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ARCHIVED REPORTS_XR0006012
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545603
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ARCHIVED REPORTS_XR0006012
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Last modified
9/29/2020 10:07:54 PM
Creation date
4/17/2020 1:54:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006012
RECORD_ID
PR0545603
PE
3528
FACILITY_ID
FA0006095
FACILITY_NAME
PETERSON MFG
STREET_NUMBER
2403
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
02
SITE_LOCATION
2403 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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• ' .ter Sample and Handling <br /> Sample containers are labeled in the field with the fob number, sample location, depth of <br /> sample (if appropriate), and date of sample and promptly placed in iced storage for transport to <br /> the laboratory. A Chain of Custody Record is initiated by the geologist and updated <br /> throughout handling of the samples and accompanies the samples to a laboratory certified by <br /> the State of California. Samples are transported to the laboratory promptly to help ensure that <br /> recommended sample holding times are not exceeded <br /> Reporting Results of Analyses <br /> Hydrocarbon constituents in soil samples are typically reported in units of parts per million <br /> (ppm). Hydrocarbon constituents in groundwater samples are typically reported by the <br /> laboratory 1n units of parts per billion (ppb). <br /> Evaluating-Lhe Groundwa er Flow Direction and Gradient <br /> The elevations and positions ("x" and "y" lateral coordinates) of the monitoring well are <br /> surveyed with respect to a local datum that references the elevation according to mean sea <br /> level. The elevation of the monitoring wells are measured within 0 01 foot of the local datum <br /> The horizontal distances are measured to the nearest 0 1 foot. The elevations are typically <br /> . measured from either a notch or an arrow marked on the top northern edge of the well casing <br /> The groundwater elevation for each monitoring well is calculated by subtracting the depth to <br /> water from the wellhead elevation. The groundwater elevation information is used to construct <br /> a potentiometric surface map, which is used to evaluate the direction of groundwater flow and <br /> the magnitude of the groundwater gradient <br /> • <br /> SHELLSIFLDMTHDS doc 4 <br />
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