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ARCHIVED REPORTS XR0006586
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505513
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ARCHIVED REPORTS XR0006586
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Entry Properties
Last modified
6/21/2019 10:29:06 AM
Creation date
6/21/2019 9:02:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006586
RECORD_ID
PR0505513
PE
2950
FACILITY_ID
FA0006438
FACILITY_NAME
United # 5446
STREET_NUMBER
1403
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12323246
CURRENT_STATUS
02
SITE_LOCATION
1403 W COUNTRY CLUB BLVD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Monitoring Well Installation Report-Tosco(Former BP)Service Station No 11192 <br /> Sel2le iber 26,2001 <br /> with 2 inch diameter, poly-vinyl chloride (PVC) well casing The bottom 20 feet of the casing <br /> consisted of 0 020-inch machine-slotted screen RMC Lonestar#3 sand was installed in the annular <br /> space, from the bottom of the boring to two feet above the top of the screened interval The wells <br /> were then sealed with bentonite followed by neat cement grount Additional-well construction <br /> details are presented on boring logs in Appendix B) <br /> The deep on-site monitonng well (MW-11) was installed within an 53 foot deep, 8 5-inch diameter <br /> steel conductor casing On August 8, 2001, Woodward installed the conductor casing inside a 15- <br /> inch diameter borehole dnlled with HSAs to 53 feet bgs The annular space between the borehole <br /> and the conductor casing was backfilled with one foot of bentonite and 51 feet of neat cement <br /> grout, placed through a tremae pipe to approximately one foot bgs This grout was allowed to cure <br /> for approximately 38 hours prior to drilling through the conductor casing <br /> On August 10, 2001, the boring for MW-11 was advanced to 79 feet bgs with 8-inch HSAs through <br /> the conductor casing MW-11 was constructed with 79 feet of 2-inch diameter PVC well casing, <br /> the bottom 10 feet consisting of 0 020-inch machine slotted well screen The well was completed <br /> with RMC Lonestar #3 sand, bentonite and neat cement placed through a tremae pipe The <br /> construction details for MW-11 are shown on the boring logs in Appendix B <br /> . 3.2 Well Monitoring, Development,and Sampling <br /> Monitoring, development, and sampling of the newly installed wells was performed by GR <br /> personnel All groundwater samples were submitted for chemical analysis under chain-of-custody <br /> documentation to Sequoia Analytical in Walnut Creek, California Copies of the well development <br /> and field monitoring data sheets are included in Appendix C Monitoring data are summanzed in <br /> r Table 1 <br /> Wells MW-8, MW-9 and MW-10 were developed and sampled on August 16, 2001 Depth to <br /> groundwater was measured and each well checked for the presence of separate-phase hydrocarbons <br /> prior to development Separate-phase hydrocarbons were not detected in any of the wells None of <br /> the wells dewatered during development However, MW-11 contained approximately 48 feet of <br /> sediment inside the well casing and could not be developed on August 16, 2001 After being <br /> properly developed, groundwater samples were collected from MW-8, MW-9 'and MW-10 in <br /> appropriate containers supplied by the laboratory <br /> On August 21, 2001, Woodward used approximately 75 gallons of fresh waster to flush the <br /> sediment out of MW-11 The sediment and water removed,from MW-11 were contained in 55- <br /> gallon drums and stored on site On August 22 2001, GR personnel developed MW-11 according <br /> the procedure detailed in Appendix A After the well was developed groundwater samples were <br /> collected and submitted for chenucal analysis as described in Paragraph 4 2 <br /> • <br /> 14024505-2 <br /> r <br /> 5 <br /> r <br />
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