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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
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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 /> • Wells SB-1, MW-4, MW-5, and MW-8 monitor the shallow aquifer. Well SB-1 is an up gradient <br /> well, whereas wells MW-4 and MW-5 are down gradient. Piezometer (PZ-1), measures the <br /> shallow aquifer elevation. Wells MW-6 (down gradient) and MW-7 (up gradient) monitor the <br /> deep aquifer. <br /> 3.3 SURFACE WATER CONTROLS <br /> As described above, stormwater run-off from the landfill is controlled by a series of mid-slope <br /> benches and perimeter drainage channels that convey flow into two stormwater retention <br /> basins. These permanent stormwater run-off and drainage control facilities were designed to <br /> carry the peak discharge resulting from a 100-year, 24-hour storm event, as required by 27 CCR, <br /> Section 20320 for a Class III waste management unit. <br /> 4.0 REASONABLY FORESEEABLE NON-WATER IMPACTS <br /> The following scenarios of non-water impacts associated with known or reasonably foreseeable <br /> site damage scenarios have been developed in accordance with CalRecycle's BMPs for <br /> Preparing Site-Specific Non-Water Quality Corrective Action Plans (CalRecycle, 2010). <br /> • 4.1 SEISMICALLY-INDUCED IMPACTS <br /> Seismically-induced impacts are those that result from a large earthquake that occurs within a <br /> distance of engineering significance to the site, and could include one or a combination of the <br /> following: ground rupture, slope failure, dynamic settlement, liquefaction, seiche, or tsunami. <br /> In order to determine which, if any, of these seismically-induced phenomena could affect the <br /> CHSL, a site-specific seismic hazard assessment was conducted to identify faults within a 100- <br /> mile radius of the site to estimate the peak ground acceleration associated with the Maximum <br /> Credible Earthquake (MCE) as required by CalRecycle's BMPs. <br /> The site is in an active seismic area known as the California Coastal Ranges located along the <br /> western perimeter of the Central Valley of California. The site is essentially underlain by the <br /> Great Valley 7 Faults (Black Butte and San Joaquin Faults)(see Figure 3). <br /> Based on a deterministic approach, potential seismic events that could be produced by <br /> "Maximum Credible Earthquake" (MCE) events within the region are presented in Table 1. An <br /> MCE is defined as the largest anticipated magnitude earthquake the fault is capable of <br /> producing based on the known tectonic framework. A list of all known active faults with 100 <br /> • miles of the site is presented in Appendix A. <br /> 4 Geo-Logic <br /> ASSOCIATES <br />
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