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ARCHIVED REPORTS_XR0005273
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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MARIPOSA
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2431
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3500 - Local Oversight Program
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PR0545532
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ARCHIVED REPORTS_XR0005273
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Entry Properties
Last modified
3/13/2020 2:10:52 AM
Creation date
3/12/2020 11:47:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005273
RECORD_ID
PR0545532
PE
3528
FACILITY_ID
FA0022329
FACILITY_NAME
BLINCO TRUCKING
STREET_NUMBER
2431
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17130003
CURRENT_STATUS
02
SITE_LOCATION
2431 E MARIPOSA RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
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 presence 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 <br /> density difference <br /> between water and <br /> 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) <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 /> '2 2.067 0. 17 <br /> 4 4.026 0.66 <br />
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