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ARCHIVED REPORTS_XR0004939
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545585
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ARCHIVED REPORTS_XR0004939
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Last modified
9/15/2020 11:12:51 PM
Creation date
3/19/2020 2:57:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004939
RECORD_ID
PR0545585
PE
3528
FACILITY_ID
FA0000212
FACILITY_NAME
Mossdale Chevron
STREET_NUMBER
444
Direction
W
STREET_NAME
MOSSDALE
STREET_TYPE
RD
City
LATHROP
Zip
95330
CURRENT_STATUS
02
SITE_LOCATION
444 W MOSSDALE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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I <br /> ISite Background Information/SCM Former MBP - Mossdale <br /> AGE NC Project No 99-0570 <br />' Page 4 of 5 <br />' water table The vadose zone is predominantly fine-grained material from surface grade to 15 feet <br /> bsg The zone is characterized by low pore pressures <br />' Hydrogeologic Unit 1 (HU1) -At the top of the current saturated zone, HU1 extends from 15 feet <br /> to approximately 60 feet bsg and is comprised of laterally continuous, alternating layers of poorly <br /> graded sand with silt and silty sand A coarse-grained sand unit occurs between 20 feet and 25 feet , <br />' bsg at CPT-2 This urut has flow unit characteristics <br /> Hydrogeologic Unit 2 (HU2) - HU2 extends from 60 feet to approximately 90 feet bsg and is <br />' comprised predominantly of stiff, fine-grained soil,with silty clay and a thin bed of poorly graded r <br /> sand at 80 feet bsg <br />' Hydrogeologic Unit 3 (HU3)-HU3 extends from 90 feet bsg to total depth, this zone is composed <br /> of interbedded stiff,fine-grained soil,silty poorly graded sand,silty clay,and silty sands from 90 feet <br />' bsg to approximately 110 feet bsg This unit has flow unit characteristics — <br /> Hydrogeologic units were depicted in cross-sectional view B-B' in the AGE-prepared Cone <br />' Penetrometer Testing Report, dated 28 April 2004 <br /> Analytical data from a total of eight grab ground water samples from HU1, HU2, and HU3 are as <br />' follows TPH-g and TPH-d were detected in grab water samples collected from CPT2-89 at <br /> concentrations of 120µg/1 and 95µg/1,respectively These detections are likely due to silt within the <br /> water sample causing a false detection of TPH-d, TPH-g and TPH-d were detected in grab water <br /> samples collected from CPT2-110 at concentrations of 380 µg/1 and 380µg/1, respectively These <br /> detections are likely due to a detection of general biological impact to the site,such as natural ethene <br /> from a septic system or silt within the water sample causing a false detection of TPH-d <br /> The BTEX compounds toluene and ethylbenzene were detected in ground water samples collected <br /> from CPT2-110 at concentrations of 1 3 µg11 and 10 µg/l, respectively However, gas <br />' chromatography mass spectrophotometer analysis did not identify either of these compounds <br />' SITE CONCEPTUAL MODEL <br /> The general release of hydrocarbons and fuel additives emanated from the eastern edge of the <br />' northern dispenser island,and the product pipmg J oining the two island northernmost islands Once <br /> released into the subsurface,the shallow soil near the dispensers and a coarse grained,poorly to well <br /> sorted sand was impacted The soil impacted near the dispenser islands was excavated and backfilled <br /> with clean soil Once dissolved in the ground water,the hydrocarbons only appear to have migrated <br /> to well MW-2,while MTBE has migrated laterally to wells MW-2 and MW-1, near the UST area <br /> _Jftvos7- <br />' Advanced GeoEnvlronmental,Inc <br />
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