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ARCHIVED REPORTS_XR0011660
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545046
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ARCHIVED REPORTS_XR0011660
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Last modified
12/10/2019 6:10:33 PM
Creation date
12/10/2019 4:43:59 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011660
RECORD_ID
PR0545046
PE
3528
FACILITY_ID
FA0003700
FACILITY_NAME
CITY OF STOCKTON FIRE STATION #3
STREET_NUMBER
1116
Direction
E
STREET_NAME
FIRST
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16903006
CURRENT_STATUS
02
SITE_LOCATION
1116 E FIRST ST
P_LOCATION
01
QC Status
Approved
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SJGOV\wng
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EHD - Public
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V <br /> L <br /> ATC <br /> A S S O C I A T E S I N C <br /> WW bgs consisted of silt, silty sand, sandy silt, and well graded sand. Soil from depths between 16.5 <br /> to 20 feet bgs and approximately 25.5 feet bgs consisted of lean clay with a layer of poorly <br /> graded sand encountered in boring MW3. Soil from depths between 25.5 feet bgs 26.5 to 31 feet <br /> bgs consisted of poor to well graded sand. Soil from depths between 26.5 to 31 feet bgs and 46.5 <br /> to 50 feet bgs consisted of lean clay and fat clay intermixed with elastic silt and silty sand. Soil <br /> from depths between 46.5 to 50 feet bgs and 51.5 feet bgs, the maximum depth explored, <br /> consisted of lean clay with sand and silty sand. <br /> 3.2 Hydrogeology <br /> Water level measurements were collected from wells MW1 through MW3, on March 17, 1999. <br /> Water levels ranged from 33.96 to 34.50 feet below the tops of the well casing elevations. The <br /> water level data were used to develop the groundwater elevation contour map (Figure 3). <br /> Assuming that horizontal isotropic conditions prevail, groundwater in the uppermost aquifer <br /> beneath the site flowed towards the west-northwest. The average hydraulic gradient on March 17, <br /> 1999 was calculated to be 0.002 ft/ft or approximate 12 ft/mile. A summary of groundwater <br /> monitoring data is presented in Table 2. <br /> 4.0 ANALYTICAL RESULTS <br /> 4.1 Soil Analytical Results <br /> The soil sample collected from 35.5 feet bgs in boring MW2 contained nondetectable to very low <br /> concentrations of TPHg and BTEX constituents. The soil sample collected from 50.5 feet bgs in <br /> boring MW2 contained no detectable concentrations of TPHg or BTEX constituents. Soil <br /> samples collected from boring MW3 at 35.5 and 50.5 feet bgs contained no detectable <br /> V <br /> concentrations of TPHg or BTEX constituents. Oxygenate fuel additives were not detected in <br /> any samples from borings MW2 or MW3. Analytical results of soil samples are summarized in <br /> Table 1. <br /> 4.2 Groundwater Analytical Results <br /> V <br /> The groundwater sample collected from well MW1 contained detectable concentrations of TPHg <br /> and BTEX constituents. The groundwater sample contained TPHg and benzene at <br /> concentrations of 134 micrograms per liter (ppb) and 37.5 ppb, respectively. The groundwater <br /> sample collected from well MW 1 contained methyl tertiary butyl ether (MTBE) at a <br /> concentration of 25.1 ppb. No other oxygenate fuel additives were detected in the groundwater <br /> sample collected from well MW1. <br /> The groundwater sample collected from well MW2 contained toluene at a concentration of 0.655 <br /> ` ppb. No other BTEX constituents or TPHg were detected in the groundwater sample collected <br /> from well MW2. The groundwater sample collected from well MW3 contained no detectable <br /> concentrations of TPHg or BTEX constituents. The groundwater samples collected from wells <br /> wA 163 93\reports\sumLdoc 4 <br /> v <br />
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