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ARCHIVED REPORTS_XR0007151
Environmental Health - Public
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ARCHIVED REPORTS_XR0007151
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Last modified
7/7/2020 3:01:55 PM
Creation date
7/7/2020 2:23:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007151
RECORD_ID
PR0540315
PE
3526
FACILITY_ID
FA0023046
FACILITY_NAME
U-HAUL FACILITY NO 710050
STREET_NUMBER
2701
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95215
APN
11708014
CURRENT_STATUS
01
SITE_LOCATION
2701 N WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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LSauers
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EHD - Public
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Blaes Environmental Managerneirf Gic <br /> 002-70950-03 U-Hai]#709-50 <br /> Work Plan <br /> 1118/01 <br /> 2 4 WELLS AT THE SITE <br /> Due to requests made by the SJC, Blaes Environmental conducted additional site characterization <br /> activities in January 2000 Additional site characterization activities included, in part, the installation of <br /> eight new monitor wells screened across two depth intervals to accommodate the higher groundwater <br /> levels With the additional monitor wells, wells at the site are now screened across three depth intervals <br /> These depth intervals include "lower" (C) well casings screened at depths ranging from approximately 60 <br /> to 100 feet bgs, "middle" (B) well casings screened at depths ranging from approximately 45 to 77 feet <br /> bgs, and "upper" (A) well casings screened at depths ranging from approximately 23 to 62 feet bgs <br /> These screened intervals accommodate fluctuations in groundwater depth that have ranged from <br /> approximately 45 to 90 feet bgs since 1993 (SOTA, 1997) Existing monitor well construction <br /> information is summarized in Table 1 <br /> 2 5 ADDITIONAL SOIL INVESTIGATION <br /> In January 2000, Blaes Environmental collected soil samples from direct-push and cone-penotrometer <br /> boreholes for laboratory analysis to further define the extent of hydrocarbons in soil beneath the site In <br /> total, six boreholes were drilled at the site (DP-1 through DP-6) (Figure 3) This investigation involved <br /> collecting soil samples within saturated soil to approximately 126 feet bgs or approximately 77 feet below <br /> the groundwater interface at that time Direct-push and cone-penotrometer soil sampling technologies were <br /> determined to be the best methods for preserving soil sample integrity when sampling below groundwater <br /> Soil samples were also collected from soil borings to complement data collected from the direct-push/cone- <br /> penetrometer boreholes Soil sample locations included the central portion of the hydrocarbon plume(DP-1, <br /> DP-2 and MW-3a)and the lateral portions of the plume(DP-3, DP4,DP-5, DP-6,MW-4a, and MW-la) <br /> The source area of the hydrocarbon plume was determined to be near borehole locations DP-I and DP-2 <br /> Analytical results indicate that total petroleum hydrocarbons as gasoline (TPHg) concentrations in soil from <br /> DP-2 were greater than 1,000 milligrams per kilogram(mg/Kg) at depths of 10 to 74 feet bgs Soil collected <br /> at approximately 29 feet bgs contained 21,000 mg/Kg TPHg (Table 2) Field observations of this sample <br /> indicated that apparent free-phase hydrocarbons saturated the sample The apparent source area of <br /> hydrocarbons in soil is also defined by plotting the vertical representation of soil sample analytical results <br /> (Figure 4) The source area appears to be the former western dispenser island <br /> 5 <br />
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