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Learn about the comprehensive flood risk reduction program for Sacramento area. Details on construction segments, costs, environmental constraints, and objectives. Presented by Central Valley Flood Protection Board in 2009.
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SAFCANatomas Levee Improvement ProgramCentral Valley Flood Protection Board BriefingFebruary 26, 2009
Presentation Outline • NLIP Overview • Construction Phasing Schedule & Cost Estimates • Construction Segments • Sacramento River, American River • Natomas Cross Canal, PGCC, NEMDC • Canal Relocations, Borrow Sites • Environmental Constraints • Program Q & A • Phase 2 Crediting Request
Natomas LeveeImprovement Program • Part of comprehensive flood risk reduction program for Sacramento area • Being carried out as part of the federal-state-local American River Common Features Project • Central Valley Flood Protection Board is the Non-Federal Sponsor • SAFCA is the Local Sponsor
Identified Flood Risks • Inadequate Levee • Height • Instability – Geometry, • Underseepage, etc. • Encroachments • Channel Erosion
Program Objectives • Provide 100-year flood protection as quickly as possible • Provide 200-year flood protection over time • Ensure that new development does not substantially increase the expected damage of an uncontrolled flood
Program Cost Estimate Construction $421 M ROW $90 M Mitigation & Permit $28 M Engineering & CM $79 M Total $618 M
Anticipated 2009 Activities SREL – 1 Early 2009 (Reaches 1-4A) NCC – 2 Early 2009 (Reaches 1-7) SREL – 1B Late 2009 (Reach 4B) SREL – 2 Late 2009 (Reaches 5A-9B)
Sacramento River East Levee Adjacent Levee Design Concept
Major Borrow Sites Brookfield Airport North Binford/DeYoung, Horangic, Bianchi, Dhaliwal, Hants, Elkhorn South Site I-5 South Fisherman’s Lake Krumenacher Twin Rivers School District Stockpile
Irrigation and Drainage Canals • Relocated Elkhorn Canal - North of Teal Bend - SREL-1B - South of Teal Bend - SREL-2A • New GGS/Drainage Canal - North of Teal Bend - SREL-1B - Teal Bend to I-5 - SREL-2A - South of I-5 – Phase 4b Project • Relocated Riverside Canal - SREL-3
GGS/Drainage Canal • Excavated Soil Reused for Irrigation Canal Embankment (or Levee) Construction • 23,000 linear feet • 250,000 cubic yards • excavation • 600 lf 8’x6’ Arch Culverts • Dewatering
Elkhorn & Riverside Canals • Replaces Existing NMWC Canals • 41,000 linear feet
Environmental Constraints • Swainson’s Hawk • Giant Garter Snake • Cultural Resources
Requested Actions from CVFPB March 2009 CVFPB Meeting Modify permit # 18159-2 18159-3 Adopt New CEQA Findings related to Supplemental EIR