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ARCHIVED REPORTS XR0004080
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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KETTLEMAN
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2449
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3500 - Local Oversight Program
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PR0543823
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ARCHIVED REPORTS XR0004080
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Entry Properties
Last modified
10/22/2018 1:20:09 PM
Creation date
10/22/2018 10:41:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0004080
FileName_PostFix
XR0004080
RECORD_ID
PR0543823
PE
3528
FACILITY_ID
FA0003760
FACILITY_NAME
SUNWEST LIQUORS
STREET_NUMBER
2449
Direction
W
STREET_NAME
KETTLEMAN
STREET_TYPE
LN
City
LODI
Zip
95242
APN
02741005
CURRENT_STATUS
02
SITE_LOCATION
2449 W KETTLEMAN LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
Scanner
WNg
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EHD - Public
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Pressed Methods of Treatment for Contaminated Groundwater <br /> With presence of MTBE the choices for contaminated ground water cleanup are limited. The most <br /> • widely used method in this area is removal by Activated Carbon Filter.Activated Carbon Filter will also <br /> absorb Benzene and the compounds of gasoline. The pump test conducted by ACT (see Appendix B) <br /> proved that the groundwater on this site can be cleaned up with the use of Activated Carbon Filtration <br /> to proposed levels. This method is also now in use about two miles east of this site for cleanup of a large <br /> gasoline with MTBE spill. The EPA is conducting experiments in bioremediation as a cleanup method <br /> for MTBE, but there is no conclusive method recommended at this date. <br /> Activated Carbon Filtration presents the best fit for this site. US Filter proposes that three ASC-2000 <br /> filters be connected in series and fed with a pump suitable to produce up to 45 psi. The existing <br /> extraction well is equipped with a 4" conduit connected to the underground equipment enclosure. There <br /> is power to the equipment enclosure to operate all the equipment on a continuous basis. <br /> Filtered water disposal is the most pressing problem with is proposal. The City of Lodi will not allow any <br /> reclaimed water to be dischargedinto the sanitary sewer.The City will allow discharge into the industrial <br /> sewer,which is located about 200 feet to the south of the equipment enclosure in the eastbound lane of <br /> Kettleman Lane. Construction of a discharge line from the equipment enclosure to the industrial sewer <br /> would require jacking a 1" discharge line from the enclosure to the manhole (see Fig. 3 below). <br /> aw E <br /> �+ PROPOSED PIPE JAOKMG OF -DISCHARGE LIN <br /> Y Hg oi0 P <br /> f 'STAPB=9kAM <br /> -�TPlig■5 P <br /> Nol18TRIAL SEWER MANHOLE <br /> SUNWEST UOUIORS PLOT PLAN <br /> _ _ = <br /> -CONCENTRATION CONTOIJRS FOR TPHg As OF W11102 <br /> Fig. 3 <br /> lei <br /> 4 <br />
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