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ARCHIVED REPORTS_XR0008116
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0008116
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Last modified
5/5/2020 3:19:08 PM
Creation date
5/5/2020 2:19:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008116
RECORD_ID
PR0545641
PE
3528
FACILITY_ID
FA0002480
FACILITY_NAME
SHOP N GO 3
STREET_NUMBER
4511
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11023011
CURRENT_STATUS
02
SITE_LOCATION
4511 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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i <br /> I08 August 2004 <br /> AGE-NC Project No 95-0128 <br /> IPage 2 of 4 <br /> I2 12 Ground Water Sample Collection <br /> A water sample was collected from each monitoring well using a new disposable bailer after <br />' allowing the wells to achieve a minimum 80%recovery of the pre-purge water volume Immediately <br /> upon retrieval, the samples were transferred into three 40-milliliter (ml) EPA-approved volatile <br /> organic analysis (VOA) vials containing 0 5-ml 18% hydrochloric acrd (sample preservative) and <br /> I one 1-liter amber bottle without preservative The samples collected were logged on a chain of <br /> custody form,placed in a chilled container and transported to Cal Tech Environmental Laboratories <br /> (CTEL) a California Department of Health Services (DHS)-certified laboratory, for analysis The <br /> ground water samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline and as diesel (TPH-g and TPH-d) in <br /> Iaccordance with EPA Method 8015 Modified, <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX) in accordance with EPA 8260B, and <br /> • Fuel additives di-isopropyl ether(DIPE), ethyl tertiary-butyl ether(ETBE), methyl tertiary- <br /> butyl ether(MTBE),tertiary-amyl methyl ether(TAME),tertiary butanol(TBA),methanol, <br /> lie <br /> ethanol, 1,2-dibromo ethane (EDB) and 1,2-dichloroethane (1,2-DCA) in accordance with <br /> EPA Method 8260B <br /> 3.0. FINDINGS <br /> Ground water elevations were determined by subtracting the measured depths to ground water from <br /> the surveyed casing elevations Ground water flow directions were determined by contouring the <br /> water elevations on a scaled site plan Contaminant impact to ground water was assessed by <br /> laboratory analysts <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> I The depth to ground water in July 2004 ranged from 33 83 feet (MW-15) to 36 73 feet (MW-13) <br /> 1 elov" +I_ 11 'rl,o A ro« loY..Y+,,,,, 1..YY1—oil tlom the da" .nge 1 fTom <br />. VVIV YY Llly YYe11 VUJ11150 111V &LVL111L YYl"LVi e1V Y11L1V11 VU1V Ul[1LVG 11 V,11 Lily .]allle 4LLLLN, rW1E,V�l 11 Vlll <br /> 21 86 feet(MW-7)to 23 92 feet(MW-17)below mean sea level(MSL) The depth to ground water <br /> increased approximately 1 2 feet since the last sampling event The ground water table occurred <br /> within the screened interval of the shallow-screened monitoring wells, however, wells MW-1 to <br /> MW-3,MW-11B,MW-12B and MW-18 are deeper-screened wells and are currently drowned The <br /> I depth to ground water and ground water elevation data is summarized in Table 1 The areal ground <br /> water flow direction was inferred to be east to northeast at gradients of between 0 005 ftlft to <br /> 0 406 ft/ft (Figure 3) <br /> Advanced GcoEnvironmental Inc <br /> I <br />
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