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ARCHIVED REPORTS_2014_1
Environmental Health - Public
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ARCHIVED REPORTS_2014_1
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Last modified
9/14/2020 4:41:59 AM
Creation date
7/3/2020 11:06:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_1
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\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2014_1.tif
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EHD - Public
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Non-Water Release Corrective Action Plan <br /> Corral Hollow Sanitary Landfill <br /> • 1.2 SHELL OIL PIPELINE EASEMENT <br /> In 1967, Shell Oil installed a high pressure oil pipeline within a 20-foot easement adjacent to <br /> Highway 580 that was granted to them by the County. Based on limit of waste investigations <br /> near the pipeline, refuse was discovered beyond the easement and into Caltrans property. As <br /> such, the closure cap was extended over this easement as part of the amended Final Closure <br /> Plan prepared by the County (October 2012). <br /> 2.0 GEOLOGIC AND HYDROGEOLOGIC OVERVIEW <br /> 2.1 SITE GEOLOGY AND HYDROGEOLOGY <br /> The geology and hydrogeology of the CHSL has been summarized from the report prepared by <br /> the County of San Joaquin, Department of Public Works, (SJDPW 2013). <br /> Surface soils at the site are typically sands and gravels to a depth of about 70 feet with Standard <br /> Penetration Test (SPT) blow counts ranging from 30 to 50 blows per foot (dense to very dense) <br /> for the sandy gravels and 20 to 30 blows per foot (medium dense to very stiff) for the sands, <br /> sandy silts, and sandy clays. The upper gravels, sands, and silts, are underlain by low <br /> permeability silts and clays to a depth of approximately 150 feet. Sands and gravels <br /> • predominate to a depth of approximately 430 feet. Highly impermeable sandy clays are <br /> present at 430 feet. <br /> The hydrogeology at the site is complex. A shallow perched aquifer is found beneath the <br /> northeast and east side of the landfill property. This aquifer is not found in the central and <br /> western portion of the landfill. This shallow aquifer is perched on the Corcoran Formation, <br /> which rises from the northeast, apparently intercepting the landfill base. The elevation of this <br /> shallow aquifer is approximately 230 feet (MSL). Depth to this shallow aquifer is approximately <br /> 25 feet (at its shallowest location) and gradually deeper at other portions of the landfill, these <br /> variations being the result of variations in the surface elevations and apparent recharge from <br /> off the property to the northeast. This perched aquifer is unconfined and pinches out in the <br /> proximity of the landfill, with groundwater at its highest elevation near the northeast corner of <br /> the landfill. <br /> The Corcoran Formation and the associated shallow aquifer are not found beneath the <br /> southwest side of the landfill. Attempts to locate and monitor the shallow aquifer south and <br /> east of the landfill footprint in 2003 and 2007 indicated an inconsistent aquifer elevation and <br /> aquifer discontinuity within the landfill property. Groundwater flows in the shallow aquifer to <br /> • the southwest, which is an opposite direction to the flow in the deep aquifer. <br /> 2 Geo-Logic <br /> Assoc I A T E S <br />
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