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ARCHIVED REPORTS_XR0003761
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003761
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Last modified
2/3/2020 9:39:44 AM
Creation date
2/3/2020 9:06:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003761
RECORD_ID
PR0540905
PE
2960
FACILITY_ID
FA0023406
FACILITY_NAME
SIERRA LUMBER MANUFACTURERS
STREET_NUMBER
375
Direction
W
STREET_NAME
HAZELTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
147120808
CURRENT_STATUS
01
SITE_LOCATION
375 W HAZELTON AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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08 November 1999 <br /> AGE-NC Project No 98-0448 <br /> Page 2 of 4 <br /> feet below the tops of the well casings Ground water elevations at the site were calculated to be <br /> between 8 98 feet and 10 48 feet below mean sea level, ground water elevations are depicted In <br /> Figure 3 Ground water elevation at the site decreased an average 0 88 feet between the June 1999 ; <br />' and the September 1999 ground water monitoring events, a general trend of decreasing ground water <br /> elevations has been observed at the site at least since March 1999 _ <br /> Ground water monitoring data collected in the area of wells MW-1, MW-2,MW4A, MW-6, MW-7 <br /> and MW-8 indicated a ground water flow direction generally toward the southeast at a gradient of " <br /> I 0 015 ft/ft, or approximately 80 feet per mile (Figure 3), ground water monitoring data collected in <br /> the area of wells MW-3,MW-5 and MW-8 suggested a ground water flow direction generally toward <br /> the west-northwest at a gradient of 0 004 ft/ft, or approximately 22 feet per mile Ground water was <br /> approximately 25 feet above the screened interval in monitoring well MW-413 Therefore this well <br /> is "drowned", and yields a sample representative of deeper screened ground water <br /> Due to the low gradient at the site, slight variations in ground water measurements or changes of <br /> recharge/discharge of the local ground water could greatly modify ground water flow direction <br /> 10 <br /> 32 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in water samples collected from wells MW-1, MW-2, MW-4A, MW-413 and <br /> MW-6 at concentrations ranging from 93 micrograms per liter (,Ug/1) to 90,000 µg/1 <br /> IVarious BTEX compounds were detected in water samples collected from MVL7-1, MW-2, MW-4A <br /> and MW-413 at concentrations ranging from 37 ug/1 and 16,000 ug/l, the greatest benzene <br /> concentrations were detected in samples collected from MW-413 at a concentration of 7,300 µg/l <br /> MTBE was detected utiIizmg EPA Method 8260 Modified in water samples collected from wells <br /> MWA, MW-413 and MW-8 at concentrations of 1 5 /.cg/l, 110 pg/1 and 3 4 µg/1, respectively DIPE <br /> was detected In water samples collected from wells MW-1 and MW-8 at concentrations of 6 Azg/l- <br /> and 4 7,ug/l,respectively No other fuel oxygenated compounds were detected during the Iaboratory <br /> analysis <br /> Analytical results of the ground water samples are summarized in Table 2 The laboratory reports <br /> (McCampbell Analytical Inc I D 19160 through 19168) and chain-of-custody forms are presented <br /> in Appendix B <br /> Advanced GeoEnaironmental,Inc <br /> f <br /> 1 ` <br />
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