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ARCHIVED REPORTS_2014
Environmental Health - Public
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ARCHIVED REPORTS_2014
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Last modified
7/18/2020 7:40:13 AM
Creation date
7/3/2020 11:03:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2014.tif
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EHD - Public
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Non-Water Release Corrective Action Plan <br /> North County Recycling Center and Sanitary Landfill <br /> distance of engineering significance to the site, and could theoretically include one or a <br /> combination of the following: ground rupture, slope failure, dynamic settlement, liquefaction, <br /> seiche, or tsunami. In order to determine which, if any, of these seismically-induced <br /> phenomena could be reasonably foreseen to affect the NCRCSL, a site-specific seismic hazard <br /> assessment was conducted for this report to identify faults within a 100-mile radius of the site <br /> to estimate the peak ground acceleration associated with the Maximum Credible Earthquake <br /> (MCE) as required by CalRecycle's BMPs. <br /> The site is in an active seismic area of the California Central Valley near the Sierra Nevada <br /> Foothills. The site is situated between the Sierra Nevada foothill faults and the Bay Area faults <br /> (see Figure 3). <br /> The Stockton Fault is mapped approximately 10 km south of the landfill site (Figure 3). <br /> However, the fault has no evidence of surface rupture and its position has only been <br /> determined from oil well data. Subsurface data indicates that no appreciable movement has <br /> occurred on this fault for greater than 3 million years (County of San Joaquin Public Health and <br /> Safety, 1992). Accordingly, the seismic hazard of this fault will not cause a reasonably <br /> foreseeable impact at this site. <br /> The western edge of the Foothills fault system is located about 30 km east of the NCRCSL site <br /> (Figure 3). The Jennings (2010) state fault map shows these faults as being pre-Quaternary <br /> except for a few small isolated sub-segments (3 to 7 km long)that were thought to be active in <br /> the Pleistocene. Analysis of the Foothills fault system by Lettis Associates (1994) found that <br /> parts of the Foothills faults are active but that they have very low activity rates. The small <br /> segments of the Foothills faulting along the east edge of the Sierran Block have slip-rates of <br /> about 0.001 to 0.03 mm/yr/ resulting in recurrence intervals of 20,000 years for earthquakes <br /> with magnitude greater than 6 (for the individual segments). Abrahamson, (2007), Cao (2003), <br /> and the USGS website do not consider the Foothill Faults to be active. Accordingly, based on <br /> the activity rate of the Foothills faults, these faults will not be considered to contribute to the <br /> MCE ground motions, and therefore, do not constitute a reasonably foreseeable impact at the <br /> NCRCSL. <br /> Based on a deterministic approach, potential seismic events that could be produced by the MCE <br /> events within the region are presented in Table 1. The MCE is defined as the largest anticipated <br /> - magnitude earthquake the fault is capable of _producing based on the known .tectonic <br /> framework. Site-specific seismic parameters included are the distances to the nearest, active <br /> causative faults, MCE magnitudes, and expected peak ground accelerations based on an <br /> attenuation relationships for sites with similar soil conditions. A list of all known active faults <br /> with 100 miles of the site is presented in Appendix A. <br /> The Great Valley 6-7 Fault is considered to have the most significant effect on the site from a <br /> design standpoint (Table 1). From a deterministic approach (which calculates the maximum site <br /> 2013.A135 I N:\San Joaquin\North County\Non-Water Release CAP\Final Report\North County_NWCAP_Report_Final.docx <br /> July 2014,Rev.0 4 <br />
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