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ARCHIVED REPORTS_XR0011974
EnvironmentalHealth
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PR0545892
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ARCHIVED REPORTS_XR0011974
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Last modified
7/22/2020 3:00:49 PM
Creation date
7/22/2020 2:23:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011974
RECORD_ID
PR0545892
PE
3528
FACILITY_ID
FA0003601
FACILITY_NAME
ARCO STATION #826951*
STREET_NUMBER
130
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205-5561
APN
15502064
CURRENT_STATUS
02
SITE_LOCATION
130 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Mr Nuel Henderson, SJCEHD April 7,2006 <br /> . Well Installation Report <br /> ARCO Facility No 5469 <br /> Stockton,California <br /> Page 4 <br /> Additional soil from each sampled interval was placed and sealed in plastic bags to allow <br /> the accumulation of volatile organic compound (VOC) vapors within the airspace in the <br /> bags A portable photo-ionization detector (PID) was used to measure VOC <br /> concentrations from each sample, in parts per million by volume (ppmv) PID results are <br /> included on the boring logs presented in Appendix B PID results were also used to <br /> evaluate which soil samples should be sent to the laboratory for chemical analysis <br /> Groundwater Monitoring Well Installation <br /> Wells MW-11 through MW-13 were constructed using 4-inch diameter schedule 40 PVC <br /> well casing and 20 feet of 0 02-inch diameter factory slotted well screen Wells MW-11 <br /> and MW-13 were screened from approximately 33 to 53 feet bgs and well MW-12 was <br /> screened from approximately 32 to 52 feet bgs A filter pack of LonestarTM 43 sand was <br /> placed in the annular space around the well from the bottom of the casing to <br /> approximately 2 feet above the top of the well screen Approximately 3 feet of bentonite <br /> was placed on top of the filter pack and hydrated with clean water to provide a transition <br /> seal for the well The remaining annular space around the well casing was backfilled to <br /> surface grade with neat cement A traffic rated vault box was placed over the wells, and a <br /> watertight locking cap was placed on the top of the well casing Well details and DWR <br /> well completion reports for MW-11 through MW-13 are included in Appendix B <br /> Well Development and Sampling <br /> Wells MW-11 through MW-13 were developed on February 23, 2006, by surging and <br /> bailing with a bailer Groundwater pumping was also utilized to develop wells MW-12 and <br /> MW-13 Development continued, to the extent practical, until the groundwater discharge <br /> stream appeared free of suspended sediment <br /> Stratus returned to the site on March 6, 2006, to sample the newly installed wells The first <br /> quarter 2006 groundwater sampling event was also completed at this time Prior to <br /> sampling, approximately 3 well casing volumes (approximately 20 to 22 gallons) were <br /> purged from each monitoring well The groundwater samples were subsequently collected <br /> using a new, clean, disposable bailer Groundwater recovered in the bailer was transferred <br /> to properly preserved containers (voas) supplied by the laboratory Each sample was <br /> subsequently labeled, identified on a chain-of-custody form, and placed in an ice-chilled <br /> cooler Field data sheets from the well development and groundwater sampling events are <br /> presented in Appendix C The newly installed groundwater monitoring wells will be <br /> incorporated into the site quarterly monitoring program <br /> K IBp-Arco for URS\5469\Reports\ARC05469-wellreport2006 doc 5MAT[15 <br />
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