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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
Fields
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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margin of this deposit (Figures 4 and 9) CPT calculations yielded h, values of 1 x 1015 cm/sec in <br /> interbedded silty mudstone along the channel margin <br /> 3 3 Depth to Groundwater <br /> Table 2 provides all depth-to-groundwater measurements and calculated groundwater elevations <br /> When measured on November 9, the depth to groundwater ranged from 68 27 to 69 59 feet flus <br /> implies that in most of the wells, the water table was at or below the base of the I" Riverbank <br /> aquifer, which is at 70 5 feet in GT-12, 68 feet in GT-13, and between 65 and 70 feet in GT-14 and <br /> GT-15 However, the 1St Riverbank aquifer is more deeply incised in the vicinity of GT-5 and GT- <br /> 6, and the lower part of this aquifer appears to be saturated in these wells (Figure 5) Elsewhere <br /> only the 2nd and 3`d Riverbank aquifers are saturated at the present time <br /> Comparison of the elevation data in the nested wells suggests that there are slight differences in the <br /> elevation of the piezometric surface between the three Riverbank aquifers In GT-14, the difference <br /> between the 2nd and 3`d aquifers is only 0 03 feet, but in GT-15 the difference is 0 12 feet (almost <br /> 1 5 inches) In GT-13, the difference is 0 2 feet, which is nearly 2 5 inches However, the depth to <br /> water in GT-13A is suspect, because it was less than 1 foot above the base of the screened interval <br /> and the fluid might be water used during drilling to prevent heaving sand rather than true <br /> groundwater <br /> As the data in Table 2 illustrate, the water table has fallen 4 feet in the past 11 months <br /> 3.4 Hydraulic Gradient and Groundwater Flow Direction <br /> Three groundwater elevation maps were constructed from the data in Table 2 Figure 10 was <br /> constructed using the data from GT-5, GT-6, GT-9, and GT-13A, all of which are screened in the <br /> 1St Riverbank aquifer The first three are screened from 50-75 feet and GT-13A is screened from <br /> 57-67 feet Figure 11 was constructed using the data from GT-1, GT-3, GT-12, GT-14A, and GT- <br /> 15A, all of which are screened in the 2nd Riverbank aquifer The screened interval in GT-1 and GT- <br /> 3 is 75-100 feet, the screened interval in GT-12 is 85-105 feet, and the screened interval in the other <br /> two is 80-90 feet Figure 12 was constructed using the data from GT-13B, GT-14B, and GT-1513, <br /> all of which are screened below 100 feet in the 3`d Riverbank aquifer <br /> The data for the 1St Riverbank aquifer suggest that the groundwater flow direction is to the north <br /> (Figure 10) The data for the 2"d Riverbank aquifer suggest a more westerly flow direction, but the <br /> elevation difference in four of the five wells is only 0 01 feet, so even a very small error in the <br /> casing survey or depth measurement could yield a different flow direction (Figure 11) The data for <br /> the 3`d Riverbank aquifer imply a southward flow direction, opposite to that for the 1St Riverbank <br /> (Figure 12) <br /> 3 4.1 Historical Groundwater Flow Directions <br /> Table 4 summarizes all the existing data on groundwater flow directions at the site Since the <br /> investigation began in 1994, 27 groundwater elevation maps have been constructed The first <br /> several maps were constructed using the three-point method and were based on three wells screened <br /> in the 2❑d Riverbank aquifer (this was not apparent at the time) Due to the alignment of the wells <br /> and the small difference in groundwater elevation in these wells, the flow direction was highly <br /> 7 <br />
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