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ARCHIVED REPORTS XR0001095
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0001095
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Entry Properties
Last modified
3/6/2019 4:55:09 PM
Creation date
3/6/2019 2:00:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001095
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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r <br /> E <br /> I r <br /> I <br /> 12 January 2004 ` <br /> AGE-NC Project No 95-0121 <br /> 1 Page 3 of 6 r <br /> SL 1 n <br /> I I <br /> the purged wells utilizing the dedicated,disposable bailers and transferred into 1-liter amber bottles <br />' without sample preservative and 40-m1 EPA-approved volatile organic analysis (VOA) vials <br /> it <br /> containing 0 5 ml 18% hydrochloric acid as a sample preservative Care was taken to ensure that _ 'W <br />' visible air bubbles were not present in the vials after filling and capping Ground water sample _ , n <br /> containers were labeled with the well designation, date, time, and sampler's initials <br /> 2'4 LABORATORY ANALYSIS OF GROUND WATER SAMPLES L <br />' Following collection and labeling,each ground water sample was logged on a chain-of-custody form, <br /> placed in a chilled container and transported to Cal Tech Environmental Laboratories , a California <br /> Department of Health Services (DHS)-certified laboratory, for analysis for , <br />' • Total petroleum hydrocarbonsquantified as gasoline and diesel (TPH-g and TPH-d <br /> respectively) by EPA Methods 8015M, <br /> • <br /> Benzene, toluene, ethyl benzene and xylene (BTEX), methyl tent butyl ether (MTBE), di- <br /> isopropyl ether (DIPE), ethyl tert butyl ether (ETBE), tert amyl methyl ether (TAME), <br />' tertiary butanol (TBA), ethylene dibromide (EDB) and 1,2-dzchloroethane (1,2-DCA) by <br /> EPA Method 8260B } <br /> 1 <br /> 3.0. ' FINDINGS <br /> I „ <br /> Ground water elevation,flow direction and gradient were determined from field data collected on 25 <br /> September 2003 The contaminant impact to ground water was quantified by the ground water , <br />' laboratory data collected on 25 and 26 September 2003 <br /> 1 <br />' 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> The depths to ground water in wells MW-1 through MW-9 and VW-I through VW-8 were measured <br />' at between 17 80 and 19 67 feet below the tops of well casings The ground water elevations were <br /> calculated to be between 11 40 feet (VW-7) and 12 73 feet (MW-8) below mean sea level The <br /> ground water elevation data obtained during this monitoring event from the ground water monitoring <br />'F wells are depicted in Figure 3 The inferred ground water flow direction, from within the lower sand <br /> level (confined)of the aquifer, for the area bound by wells MW-1 through MW-9 was inferred to be i <br /> towards the northeast at an approximate gradient of 0 001 ft/ft or less, or approximately 5 feet per <br /> mile (Figure 3) , <br /> I� <br /> Advanced GcoEnvironmental,Inc <br /> I <br /> I <br /> r i <br /> i J <br />
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