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ARCHIVED REPORTS_XR0002138
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545213
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ARCHIVED REPORTS_XR0002138
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Last modified
1/27/2020 5:08:01 PM
Creation date
1/27/2020 4:47:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002138
RECORD_ID
PR0545213
PE
3528
FACILITY_ID
FA0005338
FACILITY_NAME
J B TERMINAL CO
STREET_NUMBER
6700
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
6700 GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Product thickness is calculated by subtracting the depth to <br /> . product from the depth to water. In addition, water <br /> elevations are adjusted for the pLesence of fuel with the <br /> following calculation: <br /> (Product Thickness) ( .8)+(Water Elevation) <br /> Corrected Water Elevation <br /> Note: The factor of 0.8 accounts for the density difference <br /> between water and petroleum hydrocarbons. <br /> Newly installed wells will be allowed to stabilize for 24 <br /> hours after development prior to free product inspection. <br /> An acrylic Surface Sampler will be used for visual <br /> inspection of the groundwater in order to note sheens <br /> (difficult to detect with the Interface Probe) , odors, <br /> microbial action and sediments. The sampler is calibrated <br /> In inches and centimeters for visual inspection of product <br /> thickness. <br /> To reduce the potential for cross contamination between <br /> wells, the monitorings will take place in order from the <br /> least to most contaminated, if known. Wells containing free <br /> product will be monitored last. Between each well <br /> monitoring the equipment will be decontaminated. <br /> Water level data collected from the wells will be used to <br /> develop a groundwater contour map for the project site. <br /> Groundwater flow will be estimated to be perpendicular to <br /> equipotential lines drawn on the map. <br /> 10.0 Well Development Protocol <br /> Groundwater monitoring wells will be surged and developed <br /> prior to setting the surface seal. Approximately 10 times <br /> the volume of water in the casing will be withdrawn if <br /> possible. Casing volumes will be calculated in the <br /> following manner: <br /> Volume of Schedule 40 PVC Pipe <br /> Diameter I .D. Volume <br /> (inches) (inches) Gal/linear ft. <br /> ------------------------------------------ <br /> 2 2.067 0. 17 <br /> 4 4.026 0. 66 <br />
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