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FIELD DOCUMENTS_FILE 1
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0540885
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FIELD DOCUMENTS_FILE 1
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Last modified
4/10/2020 9:11:29 AM
Creation date
4/10/2020 8:40:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 1
RECORD_ID
PR0540885
PE
2960
FACILITY_ID
FA0023381
FACILITY_NAME
FORMER EXXON SERVICE STATION NO 73942
STREET_NUMBER
4444
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11022017
CURRENT_STATUS
01
SITE_LOCATION
4444 N PERSHING AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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locations that should capture the majority of the known dissolved <br /> hydrocarbons at the subject site. The remaining existing wells <br /> will function as observation wells to monitor the effectiveness <br /> of the system. Based on the development plans that EA has <br /> received, except for MW3, the locations of the pumping wells, <br /> trench, and treatment system should have no conflict with the <br /> proposed development. MW3 will be in a vapor-tight vault inside <br /> the building, unless the Regional Board approves removing the <br /> well-. - <br /> The <br /> ellThe system has been designed for 24-hour, unattended operation. <br /> To protect the effluent from breakthrough, the Lower Explosive <br /> Limit ( LEL) meter over the effluent holding tank will shut down <br /> the entire system should the organic vapors above the treated <br /> water exceed a preset limit . This LEL meter also will serve to <br /> protect the storm sewer system against the accumulation of <br /> explosive vapors from the treatment system. <br /> Because it appears that the full extent of contamination has not <br /> been defined, as indicated in EA' s April 1988 report, future <br /> expansion contingencies have been built into the proposed system. <br /> The oil/water separator has been oversized to accomodate a <br /> possible increase in flow. Extra piping ducts will be installed <br /> during the initial construction so that minimum retrenching and <br /> filling will be necessary. These measures should greatly reduce <br /> costs of expanding the system, should the need to install <br /> additional groundwater depression pumps arise. <br /> 4 <br />
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