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ARCHIVED REPORTS XR0007822
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0505525
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ARCHIVED REPORTS XR0007822
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Last modified
7/15/2019 5:29:10 PM
Creation date
7/15/2019 4:36:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007822
RECORD_ID
PR0505525
PE
2953
FACILITY_ID
FA0002387
FACILITY_NAME
KEYSTONE AUTOMOTIVE INDUSTRIES INC
STREET_NUMBER
632
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14907033
CURRENT_STATUS
02
SITE_LOCATION
632 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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- <br /> r � <br /> , I <br />' 01 November 2005 <br /> . AGE-NC Project No 95-0142 <br />' Page 6 of 8 <br />' r 970 µg/1 toluene,450 µg11 ethylbenzene and 1,900 µg11 xylenes MTBE was not reported for <br /> in the influent samples <br /> r , <br />' Analytical results of pump-and-treat water samples are summarized in Table 4 The laboratory <br /> reports (MAI Work Orders 0504315, 0505425, 0506301, 0507233, 0508395, 0509298) QA/QC <br /> reports and chain of custody forms are included in Appendix C <br /> 1 <br />' 3 2 2 Laboratory Analysis of Effluent Ground Water Samples - <br /> TPH-g/-d, BTEX compounds and MTBE were not detected in the effluent ground water treatment <br />' samples analyzed Analytical results of pump-and-treat water samples are summarized in Table 4, <br /> laboratory reports are provided in Appendix C <br />' 3 3 GROUND WATER MASS-VOLUME REMOVAL CALCULATIONS <br />' • During the second and third quarters of 2005, an estimated 43 lbs of TPH-g and 4 91bs of benzene <br /> were extracted from the ground water The second and third quarters 2005 volume to mass to weight <br /> calculations from the ground water pump-and-treat system are presented in Appendix D The results <br />' of the laboratory analyses are summarized in Table 4 <br /> r <br />' 3 4 GROUND WATER GRADIENT AND DIRECTION <br /> During the June ground water monitoring, depth to ground water at the site ranged between <br />' 27 36 feet and 28 62 feet below the tops of the monitoring well casings The ground water elevation <br /> in the wells ranged from 14 78 feet (MW-1) to 15 99 feet (MW-3) below mean sea level (MSL) <br /> During the September monitoring the depth to ground water at the site ranged between 28 26 feet <br /> and 29-22 feet below the tops of the monitoring well casings The groundwater elevation in the wells <br />' ranged from 15 71 feet (MW-1) to 16 90 feet (MW-3) below mean sea level (MSL), the average <br /> ground water elevation decreased 0 8 feet in wells MW-1 through MW-8 between the June and <br /> September monitoring events <br />' At the time,of the second quarter 2005 (June) ground water monitoring event the potentiometric <br /> surface appears generally southeasterly at a hydraulic gradient of 0 005 ft/ft At the time of the third <br /> quarter 2005 (September) ground water monitoring event the potentiometric surface appears <br /> generally easterly at a hydraulic gradient of 0 002 ft/ft The elevation of the ground water table at the <br /> site is illustrated on Figure 3 The elevation and ground water depth data are summarized in Table 5 <br /> Advanced GeoEnvironmental,Inc <br /> � r <br />
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