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ARCHIVED REPORTS XR0001538
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544465
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ARCHIVED REPORTS XR0001538
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Last modified
5/16/2019 1:45:48 PM
Creation date
5/16/2019 1:22:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001538
RECORD_ID
PR0544465
PE
3528
FACILITY_ID
FA0005837
FACILITY_NAME
STEFANOS GASOLINE*
STREET_NUMBER
1419
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15137016
CURRENT_STATUS
02
SITE_LOCATION
1419 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 <br /> 1� <br /> Wnght Enmronmental Seances,Inc <br /> A thin salty sand-to-sand and silt strata package that is interpreted as a related deeper portion <br /> of the A-aquifer occurs roughly between 70 and 75 feet These small deeper A-aquifer beds <br /> appear to extend under site and pinch out to the southeast under the Charter Way (see Figure <br /> 2) A water equilibration test in these strata suggested a similar degree of confinement as in <br /> the A-aquifer and these strata are interpreted as a portion of the A-aquifer <br /> Recent groundwater monitoring data show depths to groundwater occur about 40-43 feet <br /> (below ground surface) bgs depending upon the time of year and aquifer recharge and <br /> discharge Site groundwater flow contouring shows historically flow has been southeasterly <br /> CPT water equilibration tests indicate water levels at about 38 to 40 feet, similar to <br /> groundwater monitoring well observations It is possible that sandy bed in the vicinity of CPT- <br /> 01 and MW-2 may create a local stratigraphic conduit allowing some vertical leakage to deeper <br /> A-aquifer strata on the basis of closely spaced groundwater contour lines hooking around MW- <br /> 2 suggesting a possible vertical flow component in that vicinity <br /> An aquiclude separates the A- and B-aquifers The aquiclude below A-aquifer is interpreted as <br /> slightly leaky on the basis of site stratigraphy and overall contaminant occurrence The <br /> aquiclude appears as predominantly clayey silt with depth and contain some thin discontinuous <br /> sandy beds above about 100 to 110 feet It is assumed that some leakage might occur <br /> B-Ag u fifer <br /> . The B-aquifer laterally varies from sand to silty sand that appears to partially pinch out near <br /> CPT-05 where the sandy beds become interbedded with silt and clayey silt The largest <br /> deposit interpreted as channel occurs roughly under the site and extends under Charter Way <br /> until it thins and laterally grades into the clayey silt fnterbeds <br /> Currently there are no monitoring wells in the B-aquifer for potentrometric measurements <br /> CPT-05 water equilibration data indicates about 40 feet of head from water equilibration tests <br /> (test taken at about 115-120 feet A silt-to-clayey site aquiclude may at least partially underlie <br /> the B-aquifer however the underlying aquiclude extent was not fully mapped in this work <br /> 6.0 Dissolved Contaminant Extent and Movement <br /> Historic groundwater monitoring has shown the dissolved plume on-site mainly at Wells MW-2 <br /> and MW-3, with a groundwater flow direction to the east-southeast Well MW-4 in the most far <br /> down-gradient position has not shown contaminant presence since it was installed <br /> A vadose zone sandy bed occurs at about 28-35 feet under the site that appears nearly <br /> directly below the former underground tank location This area is interpreted to contain <br /> residual contaminant occurrence in area of proposed sod vapor extraction as Ramage had <br /> previously mapped Contaminants appear to have wicked into the sand, as well as overlying <br /> and underlying clayey silt strata Well MW-2 installed at this location has historically had the <br /> most elevated contaminant concentrations It is possible that residual contaminants may drain <br /> into the Upper A-aquifer at this location <br /> 5tefano's—CPT Report <br /> Page 5 of 11 <br />
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