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ARCHIVED REPORTS_XR0012739
Environmental Health - Public
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EHD Program Facility Records by Street Name
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THORNTON
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26056
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2900 - Site Mitigation Program
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PR0545730
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ARCHIVED REPORTS_XR0012739
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Last modified
6/12/2020 12:25:10 PM
Creation date
6/12/2020 12:02:10 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012739
RECORD_ID
PR0545730
PE
2957
FACILITY_ID
FA0005194
FACILITY_NAME
DONNA GARDNER
STREET_NUMBER
26056
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
Zip
95686
APN
00115046
CURRENT_STATUS
02
SITE_LOCATION
26056 THORNTON RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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a <br /> 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) ( .B)+(Water Elevation) <br /> s Corrected Water Elevation <br /> 0.8 etroleum hydrocarbons the density difference <br /> Note: The factor of <br /> between water and p <br /> Newly installed wells will be allowed inspect onr 224hours after development prior to free product <br /> Sampler Will <br /> An acrylic Surface groundwater <br /> order to note sheens <br /> inspection of the g <br /> (difficult to detect with the interface Probe), odors, <br /> ents calibrated <br /> microb he action and and centimeters forvisual inspection of product <br /> in inc <br /> thickness. <br /> To reduce the potential for crus rs in contamination <br /> between fromthe <br /> wells, the monitorings will take place <br /> least to most contaminated, if known. Wells containing free <br /> Between each well <br /> product will be monitored <br /> be decontaminated. <br /> monitoring the equip <br /> Water level data collected from the wells a be <br /> si tea <br /> develop a groundwater contour map far the project <br /> Groundwater flow will be estimated to be perpendicular to <br /> equipotential lines drawn on the map. <br /> 10.0 Well t}evelopment Protocol <br /> Groundwater monitoring wells will be surged aely developed es <br /> prior to setting the surface seal. APP i withdrawn if <br /> the volume of water n the olumes will gbe calculated in the <br /> possible. casing v <br /> following manner: <br /> Volume of Schedule 40 PVC Pipe <br /> I.D. Volume <br /> Diameter <br /> {inches} (inches) Gal/linear ft. <br /> ------------------------------------------ <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 <br />
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