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ARCHIVED REPORTS XR0000650
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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BENJAMIN HOLT
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3128
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3500 - Local Oversight Program
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PR0544112
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ARCHIVED REPORTS XR0000650
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Last modified
2/7/2019 5:51:23 PM
Creation date
2/7/2019 3:34:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000650
RECORD_ID
PR0544112
PE
3528
FACILITY_ID
FA0005145
FACILITY_NAME
EXXON COMPANY USA
STREET_NUMBER
3128
Direction
W
STREET_NAME
BENJAMIN HOLT
STREET_TYPE
DR
City
STOCKTON
Zip
95207
APN
09523002
CURRENT_STATUS
02
SITE_LOCATION
3128 W BENJAMIN HOLT DR
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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SB-02. In boring SB-03, water was encountered in a brownish-gray clayey sand of low <br /> plasticity. As <br /> previously mentioned,measured water levels are presented in Table 1. <br /> Figure 6 is a groundwater elevation map based on measured water levels of 25 March <br /> 1991. The Ievels were converted to elevations usingtop-of-casing A casing survey information. <br /> All groundwater elevations on this date were between 12.4 and 12.7 feet below mean sea <br /> level. The map was constructed by triangulation (three-point problem method) which <br /> assumes the water table to be a planar surface. The wells ane situated with sufficient <br /> distances between one another to give a reliable gradient measurement and flow direction <br /> estimation. <br /> The groundwater gradient based on this ma is approximately <br /> A 0.002 (0.3 feet of <br /> groundwater elevation difference over a length of 135 feet). The direction of <br /> groundwater flow at the site is assumed to be perpendicular to the equal elevation contour <br /> lines and in a direction from higher to lower groundwater elevation. The direction of <br /> flow is therefore estimated to be to the northeast with a bearing of N 40'E. <br /> ANALYTICAL RESULTS <br /> Y Soil Analyses <br /> A total of duee (3), soil samples, one from each well, were analyzed for BTEX by <br /> EPA Method 8020 and TPH by EPA Method 418.1. Benzene and toluene were not <br /> detected above analytical detection limits in any of the soil samples. Ethyl benzene was <br /> detected in the ' -2 sample at a concentration of 2 <br /> >cg fti& and total <br /> jxnes vlewere detected at a concentration of c in the same sample. Ethyl <br /> benzene and total xylenes were not detected above analytical detection limits in samples <br /> from SB-01 (MW-1) and SB-03 (MW-3). 7PH was detected at a concentration of 1500 <br /> mg1kg(ppm)in the SB-02 (MSW-2) soil sample,and 12 mg/kg (ppm)in the SB-01 (PrIW- <br /> 1) sample. TPH was not detected above analytical detection limits in the SB-03 (MW-3) <br /> soil sample. Table 2 summarizes these soil analytical results; laboratory data sheets are <br /> provided in Appendix E. <br /> Groundwater Analyses <br /> s. Three (3)groundwater samples,one from each well, were analyzed for BTEX by EPA <br /> Method 602, and three (3) groundwater samples, one from each well, were analyzed for <br /> 4-2 <br /> 175-07.R5 Q4191 <br />
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