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ARCHIVED REPORTS_2013_4
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ARCHIVED REPORTS_2013_4
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:16 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_4
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_4.tif
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EHD - Public
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FORWARD LANDFILL <br /> NON-WATER CORRECTIVE ACTION PLAN <br /> 4.0 REASONABLY FORESEEABLE NON-WATER IMPACTS <br /> This section of the NWCAP describes the potential non-water impacts to the Forward Landfill <br /> that are associated with known or reasonably foreseeable site-damaging scenarios. These <br /> scenarios have been developed in accordance with CalRecycle's BMPs for Preparing Site- <br /> Specific Non-Water Quality Corrective Action Plans. <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, or seiche or tsunami. <br /> In order to determine which, if any, of these seismically-induced phenomena could affect the <br /> Forward Landfill, a site-specific seismic hazard assessment was conducted to identify faults <br /> within a 100-kilometer radius of the site and to estimate the peak ground acceleration associated <br /> with the Maximum Credible Earthquake (MCE). The seismic hazard assessment was completed <br /> in 2008 as part of the geotechnical investigation to support landfill expansion (GLA, 2008), and <br /> concluded that although there are no active faults that cross the site, several faults lie within a <br /> distance of engineering significance to the site. Of these, the Great Valley 7 fault, which is <br /> located within 20 miles of the site, has the potential to produce the largest ground motions at the <br /> site. Using established, conservative ground motion attenuation relationships, a Peak Horizontal <br /> Ground Acceleration(PGA) of 0.15g was calculated for an MCE of magnitude 6.7 along this <br /> fault. The results of the seismic hazard analysis and risk assessment were used to determine the <br /> potential for seismically-induced impacts. <br /> 4.1.1 Impacts from Ground Rupture <br /> Seismically-induced ground rupture occurs when a fault moves during an earthquake. No active <br /> faults have been identified at or trending toward the site. As a result, there is no reasonable <br /> expectation that ground rupture could occur at the site. <br /> 4.1.2 Impacts from Seiches <br /> A seiche is a seismically-induced wave on a restricted water body such as a bay, harbor, lagoon, <br /> or lake. The nearest sizable surface water body is Woodward Reservoir, located approximately <br /> 17 miles east-southeast of the site. The large distance between the landfill and this reservoir <br /> suggests that an impact from a seiche is extremely unlikely, and outside the definition of a <br /> "reasonably foreseeable" impact. <br /> M:\2011-0128\NWFA REPORT.DOC% 9 Geo-Logic Associates <br />
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