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ARCHIVED REPORTS_XR0010479
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3500 - Local Oversight Program
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PR0540821
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ARCHIVED REPORTS_XR0010479
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Last modified
5/18/2020 10:39:01 AM
Creation date
5/18/2020 10:26:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010479
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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MW-3, the sand layer was encountered between approximately 38 feet and 48 feet bgs In boring <br /> MW-4, it was present from about 41-48 feet bgs <br /> A relatively fock(greater than 30 feet) layer of silt and sandy silt is present from approximately <br /> 1 60 feet bgs to at least 90 feet bgs in the vicinity of MW-2, MW-3, and MW-4 A similar, but <br /> sandier unit is present in the vicinity of MW-1 and boring B-2 from about 45 feet to 80 feet bgs <br /> In Bonng B-2, this silt unit graded into silty sand at 75 feet bgs In MW-1, the silt graded into <br />' silty sand at about 85 feet bgs <br /> Field evidence (OVM and olfactory) of petroleum hydrocarbon-impacted soil was noted in <br /> MW-1, MW-2, and B-2 in soil samples from the sand layer between about 35 feet and 45 feet <br /> bgs, then again from about 60 feet bgs to groundwater Soil samples from near groundwater in <br /> MW-4 also registered low OVM readings <br /> Analytical results for soil samples showed detectable concentrations of petroleum hydrocarbons <br /> in samples from borings B-2 and MW-2 Analytical results for the soil samples are summarized <br /> in Table 1 <br /> 4.2 Groundwater <br /> Groundwater was encountered at 79-88 feet bgs and stabilized at approximately 70 feet bgs <br /> within about three hours after drilling The groundwater elevation in monitoring well MW-1 was <br /> about 2-2 5 feet lower than groundwater elevations in MW-2,MW-3, and MW-4 Groundwater <br /> elevation data for the Site indicates that groundwater flow in the vicinity of the monitoring wells <br /> is to the east-southeast with a steepening gradient Groundwater elevation data is presented in <br /> Table 3 A Potentiometnc Surface Map for February 1999 is presented as Figure 3 <br /> Laboratory analyses showed consistently detectable concentrations of petroleum hydrocarbons in <br /> groundwater samples from monitoring wells MW-1, MW-2, and MW-4 Petroleum <br /> hydrocarbons were also detected in the Hydropunch® groundwater sample obtained from Boring <br /> B-2 Benzene was detected in the uutial groundwater sample from monitoring well MW-3, but <br /> none of the analytes were detected in the second groundwater sample obtained from that well <br /> 4.3 Domestic Well <br /> A Department of Water Resources Water Well Drillers Report indicates the following <br /> construction details for the domestic well at the Site <br /> Date of Construction 8121/81 <br /> Total Depth 215 feet <br /> Screened Interval 195-215 feet <br /> Gravel Pack 50-215 Feet <br /> Petroleum hydrocarbons were not detected in water samples obtained from the domestic well on <br /> 3/7/97, 1/8/99, and 2/5/99 <br /> Interim Report-07400178-May 1999 5 <br />
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