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ARCHIVED REPORTS_XR0011927
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011927
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Last modified
4/9/2020 2:38:26 PM
Creation date
4/9/2020 2:27:11 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011927
RECORD_ID
PR0540573
PE
2960
FACILITY_ID
FA0023207
FACILITY_NAME
GILLIES TRUCKING INC
STREET_NUMBER
3931
STREET_NAME
NEWTON
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
13207017
CURRENT_STATUS
01
SITE_LOCATION
3931 NEWTON RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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z <br /> • Figure l,shows proposed locations for four wells in the 3`d Riverbank aquifer (GT-12 <br /> through GT-15) These wells will accomplish four goals <br /> , <br /> ■ Determine the hydraulic gradient and groundwater flow direction in this aquifer <br /> ■ Provide thickness and lithologic data for mapping the geometry of the aquifer <br /> ■ <br /> -Provide soil samples for determining the impact to the saturated zone below 100 <br /> feet <br /> ■ Provide groundwater samples for mapping the extent of the groundwater impact <br /> to this aquifer Depending on the results of these samples, the proposed wells may <br /> either be sufficient to delineate the impact or indicate where additional sample <br /> points are needed <br /> The wells will be constructed of 2-inch diameter PVC casing They will be drilled <br /> through the sand body into the next underlying aquitard so that an isopach map of the <br /> sand body can be constructed,but only the upper 10 feet of the sand body will be <br /> screened This will insure that the well will sample both the top few feet of fine-grained <br /> sand and a few feet of coarser-grained sand below, which may have somewhat higher <br /> permeability The wells will be drilled with 10-inch diameter hollow-stem augers so that <br /> wells screened in upper Riverbank sand bodies can be nested in the same borehole (see <br /> below) Figure 2 shows the proposed well construction <br /> 3 0 SECOND RIVERBANK AQUIFER <br /> • The 2ad Riverbank sand body lies in the depth interval 70-100 feet and has been <br /> investigated in ten borings to date (GT-1, 2, 3, 11 and CPT-1 through 6) An isopach map <br /> showing the geometry of this sand body has not been included in previous reports, but a <br /> tentative outline of its trend can be gained from Figure 3 This sand body is thickest in <br /> GT-3 and GT-11, and thins eastward toward GT-1 and CPT-I Farther east, it is absent in <br /> CPT-3 The sand body also thins westward from GT-3 to CPT-4 and GT-2, and eastward <br /> to CPT-5 These data suggest that the axis of the sand body lies west of the UST <br /> excavation and trends generally north-south in the vicinity of GT-3 Its trend north of the <br /> excavation is uncertain, the axis could lie between CPT-2 and CPT-6 or it could curve <br /> eastward between CPT-2 and GT-8, as shown in Figure 3 <br /> Forty-nine well samples and five grab (CPT) samples have been collected from this <br /> aquifer (not including samples from G-1, which may also be sampling this aquifer) <br /> Diesel-range hydrocarbons were detected in the wells at moderate concentrations through <br /> 1999,but since then concentrations have been less than 100 ppb A concentration of 140 <br /> ppb was detected in CPT-1 in 2003, but concentrations were below the 50 ppb detection <br /> limit in the other four CPT samples Hence, we believe that diesel fuel is relatively <br /> limited in extent in this aquifer,and the six wells in Figure 3 should be adequate to fully <br /> delineate the plume Three of the proposed wells are situated on possible sand body axes <br /> Three wells (GT-12, GT-14, and GT-15) will be nested with wells screened in the 3`d <br /> Riverbank aquifer Two others(GT-16 and—17) will be nested with wells in the 1$` <br /> Riverbank aquifer GT-18 will be screened only in the 2nd Riverbank aquifer <br />
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