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SU0004149
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SU0004149
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Entry Properties
Last modified
10/27/2020 1:00:10 PM
Creation date
9/6/2019 10:44:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0004149
FACILITY_NAME
QX-96-0001
STREET_NUMBER
36869
Direction
S
STREET_NAME
KOSTER
STREET_TYPE
RD
City
TRACY
ENTERED_DATE
5/12/2004 12:00:00 AM
SITE_LOCATION
36869 S KOSTER RD
RECEIVED_DATE
9/22/1996 12:00:00 AM
QC Status
Approved
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FilePath
\MIGRATIONS\K\KOSTER\36869\QX-96-01_EIR 96-3\SU0004149\PUB REC REL APPL.PDF
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EHD - Public
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Range-Sierran Block Boundary Zone (CRSBBZ), has been the subject of recent geologic ' <br /> and seismic research; it is interpreted to represent not only a regional geologic and <br /> geomorphic boundary but a regional fault or suture zone (Wong et al., 1988). <br /> Alluvial and colluvial sediments cover the bedrock at the base of the eastern mountain front <br /> of the Diablo Range and along streams which drain the mountains (Figure 4.2-1). <br /> Sediment deposition and erosional processes have resulted in the development of the ( ' <br /> landforms which dominate the project site and surrounding areas. The most pronounced <br /> geomorphic features are the large alluvial fans deposited at the points at which the <br /> streams, draining the mountains to the east, emerge onto the San Joaquin Valley. The <br /> major alluvial fans include those formed along Corral Hollow, Hospital, and Ingram creeks. <br /> The incision (downcutting) of the creeks into the alluvial fans has resulted in the formation <br /> of terraces along those streams. The alluvial fans and terraces have been formed in the <br /> Quaternary period (two million years ago to present). The sediment'deposits, which <br /> underlie these landforms, are a heterogenous mixture of unconsolidated to weakly <br /> cemented, interbedded gravels, sands, silts, and clays. The sands and gravels of these J <br /> deposits are mined as aggregate resources. <br /> Regional Seismicity <br /> The tectonic setting of western California creates a relatively high potential for the <br /> occurrence of moderate to large earthquakes. Large earthquakes can cause damaging <br /> ground shaking throughout a large area. The'active and potentially active faults potentially <br /> affecting the project site are shown on Figure 4.2-2. The characteristics of these faults are <br /> summarized in Table 4.2-1. O <br /> In general, the regional fault zones, including the San Andreas, Hayward, Calaveras, and <br /> Rodgers Creek fault zones, are typically characterized as strike-slip faults with the major <br /> component of movement being horizontal and right-lateral.2 Moderate to large earthquakes <br /> (M 53 or greater) are considered capable of causing rupture of the ground surface. Major <br /> (M 7 or greater) right-lateral strike-slip earthquakes within the region have historically <br /> occurred on the San Andreas (1838, 1906, 1989) and on the Hayward faults (1836, 1868). <br /> These earthquakes were felt over large areas. Western San Joaquin County has <br /> experienced moderate ground shaking (up to MMI' VII) during large earthquakes <br /> generated on these major fault zones to the west. The combined probability of a major <br /> earthquake (M 7 or greater) occurring on the major strike-slip faults of the San Francisco <br /> Bay region is estimated to be 67 percent (USGS, 1990). This probability represents a <br /> minimum because not all faults capable of generating a large earthquake (including the <br /> Calaveras and San Gregorio-Seal Cove fault zones) were included in the development of <br /> the estimate. <br /> 'Right-lateral motion is a convention defined by the observation of the direction of movement across the fault <br /> D� <br /> when looking across the fault. Within the San Andreas Fault Zone,the observer would recognize that the western <br /> side of a fault has moved northward after right-lateral displacement along the fault. <br /> 3M 5 denotes Richter Magnitude 5. <br /> "MMI denotes Modified Mercalli intensity Scale. <br /> Draft Environmental Impact Report 4-6 ER-96-3 <br />
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