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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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City of Santa Ana Addendum to the <br />MainPlace Mall Transformation Project Fashion Square Commercial Center Final EIR <br />Table PSU-3: Estimated Wastewater Generation at Project Buildout <br />Use <br />Generation <br />Rate <br />Quantity <br />Average Flow <br />Rate <br />Peak <br />Flow <br />Multi -family <br />190 gpd/unit <br />1,900 <br />units <br />0.56 cfs <br />1.68 cfs <br />Hotel <br />190 d/room <br />400 rooms <br />0.12 cfs <br />0.36 cfs <br />Commercial <br />0.0125 cfs/acre <br />49.0 ac <br />0.61 cfs <br />1.83 cfs <br />Total <br />1.29 cfs <br />3.87 cfs <br />Source: Sanitary Sewer capacity Study, 1u1 a <br />Wastewater generated on the Project site, with the exception of one parcel that <br />generates 0.45 cfs, is conveyed to the existing 15-inch sewer line in Main Place Drive. <br />The peak flow generated by buildout of the proposed Project would be 3.42 cfs at this <br />discharge point, which is less than the allowable capacity of 3.63 cfs of the 15-inch <br />sewer line. The remaining parcel would connect to the 15-inch drain at the 30-inch trunk <br />line, which has an allowable capacity of 26.99 cfs which is greater than the estimated <br />peak flow from the Project of 3.87 cfs. Therefore, the existing City sewer system would <br />be able to accommodate the peak flow generated by the proposed Project. In addition, <br />OCSD indicates that the 30-inch trunk line is running approximately half full, which <br />provides capacity to meet the demands of the Project. Therefore, consistent with the <br />1983 EIR and 1996 Addendum, impacts related to sewer would be less than significant. <br />No new impact would occur. <br />Solid Waste <br />Similar to the Originally Approved Plan, the proposed Project would result in an <br />increased generation of solid waste that would be disposed of in landfills. Table PSU-4 <br />compares the volume of solid waste that would be generated from the Originally <br />Approved Plan, the Currently Entitled development, and the proposed Project based on <br />the solid waste generation rates in the 1983. <br />As shown, the proposed Project would result in 6.52 tons per day less solid waste than <br />the Originally Approved Plan and 3.99 tons per day less solid waste than the Currently <br />Entitled development. Thus, the Project would generate less solid waste related impacts <br />than described in the 1983 EIR or under the conditions of the 1996 Addendum. <br />In addition, the current recycling requirements require diversion of 50 percent of solid <br />waste away from landfills. Therefore, the proposed Project would result in a 13.46 tons <br />of solid waste per day being disposed of in landfills. After 2020, when the proposed <br />Project would be operational, the State regulations per AB 341 will become effective, <br />which will require diversion of 75 percent of solid waste from landfills. Thus, it is <br />anticipated that solid waste landfill disposal from operation of the Project would be <br />reduced to approximately 6.73 tons per day. <br />
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