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ARCHIVED REPORTS_XR0011926
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540573
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ARCHIVED REPORTS_XR0011926
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Entry Properties
Last modified
4/9/2020 2:37:12 PM
Creation date
4/9/2020 2:26:39 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011926
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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SJGOV\sballwahn
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EHD - Public
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GT-6 (Figure 5) there are a few (less than 5) feet of unweathered fine-grained sediment (silt) <br /> directly beneath the basal contact of the channel This unweathered section is underlain by a few <br /> feet of weathered sediment that is interpreted as a paleosol (see below for paleosol descriptions) <br /> The unweathered sediment is absent beneath the axis of the main channel (GT-10 in Figure 3 and <br /> GT-4 and GT-11, Figure 4) It is also absent beneath the secondary channel in GT-18 (not shown, <br /> see Appendix A) and near the bifurcation point of the two channels in GT-16(Figure 4) <br /> The data from GT-16, GT-18, and GT-20 also force revisions in the isopach map for the 1St <br /> Riverbank aquifer (Figure 7) Previously we estimated thicknesses of 19 feet, 7 feet, and >20 feet <br /> for these wells,respectively The thickness was less in both GT-16 and GT-20 and greater in GT-18 <br /> than expected This creates two isopach "thicks" representing channel axes, rather than-the single <br /> axis previously postulated One axis trends north-south through GT-6 and GT-17 and the other <br /> trends more to the southeast from GT-18 through GT-5 and GT-11 The two appear to merge just <br /> east of GT-14 Hence, the Ist Riverbank channel appears to have been braided, with an interchannel <br /> bar of finer-grained sediment trending from GT-12 through GT-1 The channels are shown most <br /> clearly in Figure 5, which trends transverse to the channels in an east-west direction Figure 3 trends <br /> in a more north-south direction through the interchannel area before crossing the main channel near <br /> GT-I Note that in that well, the channel is incised into an older paleosol, whereas in the <br /> interchannel area it is less deeply incised into unweathered sediment of the I"Riverbank Aquitard <br /> Where even more deeply incised, the 1St Riverbank Channel may have eroded through the I" <br /> Riverbank Aquitard,into the underlying 2nd Riverbank Channel (aquifer), as shown in Figure 5 near <br /> GT-6 The boring log for GT-18 (Appendix A) provides a good example of this, as well as a <br /> complete description of the material filling the western branch of the channel The sand coarsens <br /> downward from fine-to-coarse-grained at 60 feet to medium-to-very coarse-grained at 65 feet, and <br /> then to at least 10 feet of more poorly sorted, clayey sand that contains small pebbles We interpret <br /> the poorly sorted clayey-pebbly sand as a channel lag deposit at the base of the channel This lag <br /> deposit records erosion of the underlying silty clay bed that separates the I" and 2nd Riverbank <br /> channel deposits However, the silty clay bed was not encountered in GT-18, and the I St Riverbank <br /> channel sand lies directly on the 2"d Riverbank channel deposit The sand-on-sand contact occurs <br /> between the clayey-pebbly sand at 75 feet and the fine-to-medium-grained sand that lacks clay at 80 <br /> feet <br /> The three new wells that penetrated the 2"d Riverbank aquifer (GT-16, GT-17, and GT-18) yielded <br /> thickness data 'that match earlier predictions well Therefore, only minor modification of the <br /> isopach map for this aquifer was required (Figure 8) Only one main channel has been identified in <br /> this interval, trending mostly north-south until bending to the west between GT-I and GT-3 Figure <br /> 4 parallels the channel just to the north of the axis and shows that the thickness remains relatively <br /> constant from GT-20,to GT-11, but then increases rapidly as the section crosses the axis at GT-3 <br /> before thinning on the south flank of the channel in CPT-4 The base of the channel was not <br /> reached in GT-3 but we postulate that the channel eroded through the unweathered upper portion <br /> of the 2"d Riverbank aquitard into the underlying paleosol, which was penetrated in both GT-11 and <br /> GT-15 at a depth of between 100 and 105 feet,just below the bottom of GT-3 <br /> • 4 <br />
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