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ARCHIVED REPORTS_XR0004940
Environmental Health - Public
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MOSSDALE
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3500 - Local Oversight Program
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PR0545585
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ARCHIVED REPORTS_XR0004940
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Last modified
9/15/2020 11:09:49 PM
Creation date
3/19/2020 2:57:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004940
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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' Site Background Information/SCM Former MBP - Mossdale <br /> . AGE NC Project No 99-0570 <br />' Page 4 of 5 <br />' is characterized by low pore pressure`s <br /> H dro eolo is Unit 1 <br /> y g g (HU1) -At the top of the current saturated zone, HU 1 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 This unit 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 <br /> sand at 80 feet bsg <br />' Hydra eolo is Unit 3 3) -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 <br />' feet bsg to approximately 110 feet bsg This unit has flow unit characteristics <br /> Hydrogeologic units were depleted in cross-sectional view B-B' in the AGE-prepared Cone <br />' Penetrometer Testing Report -DeeembVrIW3 XV6 j z8 z06�1, u+n <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 120 gg/l and 95 gg/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 3 80 µg/1 and 3 80µg/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 CPT2-1 10 at concentrations of 13 µg/1 and 10 gg/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 piping joining the two island northern most 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 Once dissolved in the ground water, the hydrocarbons only appear to have <br /> migrated to well MW-2, while MTBE has migrated laterally to wells MW-2 and MW-3 Lower <br /> concentrations of MTBE have been detected in well MW-1, near the UST area <br /> ala <br /> Recent ground water analysis of well MW-4 has indicated an increasing yet unpredictable trend of <br /> . dissolved MTBE,while MTBE concentrations at well MW-3 have remained steady or declined The <br /> Advanced GeoEnvironmental,Inc <br />
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