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ARCHIVED REPORTS XR0012563
EnvironmentalHealth
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DR MARTIN LUTHER KING JR
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620
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0012563
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Last modified
3/5/2019 1:33:30 AM
Creation date
3/4/2019 2:42:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012563
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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AN <br /> ON <br /> 5RN i , <br /> X <br /> N <br /> N <br /> gamw <br /> x", <br /> zY <br /> s! a. ."`.. 'yQ ,^,.. _".i ;t <br /> moo-, <br /> ANAL R r'ME 1)IATI 0 N PAN <br /> Shell Oil Company <br /> 620 West Charter Way,Stockton,California <br /> W Delta Project No.40m.586 <br /> ]Page 21 <br /> 7114 thermal O)ddi=reduces hydrocaftai enlbsg*()a$to the aimospherC With a destruction efficiency between <br /> 95 and,99 PerIctat.and is most CoSt-effeC i <br /> I ve at hYdrocarbon concentrations above 3X0 ppm.--Since <br /> extractionc6n' 'ntrt'ifonsafapptdjdihiiely,Z000,ppMivblibbgeiv,d-du6j <br /> tests,ai thermal ct„idirer..�+i11• <br /> be used during the ihst phase of site reMeuj4Onj <br /> 7-f"44 ,1 <br /> Soil remediation will be accomplished by soil vapor extraction. Results Of the Soil vapor extraction test <br /> (which can be found in Section 3.5.2 and Appendices E and F of this report)indicate that soil venting is a <br /> feasible soil remediation method. Figure 9 shows the process flow sheet for the soil and ground water <br /> remediation system. <br /> iy <br /> Initially, monitoring wells MW-2, MW-7, and MW-9 will be opened to the inlet side of a positive <br /> displacement blower. Monitoring wells MW-2 and MW-7 were selected as active vapor extra;tion wells <br /> because Of their relative locations within the free product plume. Monitoring well MW-9 was chosen as an <br /> active vapor extraction well because this soil boring contained high TPH concentrations(see Table 1). To <br /> maintaiv,a proper vapor exchange rite in the soil,55 cfm a er well must be achieved. For vapor exchange <br /> rate calculations,see Appendix F. 'rlie%-blower,outlet-will be directed to the following emission control <br /> devicm:duriak the COUMC'OfSystem Operation., a-thermal(hddizer,unto hydrocarbon concentrations Fall- <br /> below 3,000,ppm, thenipossibly to 2'catIllytic-oxidizef. When.hydrocarbon concentrations fall:.belnw <br /> aPProximat0y_150 PPm,soil test Wrings will be drilled to determine remaining concentrations in soil. lf� <br /> closure cannot be obtained at this time,the soil vapor extraction system may be vented through activated <br /> carbon until closure can be obtained <br /> through later confirmation borings.,The,specific thermal oxidize <br /> chosen for the first Phase or remediation will be included in the final authority to construct permit from. <br /> the APCD.AJnfbrnlation regarding all of the units will be provided with the Permits to construct and operate. <br /> Jin the future,additional soil venting is required,monitoring wells MW-3,MW-4 and MW-5 can be opened <br /> for venting since these wells are already manifolded. Figures 11 and 12 show the system layout. Figure 10 <br /> shows the inferred vacuum influence Of monitoring wells MW-2,MW-7,and MW-9. <br /> The.wermai oxidizer and catalytic oxidizer units Will be sldd-mounted and will inchMe a separate blower. <br />
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