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2019-040 - Mainplace Mall Transformation
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2019-040 - Mainplace Mall Transformation
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Last modified
6/20/2019 10:01:52 AM
Creation date
6/20/2019 8:39:53 AM
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City Clerk
Doc Type
Resolution
Doc #
2019-040
Date
6/4/2019
Destruction Year
P
Document Relationships
2019-041 - Approving Tentative Parcel Map No. 2018-01
(Amended By)
Path:
\Resolutions\CITY COUNCIL\2011 -\2019
NS-2967 - Approving Development Agreement No. 2018-02 Between City of Santa Ana and Mainplace ShoppingTown, LLC for Mainplace Mall Transformation Project
(Amended By)
Path:
\Ordinances\2011 - 2020 (NS-2813 - NS-3000)\2019 (NS-2963 - NS-2978)
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MainPlace Mall Transformation Project 12126.001 <br />located approximately 4 miles north of the project site. Based on these <br />conditions, methane hazard is not a consideration for the project. <br />Design Consideration: Emission of methane gas is not a design <br />consideration for the project. <br />3.14 Regional Subsidence <br />Regional ground subsidence generally occurs due to rapid and intensive removal <br />of subterranean fluids, typically water or oil. It is generally attributed to the <br />consolidation of sediments as the fluid in the sediment is removed. The total <br />load of the soils in partially or fully saturated deposits is born by their granular <br />structure and the fluid. When the fluid is removed, the load is born by the <br />sediment alone and it settles. No reports on regional subsidence due to fluid <br />removal have documented subsidence in the site vicinity, and the project would <br />not involve the removal of water or oil at the site, making the potential for ground <br />subsidence related to fluid removal is not a geologic hazard. <br />Design Consideration: According to the City of Santa Ana's General Plan, <br />Seismic Safety Element (City of Santa Ana, 1982), portions of the project site <br />are located within an area delineated as having a potential for regional <br />subsidence due to seismically -induced settlement of loose and sandy soil. <br />However, as previously addressed in Section 3.4, the potential effects relating <br />to seismically -induced settlement can be reduced by following implementation <br />of engineering practices in remedial earthwork, structural design for new <br />buildings and/or ground improvement techniques. <br />3.16 Summary of Geologic and Seismic Hazards Review <br />The results of our geologic and seismic hazards review are summarized below. <br />13 <br />!oto <br />jo <br />Leighton <br />
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