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ARCHIVED REPORTS_XR0011541
Environmental Health - Public
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ARCHIVED REPORTS_XR0011541
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Last modified
7/7/2020 3:20:23 PM
Creation date
7/7/2020 2:48:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011541
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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EHD - Public
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U-Haul#709-50 Blaes Environmental <br /> Preliminary Site Conceptual Madel December 15,2006 <br /> 10 Results of the October 1995 quarterly monitoring and sampling event indicated that the depth to groundwater <br /> was between approximately 63 to 66 feet bgs and the groundwater flow direction was toward the southwest <br /> Analytical results indicated that hydrocarbon concentrations exceeded California action levels in groundwater <br /> samples from five of the seven on-site monitoring wells (Table 2) Results also indicated that elevated <br /> hydrocarbon concentrations were present in groundwater from the off-site monitoring well MW-7 <br /> Between November 1994 and September 1997, SOTA conducted groundwater monitoring at the site During <br /> this period,the screen intervals of the on-site monitor wells became submerged (Appendix B) <br /> In January 2000, Blaes Environmental collected soil samples from direct-push and cone-penetrometer <br /> boreholes for laboratory analysis to further define the extent of hydrocarbons in soil beneath the site In <br /> total, six boreholes were drilled during the January 2000 event (DP-1, DP-2, DP-3, DP-4, DP-5 and DP-6) <br /> This investigation involved collecting soil samples within saturated soil to approximately 126 feet bgs (or <br /> approximately 77 feet below the groundwater interface)at that time Direct-push and cone-penotrometer soil <br /> sampling technologies were determined to be the best methods for preserving soil sample integrity when <br /> sampling below groundwater Soil samples were also collected from soil borings to complement data <br /> collected from the direct-push/cone-penetrometer boreholes Soil sample locations included the central <br /> portion of the hydrocarbon plume (DP-1, DP-2 and MW-3a) and the lateral portions of the plume (DP-3, <br /> DP-4, DP-5, DP-6, MW4a, and MW-1 a) <br /> The source area of the hydrocarbon plume was deterrmned to be near borehole locations DP-1 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 Field observations of this sample indicated that <br /> apparent free-phase hydrocarbons saturated the sample The apparent source area of hydrocarbons in soil is <br /> also defined by plotting the vertical representation of soil sample analytical results The source area on the <br /> U-Haul property appears to be the former western dispenser island <br /> The lateral extent of hydrocarbons in soil was better defined with analysis of soil samples collected from <br /> boreholes DP-3 and DP-6 Borehole DP-3 defined the northern lateral extent of hydrocarbons in soil with <br /> detectable concentrations of TPHg less than or equal to 10 mg/Kg and detectable benzene concentrations less <br /> than 0 72 mg/Kg Soil from this borehole did not contain detectable concentrations of hydrocarbons at depths <br /> of 70, 100, and 110 feet bgs <br /> Page 6 <br />
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