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ARCHIVED REPORTS_XR0004722
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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L
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LOWER SACRAMENTO
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8660
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3500 - Local Oversight Program
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PR0508187
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ARCHIVED REPORTS_XR0004722
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Last modified
3/4/2020 11:38:41 AM
Creation date
3/4/2020 10:36:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004722
RECORD_ID
PR0508187
PE
2950
FACILITY_ID
FA0007980
FACILITY_NAME
CHEVRON SERVICE STATION #9-3232
STREET_NUMBER
8660
STREET_NAME
LOWER SACRAMENTO
STREET_TYPE
RD
City
STOCKTON
Zip
95210
APN
07917039
CURRENT_STATUS
01
SITE_LOCATION
8660 LOWER SACRAMENTO RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Gettler-Ryan Inc Field Methods and Procedures _ <br /> Field Screening of Soil Sam les <br /> A PID is used to perform head-space analysts in the field for the presence of organic vapors <br /> from the soil sample A plastic cap is placed over the end of the sample tube that will not <br /> be saved for chemical analyses The PID probe is placed through a hole in the cap, and the <br /> concentrations of organic vapors in the headspace between the plastic cap and the soil is <br /> recorded PID screening results are recorded on the boring log as reconnaissance data GR <br /> does not consider field screening techniques to be verification of the presence or absence of <br /> hydrocarbons <br /> Construction of Monitoring Wells <br /> Monitoring wells are constructed in the exploratory soil borings with Schedule 40 polyvinyl <br /> chloride (PVC) casing All points are thread joined, no glues, cements, or solvents are used <br /> in well construction The screened interval is constructed of machine-slotted PVC well <br /> screen which generally extends from the total well depth to a point above the groundwater <br /> An appropriately-sized sorted sand is placed in the annular adjacent to the entire screened <br /> interval A bentonite seal is placed in the annular space above the sand, and the remaining <br /> annular space is sealed with neat cement or cement grout <br /> Wellheads are protected with water-resistant traffic-rated vault boxes placed flush with the <br /> ground surface The top of the well casing is sealed with a locking waterproof cap A lock <br /> is placed on the well cap to prevent vandalism and unintentional introduction of materials <br /> into the well <br /> Measurement of Water Levels <br /> The top of the newly-installed well casing is surveyed by a California-licensed Land <br /> Surveyor to mean sea Ievel (MSL) Depth-to-groundwater in the well is measured from the <br /> top of the well casing with an electronic water-level indicator Depth-to-groundwater is <br /> measured to the nearest 0 01-foot, and referenced to MSL <br /> A-2 <br />
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