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ARCHIVED REPORTS_XR0012582
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545493
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ARCHIVED REPORTS_XR0012582
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Last modified
3/11/2020 1:53:49 PM
Creation date
3/11/2020 8:45:36 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012582
RECORD_ID
PR0545493
PE
3528
FACILITY_ID
FA0009460
FACILITY_NAME
Stockton Center - EBMUD
STREET_NUMBER
1804
Direction
W
STREET_NAME
MAIN
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14505027
CURRENT_STATUS
02
SITE_LOCATION
1804 W MAIN ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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tours <br /> site based on <br /> Figure 6 presents a map of groundwater elevation This map displaysttl-eepresence of a <br /> water level elevations in each of the seven w In the <br /> low point or trough at the western edge of the site andranraiativ lflat <br /> area <br /> direction <br /> of the site. Based on interpretation of this map, the primary groundwater <br /> is west-southwest from the former tank locations toward the western a agdeeo of the <br /> a Site,i is <br /> a lesser flow component toward the south. The southwesterly <br /> gradient direction as <br /> essentially opposite to the regional northwesterly g map <br /> defined by the San Joaquin County Flood Control and Water Conservation Districtcy ae the <br /> "Lines of Equal Elevation of Water in WP4s, Spring 1990•'� This <br /> orrecharging areas. <br /> result of local artificial gradient influences such aspumping <br /> Another possible gradient influence is daily tidal flux due to the proximity of the Stockton <br /> deep water channel to the north of the site. <br /> 3.0 ANALYTICAL RESULTS <br /> ed in Table 1. The complete analytical report is presented <br /> Analytical results are summariz <br /> in Appendix B. <br /> 3.1 c <br /> the soil <br /> A single soil sample from the capillary sample w s taken from a depth of approe was collected from each ximately <br /> ximately <br /> borings prior tc well construction. Each s p <br /> ten feet below the ground surface. Soil samples were analyzed for BTEX, pound and <br /> total lead. The analytical results indicate the presence 0 e were completed as monitoring ng wells MW-4, <br /> lead in all four of the soil borings (the boring lane were <br /> MW-5, MW-6, MW 7). Of the four BTEX compounds, only toluene and <br /> er million, <br /> detected. Borings 4, 5, 6 and 7 contained 37, 5.3, 1.9 and 1.6 mg/Kg (parts <br /> ppm) of toluene, respectively. Borings hylbenzene wad 7 s notddetected n any of nd 2.4 hje soil <br /> xylene, Kg of <br /> ospectively. Benzene <br /> samples. Xylene Was not detected <br /> contained 16 5�7 W9 6 and 8.0 mglyg of total leadas not detecAed in any of the ` <br /> samples. Borings 4, 5, <br /> respectively. <br /> 3.2 <br /> Groundwater samples were analyzed for BTEX and TPFi-G. Of the seven wells sampled, <br /> entratne <br /> only the sample from MWA exhibited detectable eonc <br /> zen 500 uglL of xylene ans of the analytes. d <br /> sample contained 1600 uglL (parts per billion, ppb) of ben <br /> 16 ugiL of TPH-G. <br /> 3.3 <br /> -- <br /> Sample MW-5, <br /> the blind duplicate of MW-1, slowed 1700 uglL, 610 uglL and 14 uglL of <br /> _ ctabe sam , <br /> benzene, xylerie and TPFi-G,-respectivel which is_an ecce #able_analytical duplication. <br /> Sample MW-9, the equipment uecontam <br /> en decontamination procedures showed nov were hol ough.BTEX- <br /> concentrations — - -- <br /> indicating the eq p <br /> - 10 - <br />
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