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ARCHIVED REPORTS_XR0004999
EnvironmentalHealth
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MONTE DIABLO
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3500 - Local Oversight Program
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PR0545577
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ARCHIVED REPORTS_XR0004999
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Last modified
9/16/2020 12:30:05 AM
Creation date
3/19/2020 1:53:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004999
RECORD_ID
PR0545577
PE
3528
FACILITY_ID
FA0003836
FACILITY_NAME
LOCAL FOOD MARKET
STREET_NUMBER
2650
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
13311131
CURRENT_STATUS
02
SITE_LOCATION
2650 MONTE DIABLO AVE
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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08 July 2002 <br /> AGE-NC Project No 98-0521 <br /> Page 2 of 4 <br /> collected from each well using a new disposable plastic bailer and were transferred into three 40-m1 <br /> ' volatile organic analysis (VOA) vials containing 0 5 ml hydrochloric acid (18%) as a sample <br /> preservative The samples were then labeled and placed in a chilled container for transportation <br /> under chain-of-custody to Cal Tech Environmental Laboratories(CTEL), a California Department <br /> of Health Services-certified laboratory Ground water samples were analyzed for the following <br /> ' Total petroleum hydrocarbons quantified as gasoline (TPH-g ) in accordance with EPA <br /> Method 8015 Modified, <br /> ' • Benzene, toluene, ethyl benzene and total xylene (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA method 8 02 1, <br /> • The oxygenated compounds di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br /> MTBE,tertiary-amyl methyl ether(TAME),tertiary butanol(TBA),methanol,ethanol, 1,2- <br /> dibromoethane(EDB) and 1,2-dichloroethane(1,2-DCA) in accordance with EPA Method <br /> 8260B <br /> 1 <br /> ! 3.0. FINDINGS <br /> 1 <br /> The ground water flow directlonland gradient were inferred from the field data Dissolved petroleum <br /> ' hydrocarbon impact to ground water was quantified by laboratory analysis of the samples collected <br /> i <br /> 1 <br /> ' 3 1 GROUND WATER ELEVATION, FLOW DIRECTION AND GRADIENT <br /> On 31 May 2002, the depth to ground water at the site ranged from 7 72 to 8 01 feet below the tops <br /> ' of'the well casings The ground water elevations at the site ranged from 7 34 feet (MW-3) to <br /> 7 68 feet(MW-2)below mean sea level(MSL) The ground water flow was directed toward the east- <br /> northeast with a hydraulic gradient calculated to be 0 013 foot/foot'Depth to water and ground water <br /> elevation are suinrrlanzed In Table 1 FigurO illustrates the cont6ured ground water elevations <br /> , A <br /> m <br /> E , <br /> 1 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> 11 , <br /> The results of the May 2002 monitoring event are as follows <br /> �1 <br /> 1 <br /> 1 <br /> Advanced GeoEnvironmenl21,Ine <br /> 1 <br /> t <br />
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