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Environmental Groups

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Title: Environmental Groups


1
San Francisco-Oakland Bay BridgeEast Span
Seismic Safety Project Contractor
Outreach Meeting Storm Water Treatment Contract
04-0120J4 February 8, 2005
2
Welcome
  • Dan McElhinney
  • District 4, Chief Deputy District Director

3
San Francisco - Oakland Bay Bridge
East Span Seismic Safety Replacement Project
4
Work Area
N
I-80
Catchment/Location No. 2 3 4 5
Drainage Area (Acres) 54.3 12.1 17.5 47.2
EBMUD
Toll Plaza
Bay Bridge
5
Work Area
6
Work Area
7
Background
  • Project Objective
  • To meet the California Regional Water Quality
    Control Boards (RWQCB) Waste Discharge
    Requirements for the San Francisco-Oakland Bay
    Bridge New East Span. This requires Caltrans to
    permanently capture and treat storm water for
    approximately 131 acres of drainage area, from
    west of toll plaza to Powell Street interchange
    in Emeryville along interstate I-80. This
    treatment of storm water would improve the
    quality of water draining into Emeryville
    Crescent and San Francisco Bay, and thus would
    enhance wildlife habitat.

8
Background
  • Project Scope This project will involve the
    construction of pump stations, drainage pipes and
    related drainage structures to convey water
    quality flow to bioretention basins and detention
    basins where the storm water will be treated and
    then discharged into the bay. This will also
    involve planting, water pollution control and
    erosion control in the basins and along the bay
    shore line.

9
Type Of Work
  • Pump stations, Bypass Structures, Junction
    Structures and Inlet Structures (All
    below ground concrete structures)
  • Bioretention basins, detention basins and Forebay
    Detention basin
  • Maintenance Vehicle Pull Out Areas and Access
    Roads (gravel top)
  • Installation of underground storm water lines and
    AC Dikes
  • Planting inside the basins and mitigation
    planting along Emeryville Crescent.
  • Installation of Irrigation System

10
Bioretention Basin
11
Bioretention Basin (During Construction)
12
Bioretention Basin (During Construction)
13
Applicable Agency Permits
  • California Regional Water Quality Control Board
    (RWQCB)
  • U. S. Army Corps of Engineers (ACOE)
  • San Francisco Bay Conservation Development
    Commission (BCDC)
  • U. S. Fish and Wildlife Services (USFWS)
  • Refer to the Information Handout for these
    permits.

14
Permits Work and Restrictions
  • Replacement of all tree/shrub species impacted
    during construction with native coastal shrub
    species.
  • No storage and construction maintenance
    activities in the marsh areas.
  • Fenced construction area (mouse fence) for
    protection of salt marsh harvest mice.
  • Work restrictions during clapper rail nesting
    season (February 1 to September 1) within
    Emeryville Crescent.

15
Key Specifications
  • Bioretention Basins Various components and
    materials for the construction of bioretention
    basins
  • Imported Soil Media For planting inside the
    bioretention basins
  • Jacked and Bored Welded Steel Pipe Furnishing
    and installing the welded steel pipe by
    horizontal jack and bore method in conformance
    with Tunnel Safety Order.
  • Concrete backfill (Rapid Strength Concrete) To
    be used as concrete backfill for pipe culverts
    crossing
  • I-80 traffic lanes.

16
Unique Design Features
  • Bioretention Basins (Total 6) Earthwork, pre
    cast concrete distribution channels, berms,
    imported soil media, planting, erosion control,
    geocomposite drain, impermeable liner,
    underdrains, MSE retaining wall,water metering
    stations, access roads.
  • Pump Stations (Total 7) Underground
    cast-in-place and precast concrete structures,
    pump control panels and power supply, motor
    vehicle pull out (MVP) area, reinforced concrete
    retaining wall.

17
Estimated Major Quantities
  • Temporary Mouse Fence 3270 M
  • Temporary Railing (Type K) 1200
    M
  • Roadway Excavation
    6920 M3
  • Imported Borrow
    3430 M3
  • Imported Soil Media
    5050 M3
  • Chain Link Fence
    506 M
  • Asphalt Concrete
    3590 TONNE
  • Minor Concrete for Minor Structures 295 M3
  • Drainage Pipe (Various sizes) 2700
    M
  • Perforated Plastic Underdrain Pipe 900 M

18
Construction andPlant Establishment Schedule
19
Additional Information
  • Please submit questions in writing on cards
    provided.
  • Any answers provided today are preliminary and
    not
  • considered final until posted on the bidder
    Inquiry
  • web site
  • Webpage for Bidders Inquiry
  • http//www.dot.ca.gov/hq/esc/oe/project_status/bid
    _inquiry.html
  • Future inquiries may be addressed to the Duty
    Senior
  • email Duty_Senior_District04_at_dot.ca.gov
  • Mailing address P.O. Box 23660, Oakland, CA
    94623-0660
  • Fax number (510) 622-1805
  • All inquiries must include the contract number
    (04-0120J4)
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