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ARCHIVED REPORTS_XR0012204
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012204
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Last modified
7/22/2020 12:12:52 PM
Creation date
7/22/2020 11:41:05 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012204
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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b <br /> Mr Nuel Henderson <br /> Page 2 of 4 <br /> • The potentiometric surface was above the top of the screened intervals in all monitoring wells <br /> except MWI, MW2, MW3, MW13, and MW14 and all vapor wells except VW2, VW3, VW5 <br /> and VW6 Groundwater flow was in an east-northeasterly direction and the average gradient <br /> across the site was approximately 0 003 feet per foot A potentiometric surface map generated <br /> using the groundwater elevation data from all site monitoring wells is shown on Figure 2 <br /> Groundwater monitoring data are summarized in Table 1 Monitoring data sheets and well <br /> construction details are included in Attachment A <br /> On August 26, and August 27, 2002, a Ground Zero technician collected groundwater samples <br /> from monitoring wells MW 1 through MW5, MW7, MW8, MW9, MW12 and MW14 and vapor <br /> wells VWl and VW6 A minimum of three well casing volumes was purged from each well prior <br /> to sampling During the purging process, physical parameters (pH, electrical conductivity, and <br /> temperature) were monitored Subsequent to parameter stabilization, and a minimum of 80% <br /> recovery of initial depth to groundwater measurements, groundwater samples were collected and <br /> placed in an iced cooler for transport to Argon Laboratories (FLAP #2359) under chain of <br /> custody protocol 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 /> GROUNDWATER ANALYTICAL RESULTS <br /> Groundwater Monitoring Wells <br /> TPHg and benzene were detected in all sampled wells except MW7, MW9 and MW12 Except <br /> for well MW8, which continues to exhibit a decreasing trend, the levels of TPHg and benzene <br /> detected in the remaining monitoring wells were within historical ranges TPHg and BTEX <br /> concentration data are summarized in Table 2 Attachment B contains laboratory reports and <br /> chain of custody documentation Graphs depicting TPHg and benzene concentrations over time <br /> are included in Attachment C <br /> MTBE was the only gasoline oxygenate detected in the sampled wells MTBE was detected in <br /> wells MW3 (24,000 parts per billion - ppb), MW4 (14,000 ppb), MW7 (280 ppb), and MW14 <br /> (140,000 ppb), which are located along the southern portion of the site (Figure 2) MTBE was <br /> also reported in well MW9, located on the north side of Market Street, and in downgradient well <br /> MW12 at concentrations of 8 2 ppb, and 110 ppb, respectively Concentrations of dissolved <br /> MTBE detected in wells MW7 and MW14 are the highest to date These wells are clearly <br /> affected by offsite MTBE releases <br /> • EDB was not detected in any monitoring wells sampled, however, 1,2-DCA was present in <br /> monitoring wells MW2 and MW12 at concentrations of 29 ppb and 19 ppb, respectively <br /> %NGZ%_FSSJYbol\D,Li1GROUNDZE\ROEK\Q[,Qt�2002\3gm2002 doc <br />
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