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CORRESPONDENCE_2011
EnvironmentalHealth
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CORRESPONDENCE_2011
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Last modified
4/27/2021 2:41:31 PM
Creation date
7/3/2020 11:04:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2011
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_2011.tif
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EHD - Public
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C <br />indicate non-detectable VOC concentrations. At these final locations, permanent wells will <br />' be constructed by removing the HydropunchTM sampler, reaming the borehole to ten inches <br />in diameter, advancing the borehole approximately 20 feet into the saturated zone, and <br />completing well construction in accordance with State of California and San Joaquin County <br />' guidelines. Specific drilling, well construction, well development, sampling and analytical <br />procedures are presented in the following sections. <br />While the locations of the County's three EMP borehole monitoring wells described herein <br />are immediately accessible, if additional drilling is required to define the "zero <br />' concentration" line, these well locations would likely be considered on properties not <br />owned by the County or Caltrans. For these replacement wells, access agreements would <br />need to be obtained from the property owners, and the EMP deliverable schedule would <br />' likely need to be revised. The County would notify the RWQCB immediately should it be <br />necessary to revise the project schedule. <br />3.2 MONITORING WELL LOCATIONS AND RATIONALE <br />As required by the Order, a minimum of three new monitoring wells are proposed to be <br />t constructed to evaluate VOC migration in the shallow aquifer outside of the property <br />boundary. As shown on Figure 3, wells MW -9 and MW -10 would be cross -gradient or <br />down -gradient from the landfill, constructed to the west/northwest of existing wells MW -5 <br />' and MW -8. Well MW -11 would be constructed presumably upgradient of existing wells <br />MW -5, MW -8, and SB -1, to the northeast of SR -580. The construction of these three wells <br />will help further define groundwater flow direction and gradient of the shallow aquifer, if <br />' not the extent of the shallow aquifer. <br />It is anticipated that exploratory boreholes will be drilled to depths of approximatelv 80 <br />' feet, with HydropunchTM samplers driven up to 20 feet into the saturated zone. Monitoring <br />wwells-will be drilled to depths of no greater than 100 feet. Site-specific data suggest that <br />the depth to the Corcoran Formation is approximately 50 feet, and groundwater is found <br />' approximately 10 to 20 feet into the Corcoran Formation. Wells will extend 20 feet past the <br />first encountered groundwater or to the bottom of the Corcoran clay unit, whichever it <br />encountered first. <br />' If VOCs are detected in samples from the initial well locations, replacement "step out" well <br />' locations will be considered at locations that are further beyond the locations identified on <br />Figure 3 using the groundwater equipotential data and chemistry results to identify a <br />direction and distance for the replacement well. If the sampling results indicate the need to <br />construct a replacement well, then the County will provide the RWQCB with analytical data, <br />rationale, and a plan showing the proposed location(s) of the replacement well along with a <br />revised schedule for construction, sampling, and reporting. <br />t <br />' 6 <br />2011-0115 CHSL EMP Workplan Geo -Logic Associates <br />Revision 1- August 24, 2011 <br />
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