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CORRESPONDENCE_2012
Environmental Health - Public
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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PR0440003
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CORRESPONDENCE_2012
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Last modified
4/27/2021 2:42:13 PM
Creation date
4/21/2021 2:55:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2012
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\cfield
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2012.tif
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EHD - Public
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• 0 <br />California and County of San Joaquin Environmental Health Department (EHD) <br />guidelines. Boreholes were abandoned by removing the PVC casing, drilling out the <br />temporary well materials, and backfilling the annular space with a neat cement grout. <br />Abandonment was conducted under the supervision of GLA's field geologist and an EHD <br />inspector. <br />5.0 PRELIMINARY FINDINGS - NATURE AND EXTENT OF RELEASE <br />The following sections describe the preliminary findings concerning groundwater flow <br />and contaminant distribution that were developed using field measurements and <br />analytical results from the temporary monitoring wells and existing on-site monitoring <br />well data. <br />5.1 Groundwater Flow Conditions <br />After installation of the casing and filter pack materials, the depth -to -water was <br />measured with a decontaminated electronic water level sounder. The field geologist <br />observed increasing water levels between October 10 and 13, 2011. As a result, the <br />temporary wells were left to equilibrate for one week before "static" water levels were <br />measured on October 19, 2011. <br />Groundwater monitoring information is summarized on the following table: <br />Well ID <br />First <br />Groundwater (ft) <br />Static <br />Groundwater (ft) <br />Groundwater <br />Elevation (ft amsl) <br />MW -9 <br />88.6 <br />66.4 <br />230.52 <br />MW -10 <br />75 <br />66.7 <br />219.63 <br />MW -11 <br />69.5 <br />67.2 <br />216.07 <br />Groundwater equipotential contours were developed using October 2011 data <br />combined with the third quarter (Summer) 2011 monitoring data from wells SB -1, <br />MW -4, MW -5, and MW -8. As shown on Figure 3, the equipotential data suggest the <br />presence of a groundwater flow divide along the northern edge of the landfill. <br />Groundwater to the south of the divide flows in a southerly direction at a gradient of <br />0.05 foot per foot, which is consistent with the historical interpretation of groundwater <br />movement in the shallow aquifer. To the north of the flow divide, data from the <br />temporary wells suggest that groundwater flows to the northeast with an apparent <br />slight convergence along the centerline of Corral Hollow Road. <br />5.2 Groundwater Sampling and Analytical Results <br />Samples from temporary wells MW -10 and MW -11 were collected on October 13, 2011. <br />As a result of slow movement of groundwater at temporary well MW -9, sampling of this <br />well was conducted on October 19, 2011. Groundwater samples were collected using a <br />EMP Report — Phase 1Ge0-Log0 Page ■ 7 <br />Corral Hollow Sanitary Landfill ASSOCIATES <br />February 1, 2012 <br />
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