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ARCHIVED REPORTS_XR0009967
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545678
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ARCHIVED REPORTS_XR0009967
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Last modified
5/20/2020 11:43:00 AM
Creation date
5/20/2020 11:37:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009967
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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i <br /> iSite Background Information <br /> • PREM DOR <br /> i433 West Scotts Street, Stockton, California <br /> STRATIGRAPHY <br />' Generally, gray, orange-brown to dark-brown, dry, silt with sand and gravel (fill matenal),was <br /> encountered from surface grade to approximately 6 feet bsg Light yellow-orange-brown to dark <br /> ibrown, damp to moist, clays, clayey silts and clayey sands were encountered from approximately <br /> 6 feet bsg to 21 feet bsg Brown,blue-gray to dark-gray, saturated, fine to coarse sand and silty sand <br /> was encountered from approximately 21 feet to 29 feet bsg, but to almost 35 feet bsg in the area of <br /> iMW2 Gray to blue-gray, moist to saturated clay with medium to high toughness and plasticity was <br /> encountered from approximately 29 feet bsg to 36 feet bsg Blue-gray to green-gray, saturated, silt <br />' was encountered from approximately 36 feet bsg to 49 feet bsg in soil boring B4 Green-grey <br /> saturated, fine sand was encountered from approximately 49 feet bsg to the extent of the boring in <br /> soil boring 134 <br /> PREVIOUS SITE ASSESSMENTS <br />' On 15 and 16 October 2002, three soil bonngs B 1 though B3 were advanced to a depth of 35 feet <br /> below surface grade (bsg), utilizing a van-mounted Geoprobe 5400 direct-push probing unit <br />' equipped with 1 25-inch probing rods,for the collection and analysis of soil and `grab' groundwater <br /> samples After probing to a depth of 25 feet bsg, ground water was found to be at approximately 22 <br /> feet bsg <br /> Soil boring B 1 was advanced in the northwest corner of the former UST excavation Soil boring B2 <br /> was advanced approximately five feet cast of the former UST excavation and soil boring B3 was <br />' advanced approximately ten feet southwest of the former UST excavation <br /> A total of six soil samples were analyzed for the petroleum hydrocarbon products TPH-g was <br /> detected in soil samples collected from all three borings at a maximum concentration of 22,000 <br /> milligrams per kilogram (mg/kg), in sample B2-15 TPH-d was detected in soil samples collected <br /> from borings B1 and B2 at a maximum concentration of 7,500 mg/kg in sample B2-15 BTEX <br />' compounds were detected in soil samples collected from all three borings at maximum <br /> concentrations of 1 I mg/kg,460 mg/kg,320 mg/kg and 1830 mg/kg,respectively,in sample B2-15 <br />' Lead was detected by EPA Method 6010B in one soil sample collected in boring B2 at a <br /> concentration of 59 mg/kg,in sample B2-15 No additional target analytes were detected at or above <br /> laboratory detection limits in the soil samples analyzed <br /> A grab ground water sample was collected from each of the three borings on 15 and 16 October 2002 <br /> and were analyzed for the petroleum hydrocarbon products TPH-g was detected in ground water <br /> samples collected from each boring at a maximum concentration of 170,000 p.g/l in boring B2 TPH- <br /> d was detected in ground water samples collected from borings B1 and B2 at a maximum <br /> concentration o f 23,000 gg/1 in bonng B2 BTEX compounds were detected in groundwater samples <br /> Advanced GeoEnvironmental,Inc <br />
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