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ARCHIVED REPORTS_XR0003577
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003577
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Last modified
2/3/2020 10:14:47 AM
Creation date
2/3/2020 9:25:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003577
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
Scanner
SJGOV\sballwahn
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EHD - Public
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' 18 May 2006 <br /> AGE-NC Project No 04-1239 <br /> Page 6 of 7 <br />' very fine- to medium-grained sand was encountered In boring M W 12 at 30 feet and 40 feet <br /> bsg, a soil sample was not recovered at 35 feet bsg In boring MW 13, advanced adjacent to <br /> MW 12, dark gray sandy silt was identified at the top of the 45-foot sample, with clayey silt <br /> - and silty clay identified to the total depth of the boring except for an approximately 6-inch <br /> thick lens of silty sand encountered near 55 feet bsg In boring MW14, silty clay was <br /> encountered from 45 feet to 55 feet bsg, underlain by sandy clay at 60 feet and 65 feet bsg <br />' A total of eleven soil samples were analyzed for the constituents listed in Section 2 1 1 , no <br /> petroleum hydrocarbon constituents were detected at or above laboratory detection limits In <br />' the soil samples analyzed <br /> • At the time of the March 2006 sampling event, depths to ground water ranged from <br /> 16 94 feet to 2105 feet below the tops of the well casings Ground water elevation in wells <br /> MW-9 through MW-I l ranged from 6 82 feet to 7 00 feet below MSL, and averaged <br /> approximately 6 89 feet below MSL, indicating an increase in average ground water <br /> elevation of 3 32 feet since the last monitoring event in November 2005 During this <br /> Imonitoring event, the ground water level was as high as 3 06 feet above the screened <br /> intervals in shallow wells MW-9 through MW-12 <br /> . • Ground water at the site was inferred to be flowing toward the west-southwest under a <br /> hydraulic gradient of approximately 0 004 ft/ft <br />' • TPH-g was detected In wells MW-9 and MW-14 at concentrations of 86,000 µg/l and <br /> 1,900 µg/l,respectively BTEX compounds were detected in wells MW-9 and MW-14 at the <br /> following maximum concentrations 31 µg/l benzene(MW-14),7,300µg/1 toluene(MW-9), <br /> 4,600 pg/i ethylbenzene (MW-9), and 28,900 pg/l total xylenes (MW-9) <br /> • The lateral extent of shallow petroleum hydrocarbon contamination is defined to the south <br /> by well MW-11, to the southwest by well MW-10, and to the north by well MW-12 The <br /> Ilater extent of deep contamination is defined to the north by well MW-13 <br /> S.Q. RECOMMENDATIONS <br /> Based on the findings of the environmental activities recounted in this report, AGE recommends <br /> • Continuation of quarterly monitoring events, the next event is scheduled for the second <br /> quarter 2006 <br /> • Installation of one additional shallow ground water monitoring well in the former UST area, <br /> as detailed in the AGE-prepared Additional Monitoring Well Installation Work Plan, dated <br /> 15 November 2005 <br /> • <br /> Advanced GeoEnvironmentab Inc <br /> I <br />
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