Laserfiche WebLink
2 Environments 7.B. - Page 59 <br /> but not limited to, marsh,vernal pool, coastal, <br /> etc.) through direct removal, filling, <br /> hydrological interruption,or other means? <br /> d) Interfere substantially with the movement of ❑ ® ❑ ❑ <br /> any native resident or migratory fish or wildlife <br /> species or with established native resident or <br /> migratory wildlife corridors, or impede the use <br /> of native wildlife nursery sites? <br /> e) Conflict with any local policies or ❑ ❑ ® ❑ <br /> ordinances protecting biological resources, <br /> such as a tree preservation policy or ordinance? <br /> f) Conflict with the provisions of an adopted ❑ ❑ ❑ <br /> Habitat Conservation Plan,Natural <br /> Community Conservation Plan, or other <br /> approved local, regional, or state habitat <br /> conservation plan? <br /> a)Have a substantial adverse effect, either directly or through habitat modifications, on any <br /> species identified as a candidate, sensitive, or special status species in local or regional plans, <br /> policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and <br /> Wildlife Service? <br /> The proposed construction activities would disturb approximately 1.2 acres of land that mostly <br /> consists of highly disturbed vegetation and compacted soils. The City would file of Notice of Intent <br /> (NOI) to comply with the General Storm Water Construction Permit and submit a Stormwater <br /> Pollution Prevention Plan (SWPPP) to the San Francisco Regional Water Quality Control Board <br /> (SFRQWCB) prior to project commencement. The project activities would include excavation of the <br /> creek bank under the US 101 bridge and along the approaches from Bair Island Road and Main <br /> Street. The joint-use path would be located along the portion of the creek bank above the mean <br /> higher high water (MHHW),but the path would be below grade and include a creek-side retaining <br /> wall (see Appendix B,Project Design Drawings). Construction of the path underneath the bridge <br /> would require a temporary 175-foot cofferdam between the creek bank and the first set of bridge <br /> piers and dewatering a 15-foot area between the cofferdam and the creek bank. Most,if not all, of <br /> the dewatered area is subject to tidal fluctuation. Final grade would restore the original contours of <br /> the creek bank below the 7.4-foot MHHW. The project would also include excavation for the wet <br /> well and underground pump station approximately 100 feet from the creek. <br /> The following mitigation measures would be implemented to reduce the potential impacts to these <br /> endangered or special-status plant and animal species that may in or near the project area: <br /> 2-19 US 101 Pedestrian Undercrossing and Bair <br /> Island Road Storm Drain Pump Station Project <br />