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ARCHIVED REPORTS_XR0005389
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PR0545495
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ARCHIVED REPORTS_XR0005389
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Last modified
3/10/2020 7:24:47 PM
Creation date
3/10/2020 4:34:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005389
RECORD_ID
PR0545495
PE
3528
FACILITY_ID
FA0006423
FACILITY_NAME
STOCKTON MOBIL 2
STREET_NUMBER
3440
Direction
E
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
02
SITE_LOCATION
3440 E MAIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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ATTACHMENT A- ULTRAMAR FIELD PROCEDURES <br /> The following section describes procedures used by field personnel in the performance of ground water sampling at <br /> Ultramar Inc. sites. <br /> Ground Water Level and Total Depth Determination <br /> A water level indicator is lowered down the well and a measurement of the depth to water from an established <br /> reference point on the casing is taken. The indicator probe is used to sound the bottom of the well and a measurement <br /> of the total depth of the well is taken. Both the water level and total depth measurements are taken to the nearest 0.01- <br /> foot. <br /> Visual Analysis of Ground Water <br /> Prior to purging and sampling ground water monitoring wells, a water sample is collected from each well for <br /> subjective analysis. The visual analysis involves gently lowering a clean, disposable, polyethylene bailer to <br /> approximately one-half the bailer length past the water table interface. The bailer is then retrieved, and the sample <br /> contained within the bailer is examined for floating product or the appearance of a petroleum product sheen. If <br /> measurable free product is noted in the bailer, a water/product interface probe is used to determine the thickness of <br /> the free product to the nearest 0.01-foot. The thickness of free product is determined by subtracting the depth to <br /> product from the depth to water. <br /> Monitoring Well Purging and Sampling <br /> Monitoring wells are purged by removing approximately four casing volumes of water from the well using a clean <br /> disposable bailer or electrical submersible purge pump. Purge volumes are calculated prior to purging. During <br /> purging, the temperature, pH, and electric conductivity of the purge water are monitored. The well is considered to <br /> be sufficiently purged when: The four casing volumes have been removed; the temperature, pH, and conductivity <br /> values have stabilized to within 10% of the initial readings; and the ground water being removed is relatively free of <br /> suspended solids. After purging, ground water levels are allowed to stabilize to within 80% of the initial water level <br /> reading. A water sample is then collected from each well with a clean, disposable polyethylene bailer. If the well <br /> is bailed or pumped dry prior to removing the minimum volume of water, the ground water is allowed to recharge. <br /> If the well has recharged to within 80% of the initial depth to water reading within two hours, the well will continue <br /> to be purged until the minimum volume of water has been removed. If the well has not recharged to at least 80% of <br /> the initial depth to water reading within two hours, the well is considered to contain formational water and a ground <br /> water sample is collected. Ground water removed from the well is stored in 55-gallon drums at the site and labeled <br /> pending disposal. <br /> In wells where free product is detected, the wells will be bailed to remove the free product. An estimate of the <br /> volume of product and water well be recorded. If the free product thickness is reduced to the point where a <br /> measurable thickness is no longer present in the well, a ground water sample will be collected. If free product persists <br /> throughout the purging process, a final free product thickness measurement will be taken and a ground water sample <br /> will not be collected. <br /> Ground water samples are stored in 40-milliliter vials so that air passage through the sample is minimized (to prevent <br /> volatilization of the sample). The vial is tilted and filled slowly until an upward convex meniscus forms over the <br /> -mouth of the vial. The Teflon' side of the septum (in cap) is then placed against the meniscus, and the cap is <br /> screwed on tightly. The sample is then inverted and the bottle is tapped lightly to check for air bubbles. If an air <br /> bubble is present in the vial, the cap is removed and more sample is transferred from the bailer. The vial is then <br /> resealed and rechecked for air bubbles. The sample is then appropriately labeled and stored on ice from the time of <br /> collection through the time of delivery to the laboratory. The Chain-of-Custody form is completed to ensure sample <br /> integrity. Ground water samples are transported to a state-certified laboratory and analyzed within the U.S. <br /> Environmental Protection Agency-specified hold times for the specified analytes. <br />
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