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ARCHIVED REPORTS XR0003037
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003037
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Last modified
10/10/2018 8:55:31 AM
Creation date
10/9/2018 3:49:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003037
FileName_PostFix
XR0003037
RECORD_ID
PR0508132
PE
2957
FACILITY_ID
FA0007953
FACILITY_NAME
CHEVRON #9-5775
STREET_NUMBER
301
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04514002
CURRENT_STATUS
01
SITE_LOCATION
301 KETTLEMAN LN
P_DISTRICT
004
QC Status
Approved
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TMorelli
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EHD - Public
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Chevron Products Company 16 <br />Fortner Chevron service Station #9-5775, 301 west Kettleman Lane, Lodi, Califomia lute 5, 2001 <br />Given the assumption that increasing the flow rate of the existing treatment system to 30 gpm is <br />. feasible, Chevron is currently evaluating various extraction strategies to provide adequate <br />containment of the hydrocarbon plume These strategies include an angled extraction well beneath <br />Kettleman Lane and the installation of extraction wells south of Kettleman Lane <br />63.1 Angled Extraction Well <br />Installation of an angled extraction well on the comer of Kettleman Lane and South Lee Avenue is <br />expected to increase the radius of capture of the GWE significantly The well would be <br />constructed at an angle of 30° to 45°, extending beneath Kettleman Lane <br />While installation of an angled extraction well would greatly facilitate hydraulic capture, <br />significant technical challenges may be encountered during installation of this well The primary <br />challenge involves installing the well in a manner that does not allow significant directional <br />changes to occur, which may prevent the installation of a pump. This challenge may be overcome <br />by the installation of the relatively small pump (i a 3" or 4") in an oversize well (i a 6" or 8') <br />well, however success is not guaranteed SECOR estimates a total cost of $45,000 for the <br />installation of the well and the associated trenching and plumbing <br />632 Extraction Wells South of Kettleman Lane <br />The final method of enhancing groundwater extraction in the vicinity of the site involves <br />installation of extraction wells south of Kettleman Lane Installation of these wells would require <br />either surface or subsurface trenching across Kettleman Lane to lay extraction piping and <br />associated electrical conduit Permitting challenges associated with this option are expected to be <br />significant <br />Operation of extraction wells south of Kettleman Lane would extend the radius of capture to <br />include all known points of impact, Well 12, and the adjacent Shell service station One drawback <br />to operation of such a system is that existing contamination beneath Kettleman Lane may actually <br />be drawn from the former Chevron station toward the municipal well Furthermore, contamination <br />from the Shell service station may be drawn into the extraction system Nevertheless, Chevron <br />views this as a feasible remedial approach to provide adequate hydrocarbon plume containment <br />SECOR has approximated the total cost for the installation of the two extraction wells and the <br />associated trenching and plumbing to be $85,000 <br />Remedial options, estimated costs, feasibility and associated comments are presented in tabular <br />fashion below <br />11Chevron1957751ParFrp19-5775PARFRP2 doe <br />
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