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ARCHIVED REPORTS XR0011738
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544801
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ARCHIVED REPORTS XR0011738
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Last modified
11/19/2024 10:19:07 AM
Creation date
9/4/2019 10:56:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011738
RECORD_ID
PR0544801
PE
3528
FACILITY_ID
FA0003210
FACILITY_NAME
TEXACO TRUCK STOP
STREET_NUMBER
7500
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95378
APN
25015018
CURRENT_STATUS
02
SITE_LOCATION
7500 W ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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PRO <br /> Report:Groundwater-quality Monitoring-November 28,2000: 7500 West Eleventh Street, Tracy, CA. Page G <br /> table, the total volume of water that must be pumped to purge all stagnant water from the <br /> well is affected by the proportion of the pumped flow that originated in the casing and the <br /> amount that is drawn into the pump from the formation. If the pump is set in such a well <br /> at the depth of the screened interval, a large proportion of the purge water that is pumped <br /> may be drawn directly from the formation instead of from the well itself. Several well <br /> volumes would then need to be pumped before all of the stagnant water is actually purged <br /> from the well. That disproportionate extraction of formation water in the early stages of <br /> purging can be remedied by setting the purge pump at a shallow depth below the water <br /> level in the well and lowering it as the water level falls rather than initially setting the <br /> pump deeper or at the level of the screened interval. In such wells, monitoring of <br /> parameters of the purge water flow such as temperature and conductivity can play an <br /> important role in limiting the quantity of potentially contaminated purge water generated. <br /> -- However, in properly designed, shallow groundwater-quality wells where the screened <br /> interval is constructed from a level above the water table down to the bottom of the <br /> casing, the early phase flow of purge water contains little formation water, particularly if <br /> the pump is set initially just below the water level in the well and then lowered as the <br /> water table falls. <br /> From the above discussion it can be seen that the total volume of water that must be <br /> extracted from a groundwater-quality monitoring well to purge it adequately of stagnant <br /> { water, while at the same time avoiding unnecessary and costly over-purging depends on <br /> the depth of the well, the screened interval and other well-design parameters, many of <br /> .which are affected by site specific hydrostratigraphy and contaminant chemistry. <br /> A consideration that is, unfortunately, infrequently addressed in the literature is the <br /> ! definition of the actual volume of water in a monitoring well that may become "stagnant" <br /> and thus must removed by purging before a representative sample of the formation water <br /> :f <br /> can be recovered. Again, the answer to this question depends on the details of the well <br /> design and the site-specific geotechnical conditions. Because fuel hydrocarbons are.less <br /> dense than water, they float on the surface and usually affect shallow groundwater more <br /> than water at great depths below the water table. For this reason, most groundwater— <br /> quality monitoring wells at sites affected by hydrocarbons have a screened interval <br /> protected by permeable filter that extends from above the water table to the bottom of the <br /> well, which is at some relatively shallow depth below the water table. In such situations, <br /> soils in the walls of the well boring that are above the elevation of the current water table <br /> may contain components of fuel hydrocarbons deposited in the vadose zone when the <br /> groundwater level was higher. During those periods, affected vadose-zone water, or <br /> under some conditions non-aqueous phase liquids, can seep from the walls of the well <br /> E boring, flow down through the filter material around the screened interval and affect the <br /> geochemistry of the water in the well volume, which, in a well of that type, should be <br /> considered to be the submerged volume within the well boring, not simply that within the <br /> well casing. <br /> In the case of the groundwater-quality monitoring wells at the 7500 West Eleventh Street <br /> site, the submerged casing volume of each well is approximately 2.45 gallons, while, <br /> ! ;> assuming a filter pack porosity of 33%, the actual volume of stagnant water in the 8-in. <br /> sic <br />
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