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ARCHIVED REPORTS XR0011752
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ARCHIVED REPORTS XR0011752
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Last modified
11/19/2024 10:19:08 AM
Creation date
9/4/2019 11:04:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011752
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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Report:Groundwater-qualityMonitoring—July 27,2004: 7500 West Eleventh street,Tracy, CA. Page 4 <br /> f=� <br /> characterization program in April 2004, five floating product monitoring wells were <br /> installed at the locations shown on Figure 2 to investigate the down-gradient extent to <br /> which LNAPL may have migrated in the interior of the plume of affected groundwater <br /> emanating from the 7500 West Eleventh Street property. The thickness of floating <br /> product in those five wells was checked at that time and tests were also made to detect <br /> the presence of LNAPL on the water table in groundwater-quality monitoring wells MW- <br /> 7, MW-13 and MW-14. The same array of wells was again checked for the presence of <br /> r ; floating product on July 26, 2004. The historical record of LNAPL thicknesses measured <br /> in the array of floating product monitoring wells is presented in Table 3. <br /> At the direction of the SJCEHD, the quality of water in six potable water supply wells in <br /> the neighborhood of the Navarra Site was analyzed in April 2004. A second round of <br /> sampling and analysis of the water produced from those wells was conducted on July 27, <br /> 2004. The results of those two sampling rounds are recorded in Table 4. <br /> 1.4 Geology and Hydrogeology <br /> i The subject property and the surrounding area are situated on level terrain on the distal, <br /> northern slope of an alluvial fan. The shallow underlying alluvial sediments are of <br /> i ` <br /> Quaternary to Recent age. <br /> The site and the immediately adjacent property along the south side of West Eleventh <br /> Street and the west side of Chrisman Road have been extensively excavated and <br /> backfilled during prior filling station construction and remodeling, utility installation, and <br /> f. <br /> highway expansion. <br /> Beneath the paving and fill, the soils are composed of alluvial materials consisting of <br /> interbedded clays, silts and sands. These materials have been deposited in a complex <br /> lenticular form composed of relatively low permeability clays and silty clays inter- <br /> bedded with permeable silts and sands. The sizes of individual permeable lenses vary <br /> from relatively large features having considerable areal extent to small, localized lenses <br /> of limited extent and thickness. In some instances, these lenses merge into each other to <br /> form semi-continuous permeable strata within the less permeable clayey material. In the <br /> neighborhood of the 7500 West Eleventh Street site it is estimated that these alluvial <br /> materials are some 100 ft. thick. The stratigraphy described above is typical of the <br /> alluvial fan upon which Tracy and the surrounding area are situated. <br /> Beneath the alluvial sediments are the poorly sorted clays, silts sands and gravels of the <br /> Tulare Formation that were primarily derived from the Inner Coast Range hills that rise <br /> along the west side of the San Joaquin Valley. The Tulare Formation is separated into <br /> two members, the Upper Tulare Formation and the Lower Tulare Formation. Both <br /> members of the Formation are, on the regional scale, moderately to highly permeable and <br /> yield moderate to large quantities of water to wells. The Upper Tulare Formation is <br /> separated from the Lower Tulare Formation by the low-permeability, lacustrine Corcoran <br /> Clay,which acts as a confining bed within the regional groundwater basin. At the subject <br /> site, the top of the Corcoran Clay is estimated to be at a depth of approximately 230 ft. <br /> sic <br />
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