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2900 - Site Mitigation Program
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PR0545647
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COMPLIANCE INFO
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Last modified
5/18/2020 3:31:10 PM
Creation date
5/18/2020 3:15:49 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0545647
PE
2950
FACILITY_ID
FA0007344
FACILITY_NAME
REECE, DAVID
STREET_NUMBER
319
STREET_NAME
PARALLEL
STREET_TYPE
AVE
City
RIPON
Zip
95366
CURRENT_STATUS
02
SITE_LOCATION
319 PARALLEL AVE
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Groundwater Monitoring Protocol <br /> Monitoring depth to water and free product thickness within wells <br /> at the site will be conducted using an Interface Probe and <br /> Surface Sampler. The Interface Probe is a hand held, battery <br /> operated device for measuring depth to petroleum product and <br /> depth to water as measured from an established datum ( i.e. , top <br /> of the well casing which has been surveyed) . For consistency, <br /> all measurements will be taken from the north side of the <br /> wellhead at the survey mark. To assess potential infiltration of <br /> fine grained sediments, total well depth will also be sounded. <br /> Product thickness is calculated by subtracting the depth to <br /> product from the depth to water. In addition, water elevations <br /> are adjusted for the presence of fuel with the following <br /> 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 inspection of <br /> the groundwater in order to note sheens (difficult to detect with <br /> the Interface Probe) , odors, microbial action and sediments. The <br /> sampler is calibrated in inches and centimeters for visual <br /> inspection of product thickness. <br /> To reduce the potential for cross contamination between wells, <br /> the monitorings will take place in order from the least to most <br /> contaminated. Wells containing free product will be monitored <br /> last . Between each monitoring the equipment will be <br /> decontaminated. <br /> Water level data collected from the wells will be used to develop <br /> a groundwater equipotential contour map for the project site. <br /> Groundwater flow will be estimated to be perpendicular to <br /> equipotential lines drawn on the map. <br />
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