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ARCHIVED REPORTS XR0002727
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544425
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ARCHIVED REPORTS XR0002727
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Entry Properties
Last modified
5/6/2019 3:02:22 PM
Creation date
5/6/2019 2:55:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002727
RECORD_ID
PR0544425
PE
3528
FACILITY_ID
FA0006249
FACILITY_NAME
VILLAGE PROPERTIES
STREET_NUMBER
140
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
13707051
CURRENT_STATUS
02
SITE_LOCATION
140 HARDING WAY
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Blockbuster Video/Yellow Submarine November 24, 1992 <br /> Monitoring Welllnstalladon Page 4 I <br /> 1 � <br /> 10 <br /> The soil from each sampled interval was logged by a California State registered <br /> geologist until the total depth of the well at 70 feet. Reference samples were taken <br /> from interval and stored In a compartmented chip case. A PID was on site to screen <br /> the samples. However, it malfunctioned and gave erratically high readings, even in <br /> ambient air and refused to zero. Consequently, only olfactory observations were <br /> ' recorded. <br /> ' 5.0 Geology/Hydrology of Site <br /> The subsurface geology of the Yellow Submarine site is characterized by an upper unit <br /> composed of plastic silty clay which includes local restricted lenses of clayey silt. This <br /> unit extends from the surface down to a depth of approximately 53 feet. MW-4 also <br /> encountered a bed of dense hardpan within the clay unit at a depth of 45 feet. <br /> Below this clay is a bed of silty clayey sand which was penetrated by the other three <br /> t wells on the property and appears to be approximately 15 feet thick. This sand was not <br /> penetrated by MW-4, although only the auger cuttings were available for logging below <br /> the water table and this contact could easily have been missed. <br /> Groundwater gradient (determined by MW-1, MW-2 and MW-3� during the 9/91 and <br /> . 3/92 monitoring events, was to the northeast at 0.006 to 0.007 feet/foot. However, <br /> ' during the 9/92 monitoring event, the gradient hadzaytrsed and was to the southwest at <br /> a gradient of 0.009 feet/foot. <br /> 6.0 Distribution of Contamination <br /> ' The remedial excavation determined that the contamination was in the shape of a thin, <br /> elongated lens which plunged to the north. A small patch of contamination, <br /> approximately two feet in diameter was left on the northern wall and a portion of the <br /> bottom of the excavation. The diameter of the plume was rapidly decreasing toward <br /> the bottom of the excavation and.it was thought that the plume would pinch out within <br /> a few feet beyond the bottom. However, the contamination which was encountered in <br /> MW-4 shows that the level and extent of the con tantially iD&Lease 25 feet <br /> north of the bottom of the excavation. The contamination encountered in the boring is <br /> ' concentrated within and adjacent to two lenses of silty clay in the upper clay unit. <br /> These silt lenses have a slightly greater permeability that the enclosing clay and would <br /> be logical pathways for any contamination. Contamination in .the upper silt lens <br /> ' extends to a higher elevation than that of the last appearance of the pod of <br /> contamination in the re-excavation. <br /> 1 <br /> 1 . <br />
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