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ARCHIVED REPORTS_XR0012018
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012018
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Last modified
7/22/2020 12:06:26 PM
Creation date
7/22/2020 11:15:20 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012018
RECORD_ID
PR0545890
PE
3526
FACILITY_ID
FA0025958
FACILITY_NAME
ROEK BROTHERS CONSTRUCTION
STREET_NUMBER
102
Direction
S
STREET_NAME
WILSON
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15502065
CURRENT_STATUS
02
SITE_LOCATION
102 S WILSON WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Ms Rebecca Setliff <br /> . Page 2 of 4 <br /> The potentiometric surface was above the top of the screened intervals in all wells except <br /> monitoring wells MW1, MW2, MW3, MW13 and MW14 and vapor wells VW2, VW3 VWS and <br /> VW6 Groundwater flowed in an easterly direction, with an average gradient of approximately <br /> 0 003 feet per foot A groundwater gradient map generated using the monitoring data from all <br /> site wells is shown on Figure 2 Groundwater monitoring data are summarized in Table 1 <br /> Monitoring logs are included in Attachment A <br /> On December 6, 2001 and December 7, 2001, a Ground Zero technician collected groundwater <br /> samples from monitoring wells MW3 through MW6, MW8, MW 10, MW I I and MW 14 and from <br /> vapor wells VW2, VW4, VW5, and VW6 A minimum of three well casing volumes was purged <br /> from each well prior to sampling During the purging process, physical parameters (pH, electrical <br /> conductivity, and temperature) were monitored Subsequent to parameter stabilization and a <br /> minimum of 80% recovery of initial depth to groundwater measurements, groundwater samples <br /> were collected and placed in an iced cooler for transport to Argon Laboratories (ELAP #2359) <br /> under chain of custody Purge water was contained in labeled 55-gallon drums approved by the <br /> Department of Transportation (DOT), which are stored onsite within a secured area Purge logs <br /> are included in Attachment A <br /> Analysis consisted of gasoline oxygenates, EDB and 1,2 DCA by EPA Method 8260, TPHg by <br /> EPA Method 8015 modified and BTEX by EPA Method 8020 <br /> AD <br /> GROUNDWATER ANALYTICAL RESULTS <br /> Groundwater Monitoring Wells <br /> TPHg was detected in all sampled wells except MW6, MW 10 and MW 11, while benzene was <br /> detected in all sampled wells except MW 10 and MW I 1 Concentrations of TPHg and BTEX <br /> were generally stable to decreasing relative to the concentrations present during the previous <br /> sampling event, however, in well MW3, TPHg and benzene levels increased approximately 6x <br /> (72,000 parts per billion (ppb) and 21,000 ppb, respectively) These are the highest <br /> concentrations reported in this well to date Overall, the extent of the plume of groundwater <br /> contamination associated with the onsite release is stable and concentrations are decreasing <br /> TPHg and BTEX concentrations are summarized in Table 2 Attachment B contains laboratory <br /> reports and chain of custody documentation Graphs depicting TPHg and benzene concentrations <br /> over time are included in Attachment C <br /> MTBE was the only gasoline oxygenate detected in the sampled wells MTBE was <br /> detected <br /> wells MW3 (17,000 ppb), MW4 (8,300 ppb), MWI 1 (3 1 ppb) and MW14 (34,000), which are <br /> located along the southern portion of the property, and in well MW10 (10 ppb), which is located <br /> offsite along the north side of Market Street MTBE in wells MW3 and MW 14 increased <br /> approximately one order of magnitude since the previous sampling event Concentrations of <br /> MTBE reported in wells MW3 and MW 14 are the highest to date MTBE was also detected 1n <br /> roeklgmr 4QM2001 <br />
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