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ARCHIVED REPORTS XR0009300
EnvironmentalHealth
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EL DORADO
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2315
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009300
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Last modified
7/24/2019 1:23:35 PM
Creation date
7/24/2019 1:02:17 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009300
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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r4e4100-91 Tech&&$!iu Page 2 <br /> Groundwater Monitonng Report <br /> Project No 723 2 <br /> June 21,2006 <br /> ' consecutive event This condition is reflective of the greater than normal precipitation this <br /> winter/spring <br /> Groundwater gradient calculations indicate that shallow groundwater flow is N43'E at 0 007 <br /> ft/ft This is consistent with the site's historical directions that have been predominantly to <br /> ' the northeast The intermediate and deep aquifer zones' gradients were calculated to be <br /> N45°E at 0 007 ft/ft and N53°E at 0 003 ft/ft, respectively The deepest aquifer zone gradient <br /> monitored by wells MW-101, MW-307, MW-308 and MW-309 had a variable gradient due <br /> to a localized high near MW-101 <br /> Field evidence recorded during borehole installation indicates that petroleum hydrocarbon <br /> contamination is present on the adjacent property across N El Dorado Street— an active Shell <br /> service station The Valentine (Castle Motors) site plume extends off site toward the Shell <br /> Station and evidence suggests that a co-mingled plume may be present The lateral extent of <br /> the groundwater plume was undefined down gradient of CMTTM well set MW- <br /> 8/108/208/308 A limited site investigation consisting of three CPTTM borings was <br /> ' completed on February 21 — 23, 2006 The results of that effort showed that the plume <br /> appears to extend approximately 300 feet or less down gradient to the northeast of the site) <br /> We have recommended that interim remediation be considered before this plume migrates <br /> any further and the cost for cleanup continues to increase A work plan for interim remedial <br /> action utilizing high vacuum dual phase extraction, air stripping and carbon filtration of <br /> ' extracted groundwater technologies has been sent to SJC/EHD for approval SJC/EHD <br /> approved the work plan and the permitting for the extraction and treatment system <br /> procurement, installation, and operation is underway We have received building and sewer <br /> ' discharge permits from the City of Stockton PG&E has identified high pressure gas service <br /> at the adjacent residential property and we received permission from this property owner to <br /> extend a line to the Castle Motors site on March 31, 2006 We have re-applied to the City of <br /> ' Stockton Building Department for an amended permit for the new gas service on the east side <br /> of the building GTI will continue to follow up on this issue <br /> ' 1.0 GROUNDWATER MONITORING <br /> In November, 2003, three new continuous multi-chambered tubing (CMTTM) wells were <br /> installed to further define the vertical and lateral extent of the soil and groundwater plumes <br /> (see Figure 13 for well locations and Table 8 for well construction details) The boreholes for <br /> the new wells' were installed to the north, east, and southwest of the site across E Castle, N <br /> El Dorado Street and W Adams Street, respectively <br /> rAs previously reported by GTI, the CMTTM wells were so tightly coiled for shipping that it <br /> was difficult to install the wells without the tubing corkscrewing in the borehole, even when <br /> the casing was stretched out on the ground in the sun to warm and relax the coils The result <br />
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