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SU0014502
Environmental Health - Public
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SU0014502
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Last modified
8/25/2022 10:29:54 AM
Creation date
11/4/2021 4:18:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014502
PE
2675
FACILITY_NAME
PA-1900240
STREET_NUMBER
11000
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
LODI
Zip
95242-
APN
05908029, -07 -30
ENTERED_DATE
11/4/2021 12:00:00 AM
SITE_LOCATION
11000 N WEST LN
RECEIVED_DATE
5/2/2022 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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Administrative Draft Environmental Impact Report <br /> Gill Medical Center Project <br /> Fault Rupture <br /> A fault rupture occurs when the surface of the earth breaks as a result of an earthquake, although this <br /> does not happen with all earthquakes. These ruptures generally occur in a weak area of an existing fault. <br /> Ruptures can be sudden (i.e. earthquake) or slow (i.e. fault creep). The Alquist-Priolo Fault Zoning Act <br /> requires active earthquake fault zones to be mapped and it provides special development considerations <br /> within these zones. The Project site does not have surface expression of active faults and fault rupture is <br /> not anticipated. <br /> Liquefaction <br /> Liquefaction typically requires a significant sudden decrease of shearing resistance in cohesionless soils <br /> and a sudden increase in water pressure,which is typically associated with an earthquake of high <br /> magnitude.The potential for liquefaction is highest when groundwater levels are high, and loose, fine, <br /> sandy soils occur at depths of less than 50 feet. Soil data from the NRCS Web Soil Survey suggests that <br /> the potential for liquefaction is low given that the soils are clayey and the water table is approximately 35 <br /> to 40 feet below the ground surface. <br /> Lateral Spreading <br /> Lateral spreading typically results when ground shaking moves soil toward an area where the soil integrity <br /> is weak or unsupported, and it typically occurs on the surface of a slope, although it does not occur <br /> strictly on steep slopes. Oftentimes, lateral spreading is directly associated with areas of liquefaction. Since <br /> the potential for liquefaction is low to moderate, the potential for lateral spreading is present.The General <br /> Plan Draft EIR indicates that with adherence to existing compliance with local building codes and <br /> ordinances would avoid or reduce hazards relating to unstable soils and slope failure., the potentially <br /> significant impact would be reduced to a less than significant impact. <br /> Landslides <br /> Landslides include rockfalls, deep slope failure, and shallow slope failure. Factors such as the geological <br /> conditions, drainage, slope, vegetation, and others directly affect the potential for landslides. One of the <br /> most common causes of landslides is construction activity that is associated with road building (i.e., cut <br /> and fill).The Project site is essentially flat;therefore, the potential for a landslide in the Project site is non- <br /> existent. <br /> Impacts related to the above are less than significant with adherence to adopted General Plan policy. <br /> Mitigation Measures <br /> None Required. <br /> Impact 4.9-2: The proposed project could result in soil erosion or the loss of top soil. <br /> Impact Determination: less than significant <br /> Threshold: Substantial soil erosion or the loss of topsoil. <br /> Geology and Soils 4.9-8 October 2021 <br />
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