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COMPLIANCE INFO_JTD 2/11/26
EnvironmentalHealth
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COMPLIANCE INFO_JTD 2/11/26
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Entry Properties
Last modified
3/25/2026 10:17:41 AM
Creation date
3/24/2026 4:20:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
JTD 2/11/26
RECORD_ID
PR0440058
PE
4433 - LANDFILL DISPOSAL SITE
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
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
17720 E HARNEY LN LODI 95240
Tags
EHD - Public
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Non-Water Release Corrective Action Plan <br />North County Recycling Center and Sanitary Landfill <br />AU24.1294.00 | Non-Water Release Corrective Action Plan Update 4 <br />October 2024 <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 theoretically include one or a <br />combination of the following: ground rupture, slope failure, dynamic settlement, liquefaction, <br />seiche, or tsunami. To determine which, if any, of these seismically-induced phenomena could <br />be reasonably foreseen to affect the NCRCSL, a site-specific seismic hazard assessment was <br />conducted for this report to identify faults within a 100-mile radius of the site to estimate the <br />peak ground acceleration associated with the Maximum Credible Earthquake (MCE) as required <br />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 estimated <br />from oil well data. Subsurface data indicates that no appreciable movement has occurred on <br />this fault for greater than 3 million years (County of San Joaquin Public Health and Safety, <br />1992). Accordingly, the seismic hazard of this fault will not cause a reasonably foreseeable <br />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 significant seismic events that could be produced <br />by the MCE events within the region are presented in Table 1. The MCE is defined as the <br />largest anticipated magnitude earthquake the fault is capable of producing based on the known <br />tectonic framework. Site-specific seismic parameters included are the distances to the nearest, <br />active causative faults, MCE magnitudes, and expected peak ground accelerations based on <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 based on USGS, 2008 and USGS, 2019. <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
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