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ARCHIVED REPORTS_XR0002048
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HAMMER
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1210
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3500 - Local Oversight Program
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PR0545245
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ARCHIVED REPORTS_XR0002048
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Entry Properties
Last modified
1/30/2020 3:06:08 PM
Creation date
1/30/2020 10:51:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002048
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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ATTACHMENT A - ULTRAMAR FIELD PROCEDURES <br /> The following section describes procedures used by field personnel ,n 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 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 j <br /> baler to approximately one-half the baler length past the water table interface The baler is then <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 /> Monitoring Well Purging and Sampling <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 80% of the initial water level reading A water sample is then collected from <br /> each well with a clean, disposable polyethylene baler 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 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 <br /> water and a groundwater sample is collected Groundwater removed from the well ,s 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 baled 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 baler. The vial is then resealed and rechecked for air bubbles The sample <br /> is then appropnately 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 />
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