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ARCHIVED REPORTS_XR0012230
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012230
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Last modified
7/22/2020 12:10:31 PM
Creation date
7/22/2020 11:51:25 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012230
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 /> The potentiometric surface was above the top of the screened intervals in monitoring wells <br /> MW4 through MW13B, MW 15B, MW 15C, MW 16B and vapor wells VW 1 and VW4 Vapor <br /> wells VW2 and VW5 were dry Groundwater flowed in an east-northeasterly direction The <br /> average gradient across the site was approximately 0 002 feet per foot A potentiometric <br /> surface map generated using the groundwater elevation data from all site groundwater <br /> monitoring wells is shown on Figure 2 Groundwater monitoring data are summarized in <br /> Table 1 Monitoring data sheets and well construction details are included in Attachment A <br /> On August 27 and 28, 2003, a Ground Zero technician collected groundwater samples from <br /> monitoring wells MW1 through MW5, MW7, MW8, MW9, MW12, MW13B through <br /> MW16B and from vapor wells VW1 and VW3 Samples were not collected from vapor wells <br /> VW2 and VW5 as they were dry (Table 1) <br /> A minimum of three well casing volumes was purged from each site well prior to sampling <br /> During the purging process, physical parameters (pH, electrical conductivity, and temperature) <br /> were monitored Subsequent to parameter stabilization, and a minimum of 80% recovery of <br /> initial depth to groundwater measurements, groundwater samples were collected and placed in <br /> an iced cooler for transport to Argon Laboratories (ELAP #2359) under chain of custody <br /> protocol <br /> Analysis consisted of gasoline oxygenates, EDB and 1,2-DCA by EPA Method 8260B, TPHg <br /> by EPA Method 8015 modified and BTEX by EPA Method 8021B Purge water was <br /> transferred into labeled 55-gallon drums approved by the Department of Transportation <br /> (DOT) The waste is stored onsite within a secured area Purge logs are included in <br /> Attachment A <br /> GROUNDWATER ANALYTICAL RESULTS <br /> Groundwater Monitoring Wells <br /> TPHg was detected in all sampled wells except MW7, MW9, MW12, MW 15A and MW 15C <br /> Benzene was detected in all wells sampled except for MW7, MW9, MW12, and MW15A <br /> through MW 15C Dissolved TPHg and BTEX levels in the remaining monitoring wells were <br /> 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 <br /> custody documentation <br /> MTBE continues to below laboratory method detection limits (MDLs) in wells MW1, MW2, <br /> I MW5, MW8, MW13B and MW15C MTBE was detected in wells MW3 (34,000 parts per <br /> billion - ppb), MW4 (7,500 ppb), MW7 (68 ppb), MW12 (60 ppb) and MW14 (63,000 ppb), <br /> which are located along the southern portion of the site (Figure 2) In downgradient wells <br /> MW 15A and MW 15B (Eugenia and Market) MTBE was reported at concentrations of 8 6 ppb <br /> IIGZA_FSIVOL_IIDATAIGROUNDZEIROEKIQMR1200313gm2003 doc <br />
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