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3500 - Local Oversight Program
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PR0540821
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Entry Properties
Last modified
5/18/2020 10:11:34 AM
Creation date
5/18/2020 10:09:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0540821
PE
2960
FACILITY_ID
FA0023401
FACILITY_NAME
FORMER GREER CONSTRUCTION
STREET_NUMBER
15634
STREET_NAME
STEINEGUL
STREET_TYPE
RD
City
ESCALON
Zip
95320
CURRENT_STATUS
01
SITE_LOCATION
15634 STEINEGUL RD
P_LOCATION
06
QC Status
Approved
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LSauers
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EHD - Public
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"VV <br /> ASSOCIATES I NC <br /> develop the groundwater elevation contour map (Figure 6). Assuming horizontal isotropic <br /> conditions, the shallow groundwater flow direction beneath the site on November 20, 2003, <br /> varied, but was generally toward the southeast. The average hydraulic gradient was calculated to <br /> be 0.04 ft/ft or approximately 211 ft/mile. <br /> ' 3.0 PREVIOUS ENVIRONMENTAL WORK <br /> In March 1997, VHF, Inc., supervised the advancement of one soil boring to 80 feet bgs. Soil <br /> and groundwater samples collected from the soil boring contained detectable concentrations of <br /> TPHg and BTEX. A water sample was also collected from the on-site drinking water and it <br /> ' contained no detectable concentrations of petroleum hydrocarbons. <br /> In December 1998, BSK advanced five borings at the site and completed four of the borings as <br /> ' groundwater monitoring wells MW 1 through MW4. Soil samples collected from borings B2 and <br /> MW2 contained detectable concentrations of TPHg and BTEX. Soil samples collected from soil <br /> boring B2 contained detectable concentrations of methyl tertiary butyl ether(MTBE). <br /> In June and July 2000, WHF supervised the advancement of ten soil borings at the site and <br /> completed five of the borings as groundwater monitoring wells MW5, MW6, MW8, MW9, and <br /> ' MW10, and three of the borings as vapor extraction wells VEI, VE2, and VE3. Groundwater <br /> monitoring well MW7 was replaced by vapor extraction well VE3. Soil samples collected from <br /> borings B101, B103, B104, VE3, and VEI contained detectable concentrations of TPHg and <br /> ' BTEX. <br /> 4.0 SUMMARY OF SOIL AND GROUNDWATER CONDITIONS <br /> 4.1 Extent of Hydrocarbon-Impacted Vadose Zone Soil <br /> TPHg concentrations in soil samples collected from the site vary with depth. The lateral extent of <br /> TPHg in soil samples collected from 40 feet bgs to 60 feet bgs is delineated to the east, south, and <br /> west by borings B103, MWI, and MW2, respectively. The lateral extent of TPHg in soil samples <br /> collected from 60 feet bgs to 75 feet bgs is delineated by boring B101 to the northeast,boring B103 <br /> to the east, boring MW 1 to the southeast,boring MW8 to the south,borings MW4 and MW2 to the <br /> ' <br /> We <br /> and boring VE3 to the northwest. The highest concentration of TPHg was detected in the soil <br /> sample collected from MW6 at 70 feet bgs. TPHg was detected in soil samples at concentrations <br /> ranging from nondetectable to 1,800 milligrams per kilogram (mg/kg). The lateral extent of TPHg <br /> ' in vadose zone soil is shown on Figures 7 and 8. <br /> Benzene concentrations in soil samples collected from the site vary with depth. The lateral extent of <br /> ' benzene in soil samples collected from 40 feet bgs to 60 feet bgs is delineated to the east, south, <br /> west,-and northwest by borings B103, MWI, MW2, and VE3, respectively. The lateral extent of <br /> benzene in soil samples collected from 60 feet bgs to 75 feet bgs is delineated to the south, west, <br /> and northwest by borings MWI, MW41 and VE3, respectively. Low concentrations of benzene <br /> were detected in soil samples collected from B101 and B103 located northeast and east of the <br /> s:\environmental\25291\reports\irp.doe 3 <br />
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