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ARCHIVED REPORTS_XR0009234
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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TILLIE LEWIS
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1444
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2900 - Site Mitigation Program
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PR0540506
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ARCHIVED REPORTS_XR0009234
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Last modified
6/11/2020 12:28:43 PM
Creation date
6/11/2020 12:25:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009234
RECORD_ID
PR0540506
PE
2950
FACILITY_ID
FA0023166
FACILITY_NAME
MONBERG PROPERTY
STREET_NUMBER
1444
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16335003
CURRENT_STATUS
01
SITE_LOCATION
1444 TILLIE LEWIS DR
P_LOCATION
01
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 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 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 /> 1 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 /> 1 equipotential lines drawn on the map. <br /> 10.0 Well Development Protocol <br /> 1 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 /> I <br /> i <br /> 1 I <br />
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