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ARCHIVED REPORTS XR0012572
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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M
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MADISON
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423
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3500 - Local Oversight Program
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PR0544427
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ARCHIVED REPORTS XR0012572
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Last modified
5/7/2019 9:22:25 AM
Creation date
5/7/2019 8:33:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012572
RECORD_ID
PR0544427
PE
3528
FACILITY_ID
FA0004581
FACILITY_NAME
CHASE CHEVROLET*
STREET_NUMBER
423
Direction
N
STREET_NAME
MADISON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
CURRENT_STATUS
02
SITE_LOCATION
423 N MADISON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r, <br /> Product thick:aess is calculated by subtracting the depth to <br /> product from the depth to water• In addition, water <br /> elevations az adjusted for the presence of fuer with the <br /> following calx ation: <br /> (Product 'Thickness) ( .8)+(water Elevation) <br /> F Corrected Water Elevation <br /> .'- Note: The factor between waterfand, petroleum hydidensity difference <br /> ocarbons <br /> Newly it developmenled wells till be allowed to stabilize to free product i spe do n- 24 <br /> hours a <br /> ll be used for visual <br /> An acrylic surface ampler W teri in order <br /> to note sheens <br /> inspection of the g odors, <br /> (difficult to detect with the Interface ezr�secalibrated <br /> microbial action and sediments. The same product <br /> in inches and centimeters for visual inspection of <br /> thickness. <br /> from the <br /> To reduce the potential for cross contamination between <br /> wells, the monitorings d, if known. Wells contaitEike place in order n ng free <br /> least to most contaminated, <br /> product will be monitored last. Between each well <br /> monitoring the equipment will be decontaminated. <br /> to <br /> Water level data collected from the forwells thea ll be s projectsi te. <br /> develop a gr•)undwater contour map <br /> Groundwater lines will on the map to be perpendicular to <br /> equipote <br /> 10.0 Well Develop.aent Protocol <br /> Groundwater monitoring wells will be surged ately developed <br /> 10 times <br /> Prior' to setting the surface seal. APP <br /> the volume of water in the volumes will gbe will calculated d in the <br /> possible. Casing <br /> following manner: <br /> Volume of schedule 40 PVC Pipe <br /> Volume <br /> I.D. <br /> Diameter <br /> (inches) (inches) Gal/linear ft. <br /> _- _____-------_-_- <br /> _-__ <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 <br /> i - <br /> ree�eae��ap��meaetea[' _ -?� <br />
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