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ARCHIVED REPORTS_XR0006033
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0534875
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ARCHIVED REPORTS_XR0006033
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Last modified
4/7/2020 2:09:08 PM
Creation date
4/7/2020 1:58:05 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006033
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 E FRONTAGE RD
P_LOCATION
05
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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16 August 2004 <br /> . AGE-NC Project No 98-0433 <br /> Page 3 of 5 <br /> I3.0. FINDINGS <br /> Ground water elevations were determined by subtracting the measured depths to water from the <br /> surveyed casing elevations Ground water flow directions were determined by contouring the water <br /> elevations on a scaled site plan(Figure 3) The impact of the unauthorized release on ground water <br /> was quantified by laboratory analysis of the samples collected <br /> 3 1 GROUND WATER GRADIENT AND FLOWN IRECTION <br /> Depth to ground water In wells ranged from 26-36-to 27 76 feet below well casing tops The ground <br /> water elevations at the site ranged from 30 22 feet (MW-6) to 3108 feet (MW-5) above mean sea - <br /> Ilevel (msl) The data indicates an average ground water elevation decrease of 135 feet in the wells <br /> since the February 2004 monitoring event Depth to ground water and calculated elevation data are <br /> presented In Table 1 <br /> In general, the ground water flow direction at the time of the Third Quarter 2004 monitoring event <br /> g �' Q g <br /> was east-southeast, at gradients ranging between 0 004 ft/ft to 0 009 ft/ft east and northeast of the <br />� . former USTs and 0 000 fl/ft west of the former USTs (Figure 3) <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected In the ground water samples collected from MW-1, MW-8 and MW-9 at <br /> concentrations as high as 2,300 micrograms per liter (µg/1) In MW-9 TPH-d was detected in the <br /> ground water samples collected from well MW-1 at a concentration of 7 2 milligram per liter(mg/1) <br /> I Of the BTEX compounds,only benzene was detected in samples MW-1 and MW-6 at concentrations <br /> of 4 1 µg/1 and 18 µg/1, respectively MTBE was detected In samples MW-1, MW-8 and MW-9 at <br /> concentrations of 1,800 µg/1, 390µg/1 and 2,300 µg/1,respectively TAME was detected in samples <br /> MW-1, MW-8 and MW-9 at 47 gg/l, 24 µg/l, and 32 µg/1, respectively _ <br /> No other target analytes were detected at or above laboratory reporting limits in any of the ground <br /> water samples collected from the monitoring wells or on-site domestic well (DW-1) <br /> Analytical results from ground water samples.are summarized In Table 1 The laboratory report <br /> (CTEL Project No CT214-0407163), quality assurance and quality control (QA/QC) and chain of <br /> custody are included In Appendix B The distribution of dissolved hydrocarbons is depicted on <br /> Figure 4 GeoTracker confirmation pages of the submitted laboratory electronic deliverable format <br />' (EDF) files are included In Appendix C <br /> Advanced GeoEnvironmental,Inc <br />
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