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ARCHIVED REPORTS_XR0013020
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PR0545495
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ARCHIVED REPORTS_XR0013020
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Last modified
3/13/2020 7:56:16 AM
Creation date
3/10/2020 4:45:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013020
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 <br /> sampling at 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 tc water from an <br /> established reference point on the casing is taken. The indicator probe is used to sound the bottom of <br /> the well and a measurement of the total depth of the well is taken. Both the water level and total depth <br /> measurements are taken to the nearest 0.01-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 <br /> i for subjective analysis. The visual analysis involves gently lowering a clean, disposable, polyethylene <br /> bailer to approximately one-half the bailer length past the water table interface. The bailer is then <br /> retrieved, and the sample contained within the bailer is examined for floating product or the a <br /> i ce <br /> of a petroleum product sheen. If measurable free product is noted in the bailer, a water/product l''.ice <br /> probe is used to determine the thickness of the free product to the nearest 0.01-foot. The thit. ,�f <br /> i free product is determined by subtracting the depth to product from the depth to water. <br /> Monitoring Well Purging and-Sampling <br /> E <br /> Monitoring wells are purged by removing approximately four casing volumes of water from the well using <br /> a clean disposable bailer or electrical submersible purge.'pump. Purge volumes are calculated prior to: <br /> purging. During purging, the temperature,pH,and electric conductivity of the purge water are monitored. <br /> The well is considered to be sufficiently purged when: The four casing volumes have been removed; the. <br /> temperature, pH,-and conductivity values have stabilized to within 10% of the initial readings; and the' <br /> ground water being removed is relatively free of suspended solids. After purging, ground water levels are <br /> allowed to stabilize to within 60% of the initial water level reading. A water sample is then collected from <br /> each well with a clean, disposable polyethylene bailer. If the well is bailed or pumped dry prior to <br /> removing the minimum volume of water, the ground water is allowed to recharge. If the well has <br /> recharged to within 80% of the initial depth to water reading within two hours, the welt will continue to <br /> be purged until the minimum volume of water has been removed. If the well has net recharged to at Ir :" <br /> :80% of the initial depth to water reading within two hours, the well is considers- t:�contain formati,.gal <br /> water and a ground water sample is collected. Ground water removed from the well is-:-red in 55-gallon <br /> drums at the site and labeled pending disposal. <br /> In wells where free product is detected, the wells will be bailed to remove the free product. An estimate <br /> of the volume of product and water well be recorded. If the free product thickness is reduced to thep oint <br /> where a measurable thickness is no longer present in the'well, a ground water sample will be collected. <br /> If free product persists throughout the purging process, a.'final free product thickness measurement will <br /> be taken and a ground water sample will not be collected. <br /> Ground water samples are stored in 40-milliliter vials so that air passage through the sample is minimized <br /> (to prevent volatilization of the sample). The vial is tilted and filled slowly until an upward convex <br /> meniscus forms over the mouth of the vial. The Teflon'~ side of the septum (in cap) is then placed . <br /> against g st the meniscus and the ca is screwed p 5c a ed on tightly. ;The sample is then inverted and the bottle is <br /> tapped lightly to check for air bubbles. If an air bubble is present in the vial,the cap is removed and more <br /> sample is transferred from the bailer. The vial is then resealed and rechecked for air bubbles. The sample <br /> is then appropriately labeled and stored on ice from the time of collection through the time of delivery to <br /> the laboratory. h Chain - <br /> t ry. T e C a of Custody farm is completed to ensure sample integrity. Ground water <br /> samples are transported to a state-certified laboratory and analyzed within the U.S. Environmental <br /> Protection Agency-specified hold times for the specified analytes. <br />
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