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ARCHIVED REPORTS_XR0003765
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0540905
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ARCHIVED REPORTS_XR0003765
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Last modified
2/3/2020 10:15:41 AM
Creation date
2/3/2020 9:07:46 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003765
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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I10 December 2001 <br /> AGE-NC Project No 98-0448 <br />' Page 4 of 8 <br /> 4.0. FINDINGS <br /> AGE determined ground water flow direction and gradient from the field data collected on 24 July <br /> 2001, the contaminant impact to ground water was assessed from the laboratory data <br /> From field data collected at the SVE remediation system between 01 July and 30 September 2001, <br /> I AGE determined the average TPH-g concentration, the average flow rate and calculated the <br /> approximate mass and volume of hydrocarbons removed <br /> 4 1 GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water in wells MW-1, MW-4A, MW-4B, MW-6 and MW-8 were measured <br /> between 17 69 and 20 43 feet below the tops of the well casings Ground water elevations at the site <br /> were calculated to be between 8 97 feet and 11 02 feet below mean sea level, ground water <br /> elevations are depicted in Figure 3 Ground water elevation at the site decreased an average 0 34 feet <br /> between the April 2001 and the July 2001 ground water monitoring events <br /> lie The general ground water gradient at the site was calculated to be approximately 0 016 ft/ft or less, <br /> or approximately 85 feet per mile, directed towards the south-southwest (Figure 3) <br /> 1 <br /> 4 2 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in water samples collected from wells MW-1, MW-2, MW-4A, MW-4B and <br /> MW-6 at concentrations as high as 61,000 micrograms per liter (µg/1), the highest TPH-g <br /> concentration in the first water one was 25,000 ug/l in MW-2 The laboratory reported the MW-1, <br /> MW-2,MW-4A and MW-4B samples contained significant unmodified or weakly modified gasoline <br /> and the MW-6 sample displayed one to a few isolated peaks present in the sample chromatogram <br /> The inferred extent of dissolved TPH-g is depicted in plan view in Figure 4 <br /> Various BTEX compounds were detected in wafer samples collected from MW-1, MW-2, MW-4A, "�- <br /> MW-4B and MW-6 at concentrations as high as 7,800,ug/l, the greatest benzene concentration was <br /> detected in the sample collected from MW-4B at a concentration of 4,100µg/1 The highest benzene <br /> concentration in the first water zone was 400 ug/l in MW-2 <br /> IMTBE was detected in a water sample collected from MW-4B at a concentration of 25 µg/l No <br /> other fuel oxygenated or lead scavenger compounds were detected by laboratory analysis Previous <br /> Iand current analytical results of ground water monitoring well samples are summarized in Tables 2 <br /> IAdvanced GeoEnvironmentaI,Inc <br />
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