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ARCHIVED REPORTS_XR0002023
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HAMMER
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3500 - Local Oversight Program
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PR0545245
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ARCHIVED REPORTS_XR0002023
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Last modified
1/30/2020 3:30:24 PM
Creation date
1/30/2020 10:38:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002023
RECORD_ID
PR0545245
PE
3528
FACILITY_ID
FA0003730
FACILITY_NAME
TIWANA GAS & FOOD
STREET_NUMBER
1210
Direction
E
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
09403012
CURRENT_STATUS
02
SITE_LOCATION
1210 E HAMMER LN
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> ATTACHMENT A - ULTRAMAR FIELD PROCEDURES <br /> The following section describes procedures used by field personnel in the performance of ground water j <br /> sampling at Ultramar Inc. sites. <br /> i <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 <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 /> for subjective analysis. The visual analysis involves gently lowering a clean, disposable, polyethylene f <br /> bailer to approximately one-half the bailer length past the water table interface. The bailer is then i <br /> retrieved, and the sample contained within the bailer is examined for floating product or the appearance <br /> of a petroleum product sheen. If measurable free product is noted in the bailer, a water/product interface <br /> probe is used to determine the thickness of the free product to the nearest 0.01-foot. The thickness of <br /> free product is determined by subtracting the depth to product from the depth to water. <br /> l <br /> Monitoring Well Purging and Sampling <br /> i <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 >i <br /> ground water being removed is relatively free of suspended solids. After purging, ground water levels are <br /> allowed to stabilize to within 80%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 l <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 well will continue to <br /> be purged until the minimum volume of water has been removed. If the well has not recharged to at least <br /> 80% of the initial depth to water reading within two hours, the well is considered to contain formational k <br /> water and a groundwater sample is collected. Ground water removed from the well is stored 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 the point <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 the meniscus, and the cap is screwed 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. The Chain-of-Custody form 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 /> Il <br /> h <br />
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