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ARCHIVED REPORTS_XR0004944
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545585
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ARCHIVED REPORTS_XR0004944
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Last modified
9/15/2020 11:39:02 PM
Creation date
3/19/2020 3:06:58 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004944
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 /> rAppendix A <br /> • AGE NC Project No 99-0570 <br /> Page 4 of 5 <br />' Vadose Zone -This zone extends from surface grade to approximately 15 feet bsg, the depth to the <br /> water We The vadose zone is predominantly fine-grained material fronL§urface grade to 15 feet <br /> bsg, with a coag ed.sandf p—Lt occurnzng between 20 feet and 25 feet bsg at CPT-2 The zone <br /> is characterized by low pore pressuresg,� <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 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 /> 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 - �>n G <br /> Apr,1 219 ZO c�. 412V J <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 g g/l and 95 dig/i,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 gg/I 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 13 gg/1 and 10 pg/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 pipingjoining 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 /> Advanced GeoEnvironmentai,Inc <br />
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