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ARCHIVED REPORTS_XR0009935
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545678
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ARCHIVED REPORTS_XR0009935
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Last modified
5/20/2020 11:43:54 AM
Creation date
5/20/2020 11:34:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009935
RECORD_ID
PR0545678
PE
3528
FACILITY_ID
FA0005843
FACILITY_NAME
MASONITE CORPORATION
STREET_NUMBER
433
Direction
W
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14704044
CURRENT_STATUS
02
SITE_LOCATION
433 W SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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ISite Background Information Prem Dor 4 <br /> Page 5 of 7 <br /> Significant petroleum hydrocarbon-impact to soil in the vadose and smear zone is present in bonngs <br /> I B l and B2,in the area of the former USTs Total petroleum hydrocarbons quantified as gasoline and <br /> diesel(TPH-g,TPH-d)and benzene are present at maximum concentrations of 22,000 mg/kg,7,500 <br /> mg/kg and 1 1 mg/kg, respectively, all from sample B2-15 Most of the contamination appears to <br /> Ireside above the top of the clay layer,at approximately 29 to 36 feet bsg,except at B3,where TPH-g <br /> was detected at 35 feet bsg at a concentration of 900 mg/kg <br /> Contamination in ground water was present in all four soil boring locations and in the up-gradient <br /> well MW-2, the ground water sample from B4, collected between 53 feet and 57 feet bsg, in the <br /> second sand unit, indicated elevated amounts of contamination at a depth of 57 feet bsg <br />' Concentrations have not been detected in down-gradient well MW-1 and cross-gradient well MW-3 <br /> only had one very small detection of toluene and xylene (January 2004), both below State of <br /> I California Department of Health Services(DHS)Maximum Contaminant Levels(MCL)for drinking <br /> water <br /> I Lateral hydrocarbon-impact to soil is not defined toward the north, southeast and southwest of the <br /> former UST The vertical extent of soil contamination does not appear to exceed 40 feet bsg, with <br /> the exception of B3 at 35 feet bsg, and the low concentrations of hydrocarbons detected in samples <br /> Icollected at 35 feet from borings B1, B2 and MW-2 The lateral extent of ground water <br /> ie contamination is not defined toward the north, southeast and southwest of the former UST, and is <br /> not defined vertically, as contamination is present in the location of B4 at a depth of 57 feet bsg <br /> I <br /> HYDROGEOLOGIC MODEL <br />' Based on the soil boring and CPT results and comparison with soil descriptions from borings <br /> previously advanced on the site,AGE has developed a preliminary subsurface model of the site soil <br />' stratigraphy comprised of six informal zones-a vadose(unsaturated) zone and five hydrogeologic <br /> units Hydrogeologic units may be defined as distinctive vertical intervals of soil with a significant <br /> lateral extent and having similar hydrologic characteristics (i a hydraulic conductivity, <br /> Itransmissivity, etc) over its vertical and horizontal extents A `flow unit' may be defined as a <br /> hydrogeologic wit characterized by significantly greater hydraulic conductivity values than the <br />' overlying and underlying units, a flow unit is capable of serving as a preferred migration route,and <br /> could potentially allow migration of large contaminant masses over great distances <br /> I The model presented is interpretational and will be modified as more data is collected The six <br /> vertical zones identified are as follows (depths are approximate and can vary by several feet across <br /> the site) <br /> Vadose Zone - Extending from surface grade to approximately 18 5 feet bsg (average depth to the <br /> • ground water table), the vadose zone is generally comprised of silt, clayey silt, and silty clay, with <br /> I <br /> Advanced GeoEnvironmental,Inc. <br /> I <br />
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