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ARCHIVED REPORTS XR0001103
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001103
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Entry Properties
Last modified
3/6/2019 3:57:52 PM
Creation date
3/6/2019 2:03:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001103
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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7 <br /> 23 June 1999 ; <br /> AGE-NC Project No 95-0121 <br /> Page 3 of 5 <br /> samples, fuel oxygenated compounds were detected in four ground water samples <br /> 3 1 y RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water from wells MW-1 through MW-9 were measured at between 13 49 and <br />' 15 45 feet below the tops of the well casings Ground water elevations at the site were calculated to <br /> be between 8 11 feet and 8 49 feet below mean sea level, ground water elevations are depicted in <br /> Figure,3 Ground water elevation at the site increased an average 1 16 feet between the December <br />' 1998 and the March 1999 ground water monitoring events, a long term trend of Increasing ground <br /> water elevations is Indicated by data obtained at the site since February 1991 When monitoring <br /> began,�the general ground water gradient in the area containing wells MWA, MW-2, MW-3 and <br />' MW-6 was,calculated to be approximately 0 003 ft/ft or approximately 16 feet per mile and directed <br /> towards the northeast, ground water gradient in the area containing MW-2, MW4, MW-7 and MW- <br /> 8 was calculated to be approximately 0 001 ft/ft or approximately 5 feet per mile and directed <br />' towards the east-northeast, ground water gradient In the area containing MW-5, MW-6 and MW-9 <br /> was calculated to be approximately 0 002 ft/ft or approximately 11 feet per mile and directed <br /> towards the north-northeast r , <br /> The ground water surface elevation at the site Is approximately 9 feet to 18 feet above the slotted <br />' screen Intervals in wells MW-1 through MW-9 Therefore these wells are "drowned", and do not <br /> yield samples representative of shallow ground water <br /> 32 � ' LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> Utilizing EPA Method 8015M, TPH-g was detected in water samples collected from wells MW-1 <br /> through MW-4 and MW-7 at concentrations ranging between 4,700 micrograms per liter (µg/l) and <br /> 54,OOO,ug/1,TPH-d was detected in water samples collected from wells MW-1 through MW-4,MW- <br />' 7 and MW-8 at concentrations ranging between 170µg/I and 9,900µg/1, respectively However, the <br /> laboratory reported that the chromatograms for the samples did not ' have typical diesel <br />' characteristics <br /> Utilizing EPA Method 8020, various,BTEX compounds were detected in water samples collected <br />' from MW-1 through MW-4 and MW-7 at concentrations ranging as high as 13,000 ,Ug/l (benzene <br /> MW-3) MTBE was rdetected In'water samples collected from MW-5 and MW-6 at concentrations, <br /> as high as 3 2 µg/1 <br /> UtIIIZIng EPA Method 8260, MTBE was detected In water samples collected from wells MWA, <br /> MW-2 and MW-5 at concentrations ranging as high as 130 pg/l No other fuel oxygenated " <br /> Advanced GeoEmironmental,Inc <br />
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