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55A - RESOLUTION CERTIFYING EIR SAN LORENZO SEWER LIFT STATION
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01/17/2012
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55A - RESOLUTION CERTIFYING EIR SAN LORENZO SEWER LIFT STATION
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7/22/2016 4:08:49 PM
Creation date
1/12/2012 2:59:55 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Public Works
Item #
55A
Date
1/17/2012
Destruction Year
2017
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Chapter 3 Findings Regarding Project Alternatives Attachment "A" <br />at this location would require the City to acquire private property to provide easements for proposed <br />sewer lines. Finally, construction of the lift station at this location would replace currently developed, <br />useable land, in contrast to the proposed Project site, which is vacant and undeveloped. <br />3.4.20 Alternative Site Location No. 18 (Alternative Site No. 18) <br />3.4.20.1 Summa[ y of Alternative Site No. 18 <br />Alternative Site Location Number 18 (Alternative Site No. 18) would involve the construction of a <br />new replacement lift station in the parking lot of an existing commercial retail center located at 3300 <br />South Bristol Street (i.e., Target shopping center) in lieu of the proposed Project site. Alternative <br />Site No. 18 is located approximately 0.35 -mile southwest of the proposed Project site. The location <br />of Alternative Site No. 18 is depicted on Final EIR Figure 5 -1. <br />The lift station that would be constructed at Alternative Site No. 18 would include a similar above- <br />ground block structure as the proposed Project. In addition, the lift station at Alternative Site No. 18 <br />would feature similar equipment and appurtenances as the proposed Project. This alternative would <br />require the installation and operation of approximately 62 percent more underground sewer <br />conveyance infrastructure than the proposed Project and it is anticipated that the duration of <br />Construction Phase 11 would be increased by approximately 90 work days (approximately eighteen <br />weeks) as compared to the proposed Project. The substantial increase in construction duration is due <br />in part to the need to cross the existing railroad tracks near the intersection of Alton Road /South <br />Bristol Street, which would require approximately six weeks (30 working days) to complete. The <br />construction schedule for this alternative would otherwise be similar to the Project. <br />This alternative would require construction activities within and adjacent to the South Bristol <br />Street/West Segerstrom Avenue intersection; however, the duration of construction activities within <br />the intersection would be reduced to one (1) week under this alternative and traffic control associated <br />with demolition of the existing lift station facility still would require up to two weeks; accordingly, <br />under this alternative, traffic control affecting the intersection of South Bristol Street /West <br />Segerstrom Avenue would occur for a total duration of three weeks, rather than the five weeks <br />associated with the proposed Project. In addition, this alternative would not require implementation <br />of Construction Configurations B.1, B.2, and C.1. <br />However, this alternative would require the installation of new sewer facilities beneath the existing <br />paved right -of -way of South Bristol Street that are not proposed as part of the Project (i.e., to the <br />south of the South Bristol Street/West Segerstrom Avenue intersection). The segment of South <br />Bristol Street between this site and the existing lift station facility contains a 20 -inch OCSD trunk <br />sewer, a 36 -inch MWD pipeline, a 16 -inch water main, and a SCE /MCI Duct Bank. These utilities <br />would require special support during construction of the new 18 -inch sewer, as the new sewer line <br />would need to be installed at a depth of approximately 16 feet, and this depth would increase with <br />distance from the existing facility. Construction along this segment of South Bristol Street would <br />require supporting the utilities from the top of the trench and /or the use of trench boxes /shields, <br />which would elongate the construction schedule. Due to these existing utility constraints, portions of <br />this roadway would need to be closed to accommodate construction associated with this alternative. <br />Moreover, the duration of construction for this alternative site location would greatly increase due to <br />the need to cross the railroad tracks running parallel and north of Alton Avenue. Implementation of <br />this alternative would otherwise be similar to the proposed Project during construction conditions. <br />San Lorenzo Lift Station EIR (Project No. 06 -3510) 3 -39 <br />CEQA Findings of Fact /Statement of Overriding Considerations <br />55A -78 <br />
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