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ARCHIVED REPORTS_XR0002049
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_XR0002049
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Entry Properties
Last modified
1/30/2020 11:33:30 AM
Creation date
1/30/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002049
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 FLELD PROCEDURES <br /> tiThe 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 retneved, 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 icmperanare, 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`70 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 formauonal 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 retarded 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 vWs 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 tap 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 /> Envuonmental Protection Agency-specified hold times for the specified analYtes <br />
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