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ARCHIVED REPORTS_XR0012618
Environmental Health - Public
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EHD Program Facility Records by Street Name
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PERSHING
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5608
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3500 - Local Oversight Program
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PR0545653
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ARCHIVED REPORTS_XR0012618
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Last modified
5/6/2020 4:48:28 PM
Creation date
5/6/2020 4:00:14 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012618
RECORD_ID
PR0545653
PE
3528
FACILITY_ID
FA0003727
FACILITY_NAME
CHEVRON STATION #96465 ‎(INACT)‎
STREET_NUMBER
5608
Direction
N
STREET_NAME
PERSHING
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
10815011
CURRENT_STATUS
02
SITE_LOCATION
5608 N PERSHING AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Chevron U.S.A. - Page 10 <br /> I <br /> gradient assessment. <br /> Soil and ground water samples would be maintained and transported under <br /> f chain of custody protocol to a State-approved laboratory for chemical analysis. <br /> Soil samples would be analyzed to detect the presence and concentration of <br /> benzene, toluene, xylenes, ethylbenzene and total <br /> petroleum hydrocarbons. Ground <br /> `'' water samples would be analyzed to detect the presence and concentration of <br /> l <br /> benzene, toluene, xylenes, TPH, and selected samples for total lead. <br /> f <br /> It is possible to interpret in-situ hydraulic conductivity values by means <br /> of tests carried out in a single well. The test is initiated by causing an <br /> fa N instantaneous change in the water level in the well by a alidden introduction of a <br /> aknQFn_vo.1uma_nf water. This method used to test the characteristic is referred to <br /> as a slug test, The method of interpreting the water level versus time data which <br /> obtained by the slug test will be taken from Hvorslev (1951) . <br /> ah" it Eaz-25e- ",,E ;Q <br /> ;: r•+ The existing monitoring wells installed by others at the subject property <br /> were intended primarily as monitoring devices, and the aquifer penetration of the <br /> wells was limited to obtain data describing water level depths and water quality <br /> sampling. Therefore, testing parameters have been established based upon those <br /> conditions which assume the bottom of the well intake would be representative of <br /> the base of the aquifer (a partially penetrating yell) . this assumption was made <br /> in the event that pumping from one of the partially penetrating wells may occur <br /> at the subject property as a part of the remedial effort. <br /> DANA s& MOORL <br />
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