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ARCHIVED REPORTS XR0012563
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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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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ang= �a - - <br /> KI WIN 00 <br /> r� <br /> Ms. Diane Lundquist <br /> October S. 1990 <br /> Page 8 <br /> j <br /> Aber the initial pump test, a soil venting vacuum blower was connected to the manifold system that <br /> connects MW-1 through MW-9, initially,MW-7 was opened to the blower for 4 hours, During the 4- <br /> hour venting period,ground water wasum <br /> soil venting 'Rte airflow from MW-7 was measured o be apprc4dmately 20 cubic feet sminute3cfm) <br /> G! <br /> n for <br /> at a vacuum of 75 inches of water, Additionai wells were added to the test until a total of five wells <br /> (MW-Z MW-3,MW-4,MW-5,and MW-7)were fully opened to the soil venting blower. The flow from <br /> the system with five wells opened was 44 cfrn at a vacuum of 61 inches of water. The soil vapor exhaust <br /> was measured using a TLV sniffer and an axplosimeter,both calibrated to hexane, The sniffer showed <br /> that the hydrocarbon concentration in the soil vapor exhaust exceeded the meter's measuring limit of <br /> 10,000 ppm. The explosimeter at times showed b <br /> explosive limit of hexane 11800 ydtocarbon concentration of lo0-r percent of the <br /> MW-2 and MW-7 were the Only wells opened to the�vacutusource.t hydrocarbon �1� .2 d MW-7 are Incentrations were � when <br /> the free-phase petroleum product zone orated in <br /> In order to maintain enough well screen exposure for proper soil ventin <br /> from.MW-7. Under a vacuum of approximately 5 feet of water and a pumping rate of b ter waspumped <br /> the <br /> drawdown stabilized at anFroximately 8.6 feet below static water level in MW-7. ' <br /> During the ground water pumping operation,ground water samples were collected at threee <br /> rentl <br /> intervals from MW-Ts discharge water. Discharge samples were collected during the 9th,23rd,and 34th <br /> hours of the pump test. The samples were analysed for BTEX and TPH concentrations WA Methods <br /> 5030/8015/8020). <br /> To meet sewer discharge requirements,the discharge <br /> samples collected during the 23rd hour were also <br /> analyzed for the following concentrations-- <br /> • <br /> oncentrations• Purgeable aromatics( <br /> EPA Method 602). <br /> • Purgeable halocarbons (EPA Method 601), <br /> • Halogenated volatile organics(EPA Method 8010), <br /> • Total organic carbon. " <br /> • General minerals, i.. <br /> • Chemical oxygen demand, e <br /> • Nitrogen-ammonia. <br /> • Nitrate. � <br /> • Nitrite. <br /> • Orthophosphate. 1 <br /> • Semiquantitative ICP metals scan. <br /> The results of these analyses can be found in the state-certified laboratory reports located in , <br /> Enclosure F. <br /> The source test data and results will be included and discussed further in the final remedial action plan i <br /> prepared for the subject site, The source test data and results will be used to design the soil venting r <br /> system,air emission controls,to predict the ground water pumping rate,and to design the ground water <br /> treatment system. <br /> 'i <br /> Additional htonitorin Wel! Installation <br /> To further define the extent of petroleum constituents is ground water downg adient from the site, [ <br /> ' I <br /> mlonitoring wells MW-10 and MW-11 are proposed at locations illustrated in figure 2 } <br /> `I <br /> 1 <br /> � F <br /> ',s <br />
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