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ARCHIVED REPORTS_XR0012875
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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TURNPIKE
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1607
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3500 - Local Oversight Program
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PR0545774
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ARCHIVED REPORTS_XR0012875
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Last modified
10/12/2020 10:26:10 PM
Creation date
6/10/2020 12:29:14 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012875
RECORD_ID
PR0545774
PE
3526
FACILITY_ID
FA0004998
FACILITY_NAME
COMFORT AIR
STREET_NUMBER
1607
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
1607 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
001
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 /> ' 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 />' <br /> -------`0. 17------- <br /> 2 2.067 <br /> 4 4.026 0. 66 <br />
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