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ARCHIVED REPORTS_XR0004595
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PR0507835
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ARCHIVED REPORTS_XR0004595
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Last modified
3/5/2020 12:27:19 PM
Creation date
3/5/2020 11:59:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004595
RECORD_ID
PR0507835
PE
2950
FACILITY_ID
FA0007793
FACILITY_NAME
SUPER STOP MARKET
STREET_NUMBER
290
Direction
N
STREET_NAME
MAIN
STREET_TYPE
ST
City
MANTECA
Zip
95336
APN
22309101
CURRENT_STATUS
02
SITE_LOCATION
290 N MAIN ST
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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Geological Tec/utics leu Page 2 <br /> Groundwater Monitoring Report <br /> Project No 662 2 <br /> July 7, 2005 <br /> 1.0 GROUNDWATER MONITORING <br /> ' 1.1 Hydrogeology of Site <br /> ' The dominant soil type in the upper 40 feet of the subsurface geologic soils investigated is <br /> sand, fine to course grained, interbedded with thinner units of plastic clay <br /> i <br /> Two additional monitoring wells (MW-5 & MW-6) and one extraction well (EW-2) were <br /> installed at the site in October 2004 The two monitoring wells are screened from 40 — 45 <br /> feet below grade surface (bgs) or approximately ten feet below historical groundwater table <br /> levels The new extraction well is screened from 22 - 32 feet bgs and across the historical <br /> water table All of the site's wells were surveyed on November 19, 2004 in accordance with <br /> Geotracker requirements The new and existing wells were divided into two aquifer zones in <br /> ' which the wells are screened <br /> Shallow Aquifer(screened 19—40 feet bgs) MW-1, MW-2, MW-3 and EW-2 <br /> Deep Aquifer(screened 37— 53 feet bgs) MW-5, MW-6, MW-104 and EW-1 <br /> Based on these aquifer divisions groundwater gradients were calculated for both the shallow <br /> and deeper aquifer On May 26, 2005, the water table well (shallow) groundwater elevation <br /> averaged 15 72 feet mean sea level (MSL) This equates to approximately 23 feet bgs and <br /> represents an increase of 124 feet since the February 2005 monitoring event Groundwater <br /> ' gradient calculations indicate that the flow in the shallow wells MW-1, MW-2 and MW-3 <br /> was SWE with a slope of 0 002 ft/ft The deeper aquifer gradient was N82°E with a slope of <br /> 0 001 ft/ft <br /> Groundwater elevation and gradient data are summarized in Tables 1 and 2, Appendix A <br /> ' Gradient directions are shown in Figure 2A Shallow Groundwater Gradient Map, and Figure <br /> 2B Deep Groundwater Gradient Map The historical groundwater gradients are shown in <br /> Figure 3A Shallow Gradient Rose Diagram , and Figure 3B Deep Gradient Rose Diagram <br /> ' As noted in Figure 3A the site's shallow aquifer displays a predorninantly easterly <br /> groundwater direction Additional monitoring is necessary to determine trends in the deeper <br /> aquifer <br /> 1.2 Groundwater Sampling Procedure <br /> On May 26, 2005, Don Light of Del-Tech mobilized to the site to perform the groundwater <br /> monitoring event Depth to groundwater measurements were completed in all of the site's <br /> ' wells and seven of eight wells were sampled Extraction well EW-1 is not sampled due to its <br /> long screen length that intercepts both the shallow and deep aquifer zones <br />
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