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FIELD DOCUMENTS_FILE 2
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540885
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FIELD DOCUMENTS_FILE 2
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Last modified
4/10/2020 9:11:42 AM
Creation date
4/10/2020 8:42:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
FileName_PostFix
FILE 2
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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SJGOV\sballwahn
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EHD - Public
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To further determine the extent and bevel of ground water and <br /> soil contamination installation of ��j`o additional monitoring wells <br /> is proposed. Proposed well locations based on the results of the <br /> SVCA and previous investigations are illustrated in Figure 11 -1 . <br /> IN accordance with the San Joaquin Health Department and <br /> California Regional Water Quality Control Board Guidelines the <br /> holes will be drilled to the depth of approximately 30-35 feet , <br /> i .e . , 20 feet below the static water level or 5 feet into the <br /> competent clay layer encountered below the water table. The <br /> boreholes will be drilled using a hollow stem auger . During <br /> drilling soil samples will be collected using the California <br /> Modified split spoon sampler with brass lining starting at five <br /> feet below the surface to the total depth of the borehole, every <br /> five feet. <br /> The samples from just above the water table will be analyzed for <br /> total petroleum hydrocarbon and selected gasoline constituents <br /> using modified EPA 8015 , 8020 and 602 methods as appropriate. <br /> Boreholes will be completed on monitoring wells with screen, <br /> 0 . 020-in slot, schedule 40 at intervals 10 feet above to the 20 <br /> feet below of static water level or to the competent clay layer . <br /> Above the screen to the surface, schedule 40 blank casing will be <br /> installed. Each boring will be equipped with bottom threaded <br /> plug and well cap. <br /> Ann <br /> An space from the bottom to approximately 2 feet above the <br /> screen will be filled with t3 Monterey sand. Sand pack will be <br /> covered with 2 feet of bentonite seal and cement grout to the <br /> surface. Top of casing will be secured with water tight Christy <br /> box, that can be opened by special wrench, and to protect the <br /> well from unauthorized entry. <br /> Each well after completion will be developed using either a <br /> submerge pump oz PVC bailer (dependent upon yield ) . After well ' <br /> development all existing wells MW1 , MW21 MW3 , MW4 , and MW5 will <br /> i <br /> 4 <br />
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