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ARCHIVED REPORTS_XR0009943
Environmental Health - Public
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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_XR0009943
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Last modified
5/20/2020 11:44:56 AM
Creation date
5/20/2020 11:36:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009943
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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' 10 December 2004 <br /> • AGE-NC Project No 02-0950 <br />' Page 4 of 4 <br />' containers without a preservative, and 16-oz plastic bottles containing 5 ml nitric acid as a sample <br /> preservative After collection, the samples were properly labeled,placed in a chilled container, and <br /> transported under chain-of-custody to Cal Tech Environmental Laboratories, Inc (CTEL), a <br />' California Department of Health Services-certified analytical laboratory, for analysis The samples <br /> were analyzed for <br />' • Total petroleum hydrocarbons quantified as gasoline (TPH-g) and diesel (TPH-d) 1n <br /> accordance with EPA Method 8015 Modified, and <br /> • Benzene, toluene, ethylbenzene, and total xylenes (BTEX) and the volatile organic <br /> compounds methyl-tertiary-butyl ether(MTBE),tertiary-butyl alcohol(TBA), di-isopropyl <br /> ether (DIPE), ethyl tertiary-butyl ether (ETBE), tertiary-amyl methyl ether (TAME), <br /> I 1,2-dichloroethane (1,2-DCA), and 1,2-dibromo ethane (EDB) in accordance with EPA <br /> Method 8260 <br />' 3.0. FINDINGS <br />' • Ground water elevation, flow direction, and gradient were determined from field data collected on <br /> 28 September 2004 The contaminant impact to soil and ground water was quantified from the <br /> laboratory analytical data <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the September 2004 sampling event, depths to ground water ranged from 20 49 feet <br /> I (MW-3)to 20 89 feet(MW-1)below the tops of the well casings Groundwater elevation at the site <br /> averaged approximately 12 92 feet below mean sea level (MSL), which indicates a decrease in <br /> ground water elevation of approximately 2 31 feet between April and September 2004 (Table 1) <br /> During this monitoring event, the ground water levels in the wells were at least six feet below the <br /> tops of the well screens, indicating that the wells are screened properly to yield representative <br /> shallow ground water samples <br /> Ground water flow was inferred to be flowing toward the northeast under a hydraulic gradient of <br /> approximately 0 007 foot/foot (ft/ft), the direction rotated to the north since the last quarter, while <br /> fthe gradient was steeper Figure 3 illustrates the contoured ground water elevations as measured on <br />■ 28 September 2004 Ground water directions and gradients can vary greatly, as they are influenced <br /> by seasonal changes to the static water table <br /> Advanced GeoEnvironmental,Inc <br />
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