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2900 - Site Mitigation Program
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PR0528359
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Last modified
5/8/2020 3:20:07 PM
Creation date
5/8/2020 2:48:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0528359
PE
2950
FACILITY_ID
FA0019146
FACILITY_NAME
SHELL OIL PRODUCTS US
STREET_NUMBER
3725
Direction
N
STREET_NAME
TRACY
STREET_TYPE
BLVD
City
TRACY
Zip
95304
APN
21217030
CURRENT_STATUS
02
SITE_LOCATION
3725 N TRACY BLVD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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CONESTOGA-ROVERS <br /> &ASSOCIATES <br /> isoconcentration lines showing the estimated 'areas enclosed"by these '.lines are shown on <br /> Figure 6. MTBE chemical data in groundwater and isoconcentration.lines showing the estimated " <br /> areas enclosed by these lines are presented .-on r Figure 7. The areas enclosed by each <br /> k isoconcentration"line are also listed in the tables in Attachment D. <br /> The impacted,soil or groundwater volume for each-interval was estimated by multiplying.the <br /> areas enclosed by the isoconcentration lines (the :impacted surface area) by,the impacted <br /> thickness of the soil or groundwater.. A porosity of 30% was.used for calculating actual.volume <br /> T of impacted groundwater. <br /> The remaining mass calculations are_based on available. site data, and an assumedstatic <br /> environment versus the true dynamic:environment. The error (±20%) associated with these - <br />' estimates should be considered with any decision-making. - - <br /> Assumptions and Formulas <br /> ■ A depth interval�4of 6.5 to 21.5 fbg(the screened interval for monitoring,well MW-1 A)was <br /> P _ <br /> thickness of the impacted 'water-bearing zone:due to water level . <br /> assumed for the p g . <br /> E variability. The impacted water-bearing zone is therefore approximately.l5 feet thick. <br /> ■ For each center;contour interval, we assumed that the applicable chemical concentration _ <br /> c was the median.of the-highest detected'.value and the contour interval. -For all other <br /> contours, the,average concentration was -assui`ned,to be one-half of the value of the <br /> - higher contoui,interval. <br /> - ■ Soil contaminant mass.in kilograms (Kg) = soil volumeincubic feet (cu-ft) x bulk density <br /> (89.9 lbs/cu-ft)x.1 Kg/2.2046 lbs x average concentration(mg Cg)x-10-6 Kg/mg. <br /> ■ Groundwater contaminant mass in. kilograms += groundwater -volume (cu-ft) x 30% <br /> estimated-pore volume x '28.32 liters (L)/cu-fl x average concentration (pg/L) x <br /> 10-9 kg/pg._ <br /> Contaminant Mass in Soil <br /> TPHd Mass in SoU. The average concentrations of TPHd in oil enclosed within the 1-mg/Kg, <br /> .. <br /> 10-nig/Kg, and 100 mg/Kg isoconcentration lines were conservatively estimated.as 5 mg/Kg, <br /> 50 mg/Kg, and 500 mg/Kg, respectively. The average concentrations of TPHd in soil enclosed <br /> 4 <br /> within the-1,000-mg/Kg isoconcentration line was conservatively estimated as 2,000 mg/Kg. Thee <br /> f <br /> -0813 9 <br /> Worldwide Engineering,-Environmental,Construction,and-IT"Services <br />
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