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2012-001 - Statement of Overriding Considerations, and Adopting a Mitigation Monitoring and Reporting Program
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2012-001 - Statement of Overriding Considerations, and Adopting a Mitigation Monitoring and Reporting Program
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2/28/2012 3:02:32 PM
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Resolution
Date
2/21/2012
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Chapter 3 Findings Regarding Pr%ctAiternathow Attachment "A' <br />significant and unavoidable impact to the south Bristol Street/West Segerstrom Avenue during the <br />five weeks in which Construction Configuration C.2 would be in place, this alternative would result <br />in a LOS deficiency that would occur for approximately 84 days during construction, and would <br />result in new significant unavoidable impacts due to the disruption of left-turn movements along <br />South Bristol Street. Impacts to turn movements would not occur in association with the proposed <br />Project. In light of these considerations, the City finds that Alternative Site No. 14 would result in an <br />overall increase in near-term impacts to transportation/traffic, and rejects this alternative as infeasible <br />because it would not avoid or substantially lessen any significant effects of the Project. (CEQA <br />Guidelines Section 15126.6(b).) <br />This alternative also is rejected as infeasible because it would fail to meet, or would not be as <br />effective in achieving, the proposed Project's objectives. This alternative would cause serious <br />disruptions to existing business along South Bristol Street due to the need to construct sewer lines <br />near the median, and would further disrupt the businesses within the shopping complex where this <br />alternative site is located, and would therefore fail to meet the proposed Project's objective of <br />avoiding detrimental effects to existing businesses. <br />3.4.17 Alternative Site Location No. 15 (Alternative Site No. 15) <br />3.4.17.1 Summary of Alternative Site No. 15 <br />Alternative Site Location Number 15 (Alternative Site No. 15) would involve the construction of a <br />replacement lift station in the parking lot of an existing commercial complex located at southeast <br />corner of the intersection of South Bristol Street and West Warner Avenue in lieu of the proposed <br />Project site. Alternative No. 15 is located in the same general shopping center as Alternative Site <br />Nos. 13 and 14, and would be constructed near the existing Starbucks, located at the corner of South <br />Bristol Street/West Warner Avenue. Alternative Site No. 15 is located approximately 0.50-mile <br />north of the proposed Project site. The location of Alternative Site No. 15 is depicted on Final EIR <br />Figure 5-1. <br />The lift station that would be constructed at Alternative Site No. 15 would include a similar above- <br />ground block structure as the proposed Project. In addition, the lift station at Alternative Site No. 15 <br />would feature similar equipment and appurtenances as the proposed Project. This alternative would <br />require the installation and operation of 123 percent more underground sewer conveyance <br />infrastructure than the proposed Project and it is anticipated that the duration of Construction Phase <br />11 would be increased by 70 work days (approximately 14 weeks) as compared to the proposed <br />Project. The construction schedule for this alternative would otherwise be similar to the proposed <br />Project. <br />This alternative would not require construction activities within the South Bristol Street/West <br />Segerstrom Avenue intersection or beneath the existing paved right-of-way of West Segerstrom <br />Avenue (east of South Bristol Street). Therefore, this alternative would not require the <br />implementation of Construction Configurations B.1, B.2, C.1, or C.2. However, this alternative <br />would require the installation of new sewer facilities beneath the existing paved right-of-way of <br />South Bristol Street that are not proposed as part of the Project (i.e., to the north of the existing <br />Segerstrom Lift Station). The segment of South Bristol Street between this site and the existing lift <br />station facility contains a 20-inch OCSD trunk sewer, a 36-inch MWD pipeline, a 16-inch water main, <br />and a SCE/MCI Duct Bank. These utilities would require special support during construction of the <br />new 18-inch sewer, as the new sewer line would need to be installed at a depth of approximately 16 <br />San Lorenzo Lift Station EIR (Project No. 06-3510) 3-33 <br />CEQA Findings of Fact/Statement of Overriding Considerations
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