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ARCHIVED REPORTS XR0003044
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2900 - Site Mitigation Program
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PR0508132
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ARCHIVED REPORTS XR0003044
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Last modified
10/10/2018 8:56:54 AM
Creation date
10/9/2018 4:34:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS XR0003044
FileName_PostFix
XR0003044
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
Scanner
TMorelli
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EHD - Public
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Chevron Products Company 2 <br />Former Chevron station #9-5775 301 West Kettleman Lane LodiCalifornia c ber 9 2000 <br />101 stabilize the groundwaterplume to prevent movement ofMtBE toward Well 12. A <br />soil vapor extraction system and a groundwater pump and treat system with one <br />extraction well was started on 3 July. Since then the groundwater pumping rate has <br />dropped from approximately 2 gallons per minute (gpm) to less than 0.2 gpm. <br />Groundwater contour maps in the PAR and FRP show the groundwater plume is <br />moving off-site to the west and southwest, therefore, the plume has not been <br />stabilized. <br />As stated in the RWQCB's Review Problem Assessment Report and Final Remediation <br />Plan, Former Chevron Station #9-5775, 301 West Kettleman Lane, Lodi, Cleanup and <br />Abatement (C&A) Order No. 5-00-704, dated September 22, 2000 (attached to the <br />NOV) operation of a soil vapor extraction system and an interim groundwater extraction <br />were initiated on July 3, 2000, in accordance with the C&A Order compliance date. <br />Gettler-Ryan has indicated that operation of these remedial systems has been <br />continuous to the extent possible since startup, with the exception of short periods of <br />time for re -development of the extraction well and minor routine maintenance of the <br />systems. As noted in the RWQCB's comment, the groundwater pumping rate in EX -1 <br />has declined from 2 gpm to 0.2 gpm. <br />During a telephone conversation with Marty Hartzell of the RWQCB in June 2000, <br />SECOR requested that additional wells (MW -13 and MW -14) be evaluated for pumping <br />• groundwater; however, the RWQCB did not approve the addition of more pumping <br />wells due to their concern of expanding the plume (documented in the FRP, dated <br />August 25, 2000). Prior to this in April 2000, SECOR also requested approval to install <br />remedial oxygen diffusion wells to help prevent the migration of hydrocarbons in <br />groundwater offsite. The RWQCB did not approve the installation of these wells as <br />stated in their letter dated May 19, 2000. <br />SECOR requested that the extraction wells be re -developed and the RWQCB verbally <br />approved this request on August 23, 2000. In addition, SECOR requested approval to <br />initiate pumping from well MW -14 (renamed as MW-14/EX-2), and the RWQCB <br />agreed at this time. On August 31, 2000, remedial piping was installed for a proposed <br />future extraction well (EX -3) to be located near monitoring well MW -1. Between late <br />August and September 19, 2000, access restrictions associated with construction <br />activities slightly delayed the implementation of these approved activities. On <br />September 19, 2000, wells MW-14/EX-2 (located in the southwest corner of the site), <br />MW -13 (located in the southeast corner of the site), and well EX -1 were re -developed. <br />On September 22, 2000, groundwater extraction was initiated from well MW-14/EX-2. <br />A sustainable extraction rate of approximately 0.1 gallons per minute (gpm) was <br />established for both EX -1 and MW- 141EX-2. Monitoring and capture zone analysis is <br />ongoing to evaluate plume capture. Preliminary capture zone data (discussed below) <br />suggests that the capture zone resulting from the pumping of wells EX -1 and MW- <br />14/EX-2 extends from the area of the extraction wells offsite onto and possibly across <br />4., <br />077.41991.0431October 9, 2000.doc <br />
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