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ARCHIVED REPORTS XR0001095
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001095
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Last modified
3/6/2019 4:55:09 PM
Creation date
3/6/2019 2:00:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001095
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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L 1 <br /> 12 January 2004 <br /> AGE-NC Project No 95-0121 " <br /> Page 4 of 6 , <br /> i3 2 ' LABORATORY RESULTS OF GROUND WATER SAMPLES , <br /> TPH-g was detected in water samples collected from wells MW-1 through MW-4, MW-7, VW-1, <br /> VW22 and VW-4 at concentrations as high as' 230,000 micrograms per liter (µg/1) from VW-1 - <br /> (Figure 4) TPH-d was detected in water samples collected from wells MW-1 through MW-4,MW-7 <br /> 11 <br /> and VW-I'at concentrations as high as 29,000 µg/1 from VW-1,however the laboratory reported the " <br /> sample chromatograms to be representative of gasoline i f; <br /> Benzene, toluene, ethylbenzene and xylene constituents(BTEX) were detected in the ground water ; <br />' sample collected from wells MW-1 through MW-4, MW-7, VW-1, VW-2 and VW-4 at <br /> concentrations at concentrations as high as 33,000 µg/l toluene from well VW-1 Benzene was <br /> `detected at concentrations as great as 11,000µg/1 from well MW-1 and 29,000µg/l from well,VW-1 " <br /> IMTBE was detected in the water sample collected from wells MW-1,MW-2,MW-3,MW-7,VW-1, <br /> VW-2 and VW-4 at concentrations as high as 880 µg/1 from well VW-1, DIPE'was detected in a <br />' water sample collected from well MW-1 at a concentration 4 3 µg/1 No other fuel components were <br /> detected during the laboratory analysis <br /> I • Previous and current analytical results of ground water-monitoring well samples are summarized in <br /> Tables 3 and 4 The laboratory reports(Cal Tech Environmental Laboratories Sample I D 0309-176 <br />' and 0309-184) and chain-of-custody forms are presented in Appendix B <br />' 4.0. SUMMARY AND CONCLUSIONS i <br /> m L <br /> a <br /> The implications from third quarter 2003 ground water monitoring are as follows <br /> I <br /> • <br /> Groundwater flow direction for the area bound by wells MW-1 through MW-9 was inferred <br /> to be towards the northeast at a gradient of 0 001 ft/ft or less (Figure 3) The flow direction <br />' i likely represents the lower sand Ievel or semi-confined aquifer at the site and may not <br /> represent the upper most water table flow direction 1 <br /> I I , I~ <br /> I _ ,Due to the low gradient at the site, slight variations in ground, water measurements or <br /> changes of recharge/discharge of the local ground water could greatly modify ground water <br /> 5 , <br /> flow direction <br /> Between February 1991 and May,11998, ground water elevations;at the site significantly <br /> increased from 26 feet to 7 feet ,below mean sea level (ms]), however, ground water <br /> measurements collected between May 1998 and present have,generally fluctuated very little <br /> between 7 feet and 12 feet below msl (Table 2) <br /> P 1 , <br /> II <br /> Advanced GcoEnvtronmental,Inc <br /> t I <br /> II <br />
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