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2900 - Site Mitigation Program
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PR0507153
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Entry Properties
Last modified
6/22/2020 9:03:32 AM
Creation date
6/22/2020 8:52:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0507153
PE
2950
FACILITY_ID
FA0007717
FACILITY_NAME
THRIFTY OIL #171
STREET_NUMBER
1250
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11731001
CURRENT_STATUS
02
SITE_LOCATION
1250 N WILSON WAY
QC Status
Approved
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EHD - Public
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8820101-R COT-7 <br /> subsurface environment and the extent of soil and groundwater. <br /> f contamination. Recommendations .for additional investigative activities are <br /> given later in this ,report. <br /> H dro eolo ical Conditions <br /> The regional geology in the vici•nity of the site was described previously <br /> in the aforementioned Hydrotech report dated, .lanuary 7, 1988. Observations <br /> made during drilling revealed that silts and Silty clay dominate the <br /> subsurface in the southern portion of the site (i.e. Borings MW-1 and . <br /> MW-2) while sandy silt appears to prevail beneath the., northeasternportion <br /> of the site (MW-3). . A silty sand zone was encountered in Borings MW-1 and <br /> MW-2 at depths of approximately 20 to 30 feet and 20 to 25 feet, <br /> respectively. <br /> The location of the water table was difficult to determine during drilling. <br /> as only Boring MW-2 displayed obvious signs of groundwater at 'approximately <br /> 50.5 feet below grade. Groundwater in Boring MW-3, which was drilled <br /> first, was assumed to be at a depth of 43 feet due to the soils becoming <br /> moist at that depth. It was originally thought that the first groundwater <br /> 4 <br /> ' may actually be perched because the soils in MW_3 became-damp again at <br /> 47 feet. Due to the RFP specifying a maximum -well completion depth of <br /> 50 feet, the apparent water being located at 43 -feet, the absence of <br /> iobvious contamination in 'the soil samples 'and only 20 feet of extra wel� <br /> casing on hand, it was decided to complete, MW-3. at 50, feet. and extend the <br /> ' other two wells to a depth of 60 feet. The location of the water table in <br /> Boring M-1 was also very difficult to determine, as all so-il samples, <br /> E ' regardless of depth, appeared to have minimal moisture content (i.e. <br /> damp). No indications-of free groundwater were noted in any of the <br /> samples. ' <br /> - <br /> Determination of the groundwater gradient was precluded by the absence of <br /> groundwater in MW-3. It appears that the few inches of groundwater at the <br /> S <br /> 10 <br />
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