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COMPLIANCE INFO
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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2900 - Site Mitigation Program
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PR0544019
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COMPLIANCE INFO
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Last modified
2/18/2021 9:57:46 AM
Creation date
2/18/2021 9:55:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544019
PE
2960
FACILITY_ID
FA0025031
FACILITY_NAME
FORMER SHELL SERVICE STATION
STREET_NUMBER
434
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
167-150-310
CURRENT_STATUS
01
SITE_LOCATION
434 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
QC Status
Approved
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SJGOV\lsauers
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EHD - Public
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September 16, 2020 <br /> Former Shell Service Station <br /> 434 East Dr. Martin Luther King Jr. Blvd. <br /> Page 3 <br /> casing to a depth not less than three feet below the ground surface. The well casing shall then be cut <br /> off six inches above the bottom of this excavation and removed. During the sealing operation, the <br /> grout used to fill the well shall be allowed to spill over into the excavation and fill it for a thickness of <br /> one foot and form a cap which has a diameter of at least on foot greater than the diameter of the <br /> originally drilled hole. This procedure should result in the exposed edge of the casing being covered <br /> with six inches of grout. After the sealing operation and the sealing material have set, the excavation <br /> shall be back filled with clean native soil. <br /> The upper three feet of well casing and annular materials will be removed and the remainder of the <br /> borehole backfilled with neat cement to a depth one foot below the ground surface. The surface will <br /> be completed with concrete to match surface grade. <br /> Wells MW-2, MW-3, MW-4, and MW-5 will be abandoned by overdrilling to total depths. The well <br /> casing and construction materialsxax will be removed by drilling out with a hollow stem auger to the <br /> total depth. The boreholes will be filled with neat cement will be mixed at a ratio of approximately 6 <br /> gallons of water to one 94-pound sack of cement and up to 4 pounds of bentonite gel. The surface will <br /> be completed with concrete to match surface grade. <br /> Soil cuttings generated will be placed in 55-gallon drums and transported off-site for disposal. <br /> All work will be performed under a site-specific WPI Site Safety and Health Plan and the supervision <br /> of a California Professional Geologist. <br /> REPORTING <br /> The proposed activities will be initiated upon receipt of appropriate permits. SJCEHD staff will be <br /> notified at least three days in advance of the scheduled work activities. A report summarizing the well <br /> abandonment activities will be submitted within 60 days following completion of all field work. <br />
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