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SU0007882
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SU0007882
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Last modified
3/14/2023 4:26:04 PM
Creation date
9/9/2019 9:09:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007882
PE
2627
FACILITY_NAME
PA-0900184
STREET_NUMBER
1000
Direction
E
STREET_NAME
ROTH
STREET_TYPE
RD
City
FRENCH CAMP
APN
19802004 07
ENTERED_DATE
8/25/2009 12:00:00 AM
SITE_LOCATION
1000 E ROTH RD
RECEIVED_DATE
8/24/2009 12:00:00 AM
P_LOCATION
99
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\R\ROTH\1000\PA-0900184\SU0007882\APPL.PDF \MIGRATIONS\R\ROTH\1000\PA-0900184\SU0007882\CDD OK.PDF \MIGRATIONS\R\ROTH\1000\PA-0900184\SU0007882\EH COND.PDF \MIGRATIONS\R\ROTH\1000\PA-0900184\SU0007882\EH PERM.PDF
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EHD - Public
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1.Approach and Scope of Work <br /> Geology, Soils and Seismicity <br /> Issues <br /> The project site is located along a flat segment of alluvial valley sediments, <br /> located approximately 25 feet above sea level(msl).Most of the active faults <br /> located in the vicinity of the project site are located along the eastern flank of <br /> the San Francisco Bay Area,with some additional faulting in the Sierra <br /> Nevada Mountains,to the east of the Project.The Great Valley Fault runs <br /> somewhat closer to the Project area,and could result in seismicity as near as <br /> approximately 25 miles from the project site.Potential geologic hazards on site <br /> include ground shaking and liquefaction,while landslides and slope failures <br /> would be less likely to occur due to flat topography. Soils on site are generally <br /> sandy to loamy,and could be subject to erosion during construction. <br /> Tasks <br /> • ESA's geologic resources analysts will review available information <br /> regarding the location of faults and historic earthquake events in the <br /> vicinity of the Project area,including historic and pre-historic fault <br /> activity along Bay Area faults, Sierra Nevada faults,and the Great <br /> Valley Fault complex. <br /> • Assess potential for seismic hazards to occur on site based on <br /> information d re <br /> ac uifrom previous bullet; ensure minimization of <br /> q <br /> potential impacts via compliance with relevant building code and <br /> county/state seismic standards,and application of additional mitigation if <br /> warranted. <br /> ' • Review soils data available from NRCS, the County,on-site and nearby <br /> geologic tests as available, and other soils data sources to determine <br /> potential for liquefaction,erosion,expansive soils,unstable soils, and <br /> corrosive soils on site. Implement standard mitigation strategies to ensure <br /> that soils related impacts are minimized. <br /> Assumptions <br /> ESA assumes that the Applicant will provide existing reports and other <br /> available data pertaining to on site soil conditions,to the extent available. <br /> These may include previous geologic testing, geotechnical reports, or other <br /> information completed for the project site, or in support of the existing rail <br /> I yard. <br /> 1'24 San Joaquin County—E!R for the Union Pacific Modernization Project <br />
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