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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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Ii <br /> r 4.2 GEOLOGY, SOILS, AND SEISMICITY j <br /> i <br /> INTRODUCTION <br /> The geologic, soils, and seismic conditions at the project site present important controls <br /> on the feasibility of the proposed mining and reclamation plans. The geologic setting of <br /> the area provides the opportunity for sand and gravel deposition and, therefore, aggregate <br /> mining. The transport and deposition of high-quality aggregate along Hospital Creek result I� <br /> from a complex fluvial system that is.influenced by active tectonics and geologic structure. I� <br /> The same system is responsible for the deposition of fine-grained overbank deposits on y <br /> which valuable agricultural soils are developed. <br /> Extraction of aggregate from, and reclamation of, the deep mining pits proposed by the <br /> j project would result in permanent modification of the topography of the project site. <br /> Disruption and replacement of surface soil throughout most of the project site would occur. <br /> This section of the EIR describes the existing geologic, soils, and seismic conditions of the ! <br /> project site. The impact analysis was conducted based on review of published geologic <br /> reports and maps for the region, site reconnaissance, site-specific, reports prepared by <br /> consultants, and geologic data provided by the proponent (Kleinfelder, 1997). The <br /> geologic data were critically reviewed by the EIR preparers and were! found to be generally !' <br /> consistent with appropriate geotechnical methods and standards. <br /> rL li <br /> SETTING " <br /> Regional Geology <br /> . i <br /> li <br /> The project site is located on the western margin of the San Joaquin Valley, the central <br /> portion of the Great Valley Geomorphic Province of California. The Valley is a large <br /> structural trough formed between the Coast Ranges to the west and the Sierra Nevada to <br /> the east. The Valley is filled with a thick sequence of sedimentaryrocks and sediments <br /> that range from Upper Jurassic age (150 million years old) marine rocks through modern <br /> alluvial deposits.. This sequence of sedimentary rocks was apparently deposited on <br /> igneous and metamorphic basement' rocks of the Sierran structural block. <br /> The Valley is bounded to the west in the area of the project site by the low mountains of <br /> the Diablo Range. These mountains were formed by uplift and eastward tilting of <br /> Cretaceous Great Valley Group and younger Tertiary sedimentary rocks that overlie <br /> Franciscan basement bedrock. The western margin of the Valley represents a major I! <br /> geologic boundary between the Coast Range structural block to the west and the Sierran <br /> structural block to the east. This regional boundary, typically referred to as the Coast <br /> 4 '"Basement"rock is a general geologic term for the deepest known bedrock. 4 <br /> Draft Environmental Impact Report 4-5 ER-96-3 ' <br /> �I <br />
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