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ARCHIVED REPORTS_XR0002542
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542014
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ARCHIVED REPORTS_XR0002542
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Last modified
1/16/2020 6:05:11 PM
Creation date
1/16/2020 4:39:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002542
RECORD_ID
PR0542014
PE
2960
FACILITY_ID
FA0023306
FACILITY_NAME
LARRYS AUTO REPAIR
STREET_NUMBER
308
Direction
N
STREET_NAME
GRANT
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
308 N GRANT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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I08 July 2004 <br /> • AGE-NC Project No 95-0184 <br /> IPage 3 of 5 <br /> s , <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the surveyed casing elevations (Table 1) Depths to ground water ranged from 35 47 feet to <br /> 36 07 feet below the tops of the well casings The average ground water elevation at the site was <br /> 23 02 feet below mean sea level (MSL), Indicating an average Increase of 147 feet below MSL <br />' between the Fourth Quarter 2003 and First Quarter 2004 monitoring events The ground water levels <br /> were as high as approximately 19 feet above the screened Intervals in wells MW-1 through MW-41� YV <br /> and MW-7 < <br /> 0.l-0 <br /> The ground water appears to flow generally east-northeast across much of the site under and average <br /> hydraulic gradient of approximately 0 0065 foot/foot (Figure 3 and Table 4) Well VW-5 was not <br /> Iused in calculating gradient, however the ground water elevation was calculated to be near the <br /> average ground water elevation (Appendix D) - <br />' <br /> 32 ANALYTICAL RESULTS OF WATER SAMPLES <br /> TPH-g was detected in all of the sampled monitoring wells, with the exception of well MW-7, at <br /> concentrations ranging from 1,100 micrograms per liter (gg/1) in MW-1 to 290,000 µg11 in_V-W-4Ai W`4 <br />' (Figure 3) TPH-d was detected in the sample from MW-4 at a concentration of 44,000 µg/1 A map <br /> of TPH concentrations is provided in Figure 4 <br />' Various BTEX compounds were detected in all,er� d�wa samples analyzed The maximum <br /> concentrations detected were 64,000 µg/l benzenes 6, (fµg/l toluene,_4,500 µg/1 ethylbenzene <br /> _(VAV- , and 22,800 gg/l total xylenes (VW-5B) A map of benzene concentrations is provided in <br />' Figure 5 , <br /> MTBE was detected In samples from wells MW-4, VW-2B, VW-3 and VW-4 at concentrations <br />' ranging from 67 gg/1 (MW-4) to 770 gg/1 (VW-4)` A map of MTBE concentrations is provided in <br /> Figure 6 <br />' The lead scavenger 1,2-dichloroethane (1,2-DCA) was detected in MW-2, MW-4 and VW-213 <br /> through VW-5C at concentrations ranging from 6 2 µg11 (MW-2) to 470 gg/1 (VW-4), <br /> 1,2-dibromoethane (EDB) was detected in MW-4 and VW-213 at a maximum concentration of <br />' 140 gg/l (VW-2B) A map of 1,2-DCA concentrations is provided in Figure 6 <br /> Six additional VOCs were detected at the following maximum concentrations naphthalene at <br />' 490 gg/1 (VW-2B), 1,2,4-tnmethylbenzene at 7,500 gg/i (VW-5B), n-propylbenzene at 630 µg/1 <br /> • <br />' v Advanced GeoEnvironmental,Inc <br />
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