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ARCHIVED REPORTS_XR0010514
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545704
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ARCHIVED REPORTS_XR0010514
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Entry Properties
Last modified
5/28/2020 11:07:43 AM
Creation date
5/28/2020 10:57:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010514
RECORD_ID
PR0545704
PE
3526
FACILITY_ID
FA0009999
FACILITY_NAME
AT&T California - UEX54/UE9AJ
STREET_NUMBER
242
Direction
N
STREET_NAME
SUTTER
STREET_TYPE
ST
City
Stockton
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
242 N SUTTER ST
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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10 March 2003 <br /> AGE-NC Project No 02-0964 <br /> Page 2 of 4 <br /> I EPA-approved volatile organic analysis (VOA) vials containing 0 5 ml 18%hydrochloric acid as a <br /> sample preservative and one-liter amber bottles lacking preservative Care was taken to ensure that <br /> visible air bubbles were not present in the vials after filling and capping The ground water sample <br /> Icontainers were subsequently labeled with the well designation, date, time, and sampler's initials <br /> I2 3 LABORATORY ANALYSIS OF GROUND WATER SAMPLES <br />' Each ground water sample was logged on a chain--of-custody form,placed in a chilled container and <br /> shipped to Cal Tech Environmental Laboratories(CTEL)a California Department of Health Services <br /> (DHS)-certified analytical laboratory Selected samples were analyzed for <br /> I • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d) in <br /> accordance with EPA Method 8015 Modified and <br /> I • Benzene,toluene,ethylbenzene and xylene(BTEX)and the fuel additives methanol,ethanol, <br /> ethylene dibromide (EDB), 1,2-di chloro ethane (1,2-DCA), tertiary butanol (TBA), di- <br /> isopropyl ether(DIPE),ethyl tent butyl ether(ETBE),tert amyl methyl ether(TAME),methyl <br /> tertiary-butyl ether(MTBE) by EPA Method 8260B <br /> I30. FINDINGS <br />' Ground water elevation, flow direction and gradient were determined from field data collected on <br /> 24 January 2003, the contaminant impact to ground water was assessed from the ground water <br /> laboratory data <br /> I <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> During the January 2003 ground water monitoring event, depths to ground water ranged between <br /> 27 96 and 28 40 feet below the tops of well casings, ground water elevations were calculated to be <br /> between 17 30 feet(MW-1)and 16 27 feet(MW-3)below mean sea level(MSL) The ground water <br /> was inferred to flow east to northeast at a gradient of approximately 0 008 ft/ft (Figure 3) <br /> Ground water table elevation at the site increased an average 1 foot between the October 2002 and <br /> January 2003 ground water monitoring events <br /> • <br /> I <br />
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