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WORK PLANS_FILE 2
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540573
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WORK PLANS_FILE 2
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Last modified
4/8/2020 4:18:20 PM
Creation date
4/8/2020 4:05:44 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
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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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 goal's: <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 /> ■ -Provide soil samples for determining the impact to the saturated zone below 100 <br /> feet <br /> • <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 diameterPVC 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 2"d 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 /> GT73 and GT-11, and thins eastward toward GT-1 and CPT-1. 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-I 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 15` <br /> Riverbank aquifer. GT-18 will be screened only in the 2"d Riverbank aquifer. <br />
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