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ARCHIVED REPORTS_XR0012203
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012203
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Last modified
7/22/2020 12:11:24 PM
Creation date
7/22/2020 11:40:33 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012203
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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i <br /> Mr Nuel Henderson <br /> Page 2 of 4 <br /> Groundwater flowed in a northeasterly direction, and the average gradient across the site was <br /> approximately 0 0025 feet per foot A potentiometric surface map generated using the groundwater <br /> elevation data from all site momtormg wells is shown on Figure 2 Groundwater monitoring data are <br /> summarized in Table 1 Monitoring data sheets and well construction details are included in <br /> Attachment A <br /> On November 13 and 14, 2002, a Ground Zero technician collected groundwater samples from <br /> monitoring wells MW3 through MW6, MW8, MW10, MWI I and MW14 and from vapor wells VW3, <br /> VW4 and VW6 A minimum of three well casing volumes was purged from each well prior to <br /> sampling During the purging process, physical parameters (pH, electrical conductivity, and <br /> temperature) were monitored Subsequent to parameter stabilization, and a minimum of 80% recovery <br /> of initial depth to groundwater measurements, groundwater samples were collected and placed in an <br /> iced cooler for transport to Argon Laboratories (FLAP#2359) under chain of custody protocol <br /> Analysis consisted of gasoline oxygenates, EDB and 1,2-DCA by EPA Method 8260, TPHg by EPA <br /> Method 8015 modified and BTEX by EPA Method 8020 Purge water was transferred into labeled <br /> 55-gallon drums approved by the Department of Transportation (DOT), which are stored onsite within <br /> a secured area Purge logs are included in Attachment A <br /> GROUNDWATER ANALYTICAL RESULTS <br /> Groundwater Monitoring Wells <br /> TPHg was detected in all sampled wells except MW6, MW10 and MWI I Benzene was detected in <br /> all wells sampled except for MW6 and MW10 Dissolved TPHg and BTEX in the monitoring wells <br /> were within historical ranges, and appear to be stable to decreasing TPHg and BTEX concentration <br /> data are summarized in Table 2 Attachment B contains laboratory reports and chain of custody <br /> documentation Graphs depicting TPHg and benzene concentrations over time are included in <br /> Attachment C <br /> MTBE was the only gasoline oxygenate detected in the sampled wells, and continues to below <br /> laboratory method detection limits in wells MW5, MW6 and MW8 MTBE was detected in wells <br /> MW3 (5,300 parts per billion - ppb), MW4 (4,700 ppb), MW 11 (23 ppb) and MW 14 (210,000 ppb), <br /> which are located along the southern portion of the site (Figure 2) MTBE was also reported in <br /> downgradient well MW10 (north side of Market Street) at concentration of 4 2 ppb Concentrations of <br /> dissolved MTBE detected in wells MW3 and MW4 had decreases of up to 4 5x since last sampled, <br /> while the levels reported m MWl I and MW14 are the highest to date These wells are clearly affected <br /> by offsite MTBE releases <br /> EDB was not detected in any monitoring wells sampled, however, 1,2-DCA was detected for the first <br /> time in wells MW5 and MW6 at concentrations of 66 ppb and 6 2 ppb, respectively 1,2-DCA was <br /> also present at low levels in monitoring wells MW10 and MW11 Analytical results for gasoline <br /> oxygenates, EDB and 1,2-DCA are summarized in Table 3 Attachment B contains laboratory reports <br /> and chain of custody documentation <br /> i <br /> 11GZA FSISYS011Data\GROUNDZEIROEK\QMR1200214gm2042 doc <br />
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