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ARCHIVED REPORTS XR0001833
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0544430
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ARCHIVED REPORTS XR0001833
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Entry Properties
Last modified
5/7/2019 2:30:41 PM
Creation date
5/7/2019 2:18:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001833
RECORD_ID
PR0544430
PE
3526
FACILITY_ID
FA0005370
FACILITY_NAME
PARMAR TEXACO
STREET_NUMBER
521
Direction
N
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
521 N CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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. quality assurance/quality control procedures The samples are transported in a chilled container to <br /> a state-certified, hazardous waste testing laboratory <br /> Cuttings from the soil borings are stored in 55-gallon, U S Department of Transportation <br /> (DOT)-approved drums, roll-off bins, or other appropriate containers, as approved by the client <br /> Each container is labeled with the number of the soil boring(s) from which the waste was <br /> derived, the date the waste was generated, and other pertinent information The drums are stored <br /> at the site of generation until sample laboratory analytical results are obtained, at which time the <br /> soil is disposed of appropriately A soil boring log is completed for each soil boring and includes <br /> the following minimum information <br /> • date of drilling, <br /> • location of soil boring, <br /> • project name and location, <br /> • soil sample names and depths, <br /> • soil descnptions and classifications, <br /> • standard penetration counts (rigs), <br /> • photoionization detector readings, <br /> • drilling equipment, <br /> • soil boring diameter, <br /> • sampling equipment, <br /> • depth to groundwater in soil boring, <br /> • name of person performing logging, <br /> • name of supervising registered geologist, and <br /> • name of drilling company (rigs and direct push) <br /> 3 Soil Boring Completion Procedures <br /> All soil borings are either properly abandoned or completed as a well <br /> 3.1 Abandonment <br /> Each soil boring that is not completed as a well is backfilled with bentonite grout, neat cement, <br /> concrete, or bentonite chips with a permeability less than that of the surrounding soils, and/or soil <br /> cuttings, depending on local regulatory requirements or client instructions Grout is placed by the <br /> tremie method Backfilling is performed carefully to avoid bridging The type of backfill material <br /> is noted on the soil boring log <br /> Main\D\Environmental\ParmarTexaco\Workpla"42003 wpd 4 <br />
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