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ARCHIVED REPORTS_XR0004072
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0508110
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ARCHIVED REPORTS_XR0004072
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Entry Properties
Last modified
9/16/2020 2:08:18 AM
Creation date
2/13/2020 10:06:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004072
RECORD_ID
PR0508110
PE
2950
FACILITY_ID
FA0006134
FACILITY_NAME
POMBO RANCH
STREET_NUMBER
24100
Direction
S
STREET_NAME
LAMMERS
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
24002002
CURRENT_STATUS
01
SITE_LOCATION
24100 S LAMMERS RD
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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"PomboTroperty <br /> Corrective Action Plan <br />' Page: 3 <br /> alluvial fans and interfan basins from a mixed rock source. Soils of the Capay <br /> Series are typically fine grained and montmorillonitic in nature. <br />' 2.3 Site Lithology and Groundwater Characteristics <br /> Sediments encountered in this investigation are composed of tan silty plastic clays <br />' which grade into a tan very fine grained, well sorted, silty sand at 15'to 20'below <br /> grade (Figure 4. Lithologic Cross-Sections). A thin shallow sandy unit (upper <br /> sand) is present within the upper silty clay. This sandy unit appears to be <br /> confined to semi-confined beneath the overlying silty clay in borings B3/9, B 10, S'% <br /> and B 11. The shallow sandy unit is not present in borings to the east and south of a° <br /> the former underground storage tanks. A coarse sand to pebble gravel was <br />' encountered in the upper 5 feet in boring B 12. The well sorted sand present at the <br /> base of the borings (lower sand) dives to the west with an apparent dip of <br />' approximately 25 degrees. <br /> Groundwater was encountered at depths of 9 to 12 feet below grade in the <br /> Geoprobj borings. All of the Geoprobe"'�' borings were terminated in the coarse <br />' sand unit (lower sand). Boring B-9, installed to determine the vertical extent of <br /> the contamination, passed through the thin shallow, confined to semi-confined, <br />' sandy unit (upper sand) and was terminated in the well-sorted sand present at the <br /> base of the borings (lower sand). <br />'• All three monitoring wells also terminate in the lower sand. The thin shallow, <br /> confined to semi-confined, sandy unit (upper sand) is not recognizable in boring <br /> MW3. Based on depth to water measurements conducted during the July 1999 <br />' monitoring event, ground water flow was north 23 degrees east with a gradient if <br /> 0.0124 feet per feet on July 23, 1999 July 23, 1999 groundwater elevations and <br /> flow direction are shown on figure 3. Site Map with Groundwater Flow. <br />' 3.4 CONTAMINANT CHARACTERISTICS <br />' 3.1 Contaminants of Concern <br /> Contaminants of concern have been identified as; benzene, toluene, ethyl <br />' benzene, xylenes, MTBE and gasoline range petroleum hydrocarbons probably <br /> sourced from the former underground storage tank. Benzene has been identified <br /> as a carcinogen and, toluene, ethyl benzene, xylenes, are suspected carcinogens. <br />' A Department of Health Services action level has been established for MTBE, <br /> which is considered a potential carcinogen. Taste and odor thresholds have been <br /> established for MTBE and gasoline range petroleum hydrocarbons, although <br />' water quality goals have not been formally adopted. <br /> 3.2 Contaminant Distribution <br />' Soil contamination appears to be restricted to the immediate vicinity of the former <br /> pp Y <br /> underground storage tank and the distribution controlled by the thin shallow, <br />
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