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City of Santa Clarita                                                               August 2017



               A summary of the Proposed Project’s environmental impacts, mitigation measures, and level of impact
               after mitigation is presented in Table 1-1, Summary of Environmental Impacts and Mitigation Measures,
               beginning on page 1-7.

                       (c)  Alternatives to the Proposed Project


               In compliance with Public Resources Code Section 21100 (4), and Sections 15121, 15126, and 15126.6 of
               the State CEQA Guidelines, the EIR evaluated a reasonable range of Project Alternatives. As discussed in
               greater detail in Section 6.0, Alternatives to the Project, the range of alternatives selected was based on
               the  ability  to  feasibly  attain  most  of  the  basic  objectives  of  the  proposed  Project  and  the  alternatives
               ability  to  avoid  or  substantially  lessen  any  of  the  significant  effects  of  the  proposed  Project.   The
               Alternative Analysis includes the evaluation of a No Project Alternative (as mandated by CEQA), and
               two alternative alignments: Alignment Alternative 1 and Alignment Alternative 2.

               Alignment Alternative 1 would include the proposed roadway alignment and associated infrastructure of a
               new at-grade crossing at Lyons Avenue and Railroad Avenue and a secondary east-west arterial roadway
               connecting  Lyons  Avenue  to  the  approved  alignment  of  Dockweiler  Drive  at  the  Master’s  University
                                                                                                            th
               Campus  that  would  connect  Dockweiler  Drive  to  a  new  five-leg  intersection  at  the  Arch  Street/12
                                                                                                            th
               Street/Placerita Canyon intersection. This alignment is similar to the Proposed Project except that the 13
               Street at-grade crossing would remain operational under this alternative as opposed to being closed.

               Alignment  Alternative  2  would  involve  the  development  of  the  proposed  roadway  alignment  and
               associated  infrastructure  for  Dockweiler  Drive,  as  proposed,  connecting  Dockweiler  Drive  from  the
                                                                                      th
               approved alignment at the Master’s University Campus to the Arch Street/12  Street/Placerita Canyon
               intersection, but without the construction of a new at-grade crossing and connection from Lyons Avenue
               at Railroad Avenue.

               As evaluated in Section 6.5, Environmentally Superior Alternative, Alternative 2 was identified as the
               environmentally  superior  alternative  as  it  would  feasibly  attain  most  of  the  basic  objectives  of  the
               proposed  Project  to  provide  an  additional  connection  from  the  Old  Town  Newhall  community  to
               Dockweiler Drive as contemplated under the Circulation Element of the General Plan, and although it
               would  not  reduce  or  eliminate  the  proposed  Project’s  significant  and  unavoidable  short-term  localized
               construction  air  quality  and  construction  noise  impacts,  it  would  reduce  impacts  associated  with  air
               quality, biological resources, cultural resources, geology/soils, hydrology, construction noise, aesthetics
               and  traffic.  Specifically,  Alternative  2  would  retain  the  existing  aesthetic  conditions  and  views  at  the
               Lyons Avenue and Railroad Avenue intersection, would avoid ground disturbance within Newhall Creek,
                                                                                        th
               and would reduce the total combined number of railroad crossing events at 13  Street, Market Street,
               Newhall Avenue and Lyons Avenue. The total average daily traffic railroad crossings is anticipated to be
               lowest under the Alternative 2 alignment for both the 2019 and 2035 buildout years. In 2019, Alternative
               2  would  result  in  820  fewer  crossings  than  the  proposed  Project  and  3,160  fewer  crossings  than
               Alternative 1.  For Year 2035, the total average daily traffic railroad crossings under Alternative 2 would
               result  in  6,230  fewer  crossings  than  the  proposed  Project  and  8,740  fewer  crossings  as  compared  to


               Lyons Avenue/Dockweiler Drive Extension Project                             1. Executive Summary
               SCH No. 2013082016                                                                     Page 1-4
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