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ARCHIVED REPORTS XR0012676
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2360
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3500 - Local Oversight Program
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PR0544639
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ARCHIVED REPORTS XR0012676
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Last modified
7/9/2019 5:18:28 PM
Creation date
7/9/2019 3:00:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012676
RECORD_ID
PR0544639
PE
3528
FACILITY_ID
FA0005076
FACILITY_NAME
DICKS EXXON
STREET_NUMBER
2360
STREET_NAME
EAST
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23346001
CURRENT_STATUS
02
SITE_LOCATION
2360 EAST ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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�Y3 <br /> r <br /> ,L A <br /> t <br /> �• Product thickness is calculated by subtracting the depth to <br /> product from the depth to water. In addition, water <br /> elevaticns are adjusted for the presence of fuel with the <br /> following calculation: `- <br /> (Product Thickness) ( .8)+(Water Elevation) <br /> ---- -w <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 vo free product inspecticn. <br /> An acrylic. Surf cce Sampler will be used for visual <br /> inspection of the groundwater in order to note sheens <br /> f (difficult to detect with the Interface Prrbel, odors, <br /> microbial action and sediments. The sampler is calibrated <br /> In inzhes 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 fret; <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 /> aquipotential lines drawn on the map. <br /> k 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 FVC Pipe <br /> Diameter I.D. Volume <br /> (inches) (inches) Gal/linear ft. <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 -- —>.-. <br />
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