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ARCHIVED REPORTS_XR0007273
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545898
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ARCHIVED REPORTS_XR0007273
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Last modified
7/23/2020 8:15:10 AM
Creation date
7/23/2020 8:07:45 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007273
RECORD_ID
PR0545898
PE
3528
FACILITY_ID
FA0005555
FACILITY_NAME
MALIK ALL TIRES WHEEL
STREET_NUMBER
2662
Direction
N
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
11706033
CURRENT_STATUS
02
SITE_LOCATION
2662 N WILSON WAY
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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LSauers
Tags
EHD - Public
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Mr Jeffrey Wong <br /> Page 2 <br /> A potentiometric surface map generated using the September 24, 2001 monitoring data is shown on <br /> Figure 2 Groundwater monitoring data are summarized in Table 1 Monitoring data sheets are <br /> included in Attachment A <br /> Prior to sampling, wells MW 1 through MW4 were purged of a minimum of three well casing volumes <br /> During the purging process physical parameters (temperature, pH and electrical conductivity) were <br /> measured in each respective well, and well MW 1 went dry once Groundwater samples were collected <br /> after physical parameter stabilization, and at least 80% water level recovery of initial depth to water <br /> measurements Subsequently the samples were placed in an ice chest cooled to a temperature of <br /> approximately 4°C Purgewater was contained in appropriately labeled DOT-approved 55-gallon <br /> drums, and is currently being stored onsite pending proper disposal options Purge logs are included in <br /> Attachment A <br /> Groundwater samples were delivered under chain of custody protocol to Argon Laboratories (FLAP <br /> #2359) Analysis consisted of gasoline oxygenate additives, 1,2-DCA and EDB using EPA method <br /> 8260, BTEX using EPA method 8020, and TPHg using modified EPA method 8015 <br /> Wellhead Surveying <br /> On September 24, the wellhead elevation of monitoring well MW7 associated with the U-Haul Facility <br /> at 2701 N Wilson Way was surveyed relative to the wellhead elevations of the Harry's Auto Mart <br /> monitoring wells Water levels were measured at the U-Haul Facility on September 24 by Blaes <br /> Environmental personnel Ground Zero and Blaes subsequently exchanged water level data <br /> Groundwater elevation data for well MW7 are included in Table 1 The location of well MW7 is <br /> shown on Figure 2 On September 24, the potentiometric surface in MW7 was approximately 0 05- <br /> 0 09 feet higher than the potentiometric surface in the Harry's Auto monitoring wells This difference <br /> is attributed to the deeper screened interval in well MW7 Differences in potentiometric surface <br /> elevation related to well completion depths have also been documented at the U-Haul site <br /> As requested by PHS/EHD, Ground Zero has obtained permission from U-Haul to monitor and sample <br /> well MW7 in the future <br /> GROUNDWATER ANALYTICAL RESULTS <br /> TPHg and benzene were detected in the samples from each site monitoring well TPHg <br /> concentrations ranged from 260 parts per billion (ppb) to 180,000 ppb, and benzene <br /> concentrations ranged from 0 8 ppb to 14,000 ppb in wells MW3 and MWI, respectively 1,2- <br /> DCA was detected in all wells except MW3 at concentrations ranging from 220 ppb in well MW4 <br /> to 960 ppb in well MW 1 Gasoline oxygenate additives and EDB were not detected in the <br /> samples from any monitoring well <br /> Analytical results are summarized in Table 2 Attachment B contains laboratory reports and chain of <br /> custody documentation <br /> H-rYslrepaRs\gmr13ym2001 doc <br />
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