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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
Scanner
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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0 <br />The EMP report will be accompanied by tabulated groundwater chemistry data and figures <br />illustrating the locations of the existing and new groundwater monitoring wells, <br />groundwater equipotential contours, and isoconcentration contours. The EMP report will <br />be supported by appendices that contain the monitoring well permits, geologic logs, well <br />construction logs, well development field data, groundwater sampling field data, chain -of - <br />custody documentation, certified laboratory reports, aquifer testing graphical output, and <br />Biochlor modeling output. The final report will be signed by a California Professional <br />Geologist. <br />The report will be submitted first in draft form for County review, then in final form after <br />integration of County comments and edits. If the final draft is acceptable to the County, it <br />will be forwarded to the RWQCB for their review and comment, before it becomes finalized <br />for signature and is stamped. Prior to submittal of any work product to County, GLA will <br />provide comprehensive senior peer review of all deliverable technical documents. <br />14 <br />2011-0115 CHSL EMP Workplan Geo -Logic Associates <br />Revision 1- August 24, 2011 <br />To evaluate groundwater flow conditions, groundwater equipotential surface data will be <br />calculated for all perched, shallow aquifer wells using surveyed top -of -casing elevations and <br />depth to water measurements so that equipotential contours can be developed and <br />groundwater flow directions and gradients can be calculated. Hydraulic conductivity <br />estimations from bail down and recovery tests will be used, along with the hydraulic <br />gradients, to estimate groundwater flow velocities in the perched aquifer. The results will <br />be presented on a groundwater contour map encompassing the existing site and the new <br />monitoring wells. <br />Groundwater flow and chemistry data will be used to construct simple numerical models <br />employing the U.S. EPA's Biochlor and Bioscreen programs to simulate transport of <br />contaminants, and various graphical methods will be used to evaluate the fate of <br />chlorinated aliphatic compounds using site-specific data to assess naturally -occurring <br />reductive dechlorination processes in the perched aquifer. The results of this analysis are <br />expected to support development of an Engineering Feasibility Study for Corrective Action. <br />The EMP report will be prepared to summarize the methods and results of the field and <br />laboratory investigations. It will build on the groundwater monitoring well installation <br />report (Section 3.4), including all of the information contained therein, as well as the <br />following: <br />• Aquifer test field methods, methods of data analysis, and results <br />• Groundwater sampling methods <br />• Soil and liquid waste management <br />• Groundwater elevations, flow directions, gradients and velocities <br />• Groundwater chemistry data evaluation <br />• Assessment of migration pathways and fate of VOC impacts <br />The EMP report will be accompanied by tabulated groundwater chemistry data and figures <br />illustrating the locations of the existing and new groundwater monitoring wells, <br />groundwater equipotential contours, and isoconcentration contours. The EMP report will <br />be supported by appendices that contain the monitoring well permits, geologic logs, well <br />construction logs, well development field data, groundwater sampling field data, chain -of - <br />custody documentation, certified laboratory reports, aquifer testing graphical output, and <br />Biochlor modeling output. The final report will be signed by a California Professional <br />Geologist. <br />The report will be submitted first in draft form for County review, then in final form after <br />integration of County comments and edits. If the final draft is acceptable to the County, it <br />will be forwarded to the RWQCB for their review and comment, before it becomes finalized <br />for signature and is stamped. Prior to submittal of any work product to County, GLA will <br />provide comprehensive senior peer review of all deliverable technical documents. <br />14 <br />2011-0115 CHSL EMP Workplan Geo -Logic Associates <br />Revision 1- August 24, 2011 <br />
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