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ARCHIVED REPORTS_XR0012228
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545890
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ARCHIVED REPORTS_XR0012228
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Last modified
7/22/2020 12:17:58 PM
Creation date
7/22/2020 11:50:10 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012228
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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' Mr Nuel Henderson <br /> Page 2 of 5 <br /> The potentiometric surface was above the top of the screened intervals in monitoring wells <br /> ' MW4 through MW13B, MW15B, MW15C, MW16B and vapor wells VW1 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 - 0 003 feet per foot A <br /> tpotentiometric surface map generated using the groundwater elevation data from all site <br /> groundwater monitoring 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 19 and 20, 2003, a Ground Zero technician collected groundwater samples from <br /> ' monitoring wells MW3 through MW6, MW8, MW 10, MW 11 and MW13B through MW 16B, <br /> and sampling groundwater from vapor wells VW4 and VW6 <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 90% 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 826013, 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 MW6, MW 10, MW 11, MW 15A through <br /> ' <br /> MW15C Benzene was detected in all wells sampled except for MW6, MW8, MW 10, MW 11, <br /> and MW 15A through MW15C Dissolved TPHg and BTEX levels in the remaining <br /> monitoring wells were within historical ranges, and appear to be stable to decreasing TPHg <br /> ' and BTEX concentration data are summarized in Table 2 Attachment B contains laboratory <br /> reports and chain of custody documentation <br /> MTBE continues to below laboratory method detection limits (MDLs) in wells MW5, MW6, <br /> MW8, MW13B and MW15C MTBE was detected in wells MW3 (48,000 parts per billion - <br /> ppb), MW4 (8,300 ppb), MW 11 (78 ppb) and MW 14 (82,000 ppb), which are located along <br /> ' the southern portion of the site (Figure 2) In downgradient wells MW 15A and MW 15B <br /> (Eugenia and Market) MTBE was reported at concentrations of 6 9 ppb and 440 ppb, <br /> G 1GR0UNI7=0MQMR\200314gm2003 doc <br />
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