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ARCHIVED REPORTS_XR0005912
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0534875
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ARCHIVED REPORTS_XR0005912
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Last modified
4/7/2020 2:05:59 PM
Creation date
4/7/2020 1:37:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005912
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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' 22 December 2003 <br /> . AGE-NC Project No 98-0433 <br />' Page 3 of 5 <br />' 3.0. 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 /> 1 <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' Depth to ground water in wells ranged from;P 15 to 27 79 feet feet below well casing tops The ground <br /> water elevations at the site ranged from 30 MW;S feet ( to 31 11 feet (MW-7) above mean sea <br />' level (msl) The data indicates an average decrease of the ground water elevation in most wells of <br /> 2 4 feet since the previous quarterly monitoring event Depth to ground water and calculated elevation <br /> data are presented in Table 1 <br />' Theound water a to mound under the Lube /Truck Wash and flow away to the southeast <br /> �' appears Ba Y <br /> and northwest at a gradient of approximately 0 0005 ft/ft and 0 002 f1/ft, respectively At the <br />' northwest edge of the site, the gradient is determined to be toward the north-northeast with a <br /> hydraulic gradient of 0 004 feet/feet (Figure 3) <br /> 1 <br /> 3 2 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' TPH-g was detected in the ground water samples collected from MW-1, MW-6, MW-8 and MW-9 <br /> at concentrations as high as 3,200 micrograms per liter (�ig/l) in MW-6 TPH-d was detected in the <br />' ground water samples collected from wells MW-1 and MW-6 at concentrations of 26 milligram per <br /> liter(mg/1) and 31 mg/l, respectively r <br />' One or more BTEX compound were detected in samples MW-1 and MW-6 The maximum <br /> concentrations included 18 µg/l of benzene, 3 9 pg/1 of toluene, 8 7 µg/1 of ethylbenzene in MW-6 <br /> and 49 µg/1 of xylenes in MW-1 <br />' MTBE was detected by EPA method 8260 in samples MW-1, MW-8 and MW-9 at concentrations <br /> of 2,000 µg/1, 220 gg/1 and 1,900 µg/l, respectively TAME was detected in samples MW-1,MW-8 <br />' and MW-9 at 53 µg/1, 18 pg/l, and 22 µg/l,respectively Target analytes were not detected at or above <br /> laboratory reporting limits in the water sample collected from the domestic well (DW-1) on-site <br />' Analytical results from ground water samples are summarized in Table 1 The laboratory report <br /> (CalTech ID CT214-0311064),quality assurance and quality control(QA/QC) and chain-of-custody <br /> 1 Advanced GeoEnvironmental,Inc. <br /> 1 <br />
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