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ARCHIVED REPORTS XR0001149
EnvironmentalHealth
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DR MARTIN LUTHER KING JR
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620
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0001149
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Entry Properties
Last modified
3/4/2019 10:40:43 PM
Creation date
3/4/2019 3:43:35 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001149
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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SOIL MANAGEMENT PLAN FOR TANK REPLACEMENT <br /> 620 West Charter Way, Stockton, Caltfornta <br />' Delta Project No 40-8&586 <br /> Page 6 <br /> 1 Soils generated from this excavation will be stockpiled on site until analytical tests have been completed <br /> by the mobile laboratory on site (on 12-hour turnaround) Following completion of laboratory analyses, <br />' the soil disposal will be at an appropriate landfill facility as discussed m Section 3 3 <br />' 3.2 Excavation and Removal of Old Tanks and Product Lines <br /> Excavation and removal of the old tanks and product lines are expected to generate approximately 725 <br />' cubic yards of soil The dimensions of the old tank excavation will be approximately 31 x 32 feet in plan <br /> and 17 feet deep Soils generated during excavation will be stockpiled on site, pending laboratory results <br />' The appropriate disposal destination will then be determined, based on laboratory data <br /> Seven soil samples will be collected from the base of the two tank excavations (fuel tank and waste oil <br /> tank excavations) One soil sample will be collected for each 20 lineal feet of product line trenches A <br /> composite sample from the soil stockpile will be submitted to the laboratory to characterize the average <br /> hydrocarbon concentrations in these soils These samples will be analyzed according to the Tri-Regional <br /> Recommendations described in Section 12 (Table 3) <br />' FolIowin excavation and sampling activities, the former tank excavations and product line trenches will <br /> $ P � <br />' be backfilled with clean, imported fill material and compacted to 95 percent proctor density <br />
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