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ARCHIVED REPORTS_XR0007261
Environmental Health - Public
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0007261
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Last modified
7/23/2020 8:12:35 AM
Creation date
7/23/2020 8:03:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007261
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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z <br /> Mr Mike Infiurna <br /> Page 2 <br /> • well MW1D was 56 63 feet btoc Water level data are summarized in Table 1 Monitoring well <br /> locations are shown on Figure 2 Field data sheets are included in Attachment A <br /> Groundwater elevation was determined in each well by subtracting the depth to groundwater <br /> measurement from the respective surveyed wellhead elevation On June 9, the potentiometric <br /> surface of the A Zone wells ranged from 37 18 feet to 37 22 feet below mean sea level (MSL) The <br /> potent>ometrnc surface of the B Zone wells ranged from 37 07 feet to 37 28 feet below MSL The <br /> potent>ometric surface in C Zone well MW1D was 37 17 feet below MSL <br /> Due to the complexity of the well depthlpotentiometric 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 north-northwest at a gradient of approximately 0 0008 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 and northeast <br /> at a gradient of approximately 0 001 ft/ft while flow in the B Zone is toward the northwest at <br /> approximately 0 0008 ft/ft Note that an alternative interpretation for the A Zone would have flow <br /> toward the northwest <br /> Groundwater Sampling <br /> On June 9 and 10, 2004, the site wells were purged and sampled During purging, temperature, <br /> pH and electrical conductivity parameters were measured Purging continued until these <br /> M parameters had stabilized A minimum of three well casing volumes was purged from each well <br /> Purge water was contained in appropriately labeled DOT-approved 55-gallon drums Purge logs <br /> 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 modified <br /> EPA Method 8015B <br /> GROUNDWATER ANALYTICAL RESULTS <br /> TPHg and BTEX compounds were not detected in the samples from wells MW5 and MW7 <br /> TPHg was detected in the samples from the rest of the wells at concentrations ranging from 250 to <br /> 85,000 parts per billion (ppb) Benzene levels in these wells ranged from 1 6 ppb in MW3 to <br /> 14,000 ppb in well MW 1 Analytical results are summarized in Table 2 Attachment B contains <br /> laboratory reports and chain of custody documentation <br /> Gasoline oxygenates and additives were not detected in wells MW3, MW5, and MW7 1,2-DCA <br /> was detected in each of the other wells at concentrations ranging from 15 ppb in MW 1 D to 1,800 <br /> ppb in MW1 A concentration of 2 5 ppb MTBE was reported in the sample collected from well <br /> MW1D, however, this result is suspect No other oxygenates or additives were detected <br /> 11GZA—FSIVOL_11DATA\GROUNDZEIHARRYS\Reports\QMR1200412QM2004a doc <br />
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