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ARCHIVED REPORTS_XR0007259
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0007259
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Last modified
7/23/2020 8:13:22 AM
Creation date
7/23/2020 8:02:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007259
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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EHD - Public
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y it <br /> Mr Mike Infurna <br /> Page 2 <br /> . groundwater in C Zone well MW1D was 58 09 feet btoc Since previously measured on August <br /> 30, 2004 water levels rose an average of 2 92 feet in the A Zone wells, 5 44 feet in the B Zone <br /> wells, and 5 45 feet in the C Zone well Water level data are summarized in Table 1 <br /> Monitoring well locations are shown on Figure 2 Field data sheets are included in Attachment <br /> A <br /> Groundwater elevation was determined in each well by subtracting the depth to groundwater <br /> measurement from the respective surveyed wellhead elevation On December 20, 2004, the <br /> potentiometric surface of the A Zone wells ranged from 38 60 feet to 38 69 feet below mean sea <br /> level (MSL) The potentiometric surface of the B Zone wells ranged from 38 57 feet to 38 66 feet <br /> below MSL The potentiometric surface in C Zone well MW1D was 38 63 feet below MSL <br /> Due to the complexity of the well depth/potentiometric surface relationship, groundwater gradient <br /> was interpreted in several ways Figure 3 interprets the gradient using data from the A and B Zone <br /> wells together Flow is toward the east and northeast at a gradient of approximately 0 001 ft/ft <br /> Potentiometric surface maps utilizing data from the A and B Zones separately are depicted on <br /> Figures 4 and 5, respectively Flow in the A Zone is interpreted to be toward the east at a gradient <br /> of approximately 0 001 ft/ft while flow in the B Zone is toward the east-southeast at approximately <br /> 0 0003 ft/ft <br /> Groundwater Sampling <br /> • On December 20 and 21, 2004, the site wells were purged and sampled During purging, <br /> temperature, pH and electrical conductivity parameters were measured Purging continued until <br /> these parameters had stabilized A minimum of three well casing volumes was purged from each <br /> well Purge water was contained in appropriately labeled DOT-approved 55-gallon drums <br /> Purge logs are included in Attachment A <br /> Groundwater samples were collected after adequate groundwater recovery Samples were <br /> collected in sealed, preserved VOAs and stored in an ice chest refrigerated to a temperature of <br /> approximately 4° C Samples were delivered under chain of custody protocol to Argon <br /> Laboratories (ELAP #2359) Sample analysis consisted of gasoline oxygenate additives, 1,2-DCA <br /> and EDB using EPA Method 8260B, BTEX using EPA Method 8021B, and TPHg using <br /> modified EPA Method 8015B <br /> GROUNDWATER ANALYTICAL RESULTS <br /> TPHg was not detected in the samples from wells MW5, MW7 and MW1D BTEX compounds <br /> were not detected in samples from wells MW5 and MW7 TPHg was detected in the samples <br /> collected from the remaining site wells at concentrations ranging from 250 parts per billion (ppb) <br /> in MW6 to 89,000 ppb in MW 1 Benzene levels in these wells ranged from C 0 5 ppb in MW3 <br /> to 11,000 ppb in well MW1 Analytical results are summarized in Table 2 Attachment B <br /> contains laboratory reports and chain of custody documentation <br /> Gasoline oxygenates and additives were not detected in wells MW3 and MW7 1,2-DCA was <br /> G 1GROUNDZEIHARRYSNReports\QMR1200414QM2004a doc <br />
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