT <br /> The wells wete developed, following the EA protocol (see Appendix C), on 13 August 1990. <br /> Records were maintained of the purging methods and volumes of water purged (Appendix F). <br /> All purge-water was contained on the site in 55-gallon drums in a fenced enclosure. <br /> 3.5 WELL DESTRUCTION <br /> Three monitoring wells(MWl-MW3) were destroyed,in accordance with San Joaquin County <br /> Health Department regulations, The wells were found dry in February 1989 and have not been <br /> sampled since, and they could serve as a potential means of introducing contaminants to the <br /> subsurface. All three wells were overdrilled with a 6-inch hollow-stem auger, and as much of <br /> the 2-inch diameter PVC and well completion materials were recovered as possible. The result- <br /> ing hole was filled with neat cement grout from the bottom of the boring to within 10 feet of the <br /> surface using a tremie pipe, a►td the remaining 10 feet was filled using the free-fall method. <br /> After the cement settled a few feet,the boreholes were filled to the surface with soil. <br /> 3.6 WELL SURVEY <br /> The elevations of the tops of the well casings were surveyed relative to two existing monitoring <br /> wells and referenced to mean sea level, using a transit and stadia rod, shooting off a known <br /> elevation point. Yellow paint was used on the top of the well casing to mark the survey point, to <br /> provide an established reference point for all future water level measurements. The results of <br /> weff surveying and gauging are presented in Table 6. <br /> 3.7 GROUNDWATER SAMPLING <br /> The wells were sampled on 17 August 1990,following standard EA protocol (Appendix Q. The <br /> presample purge records are included in Appendix F The two groundwater well samples, a trip <br /> blank, and a decontamination blank were analyzed by the laboratory for TPH as gasolin. with <br /> BTXE distinction by DHS-modified EPA Method 8015/8020. <br /> c67/97780/tx 5 <br /> - 1 <br />
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