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Restoration Alternatives Development and Evaluation

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Physical Setting. Sediment Properties. Potential Sediment Remediation Technologies ... Proposed Additional Core Boring, Sediment Chemical / Physical Properties ... – PowerPoint PPT presentation

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Title: Restoration Alternatives Development and Evaluation


1
Restoration Alternatives Development and
Evaluation
  • West Branch
  • Grand Calumet River
  • By
  • Dan Sparks, USFWS, BFO
  • Presented by
  • Jim Smith, IDEM, OLQ

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Scope of Work
  • Phase 1 - Project Orientation
  • Task 1. Site Visit
  • Task 2. Literature and Data Review
  • Task 3. Data Gaps
  • Task 4. Local Support
  • Phase 2 - Fieldwork
  • Task 5. Work Plans
  • Task 6. Bathymetric and Topographic Survey
  • Task 7. Sediment Sampling and Testing

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Scope of Work
  • Phase 3 - Analysis and Report
  • Task 8. Data Analysis and Alternatives
    Development
  • No Action
  • Natural Recovery with Monitoring
  • Dredging w/ confined aquatic, nearshore, or
    upland disposal
  • Dredging w/ dewatering and treatment
  • Dredging and capping
  • Capping

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Scope of Work
  • Phase 3 - Analysis and Report
  • Task 9. Restoration Alternatives Report
  • Introduction
  • Physical Setting
  • Sediment Properties
  • Potential Sediment Remediation Technologies
  • Screening of Sediment Remediation Technologies
  • Development of Detailed Restoration Alternatives
  • Evaluation of Restoration Alternatives
  • Appendices, etc.

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Scope of Work
  • Phase 3 - Analysis and Report
  • Task 10. Meetings
  • Site Visit
  • Public Meetings
  • Task 11. Project Management
  • Coordination
  • Correspondence
  • Subcontractors management, oversight
  • Billings
  • etc.

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Results of Phase I
  • Technical Memorandum
  • Restoration Alternatives Development and
    Evaluation
  • West Branch Grand Calumet River
  • January 2002

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Results of Phase I
  • December 11, 2001 Site Visit
  • Reviewed Literature and available data
  • Recommended Project Reaches
  • Identified 6 Data Gaps

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Proposed Project Reaches and Past Sample Points
Hohman Ave.
Calumet Ave.
Indianapolis Blvd.
Columbia Ave
ap
White Oak Ave.
Railroad Bridge
State Line
Sohl Road
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Burton Dorkin, 1994
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Data Gap 1Bathymetric / Topographic Survey
  • Establish Riverbed Topography Core Sample
    Elevations
  • Develop Remedial Alteratives Establish
    Dredging / Capping Quantities
  • Assess Potential Disposal Sites
  • Evaluate Potential Access to River
  • Aid in Preparation of Final Restoration Plans

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Data Gap 2Need Engineering Base
Drawings
  • Historical Sampling Locations
  • Proposed Sampling Locations
  • Show Contaminated Sediment Sections
  • Lay Out Preliminary Dredge / Capping Prisms
    Materials
  • Preliminary Locate Lay Out Access Sites
    Potential Disposal Areas

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Data Gap 3 Transfer Sediment Core Data to
Base Drawings
  • Calculate (X,Y,Z) Sediment Core Data Locations
    Based on Bathymetric Survey
  • Place Data on Base Maps

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Data Gap 4 Proposed Additional Core Boring,
Sediment Chemical / Physical Properties
  • Between Indianapolis Blvd White Oak
  • Between White Oak Columbia Ave.
  • Between Columbia Ave. Calumet Ave.
  • Between Calumet Ave Sohl Road
  • Between Sohl Road Hohman Ave.
  • Between Railroad Bridge State Line

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Proposed Sampling
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Data Gap 5Need Information on Access Sites
  • Very Shallow Water
  • Limited Access and Bank Stability for Equipment
    Insertion, Dewatering, Hauling
  • Bridges have no Horizontal or Vertical Clearance
    for Equipment Movement from River Reach to River
    Reach

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Data Gap 6Local Sources of Services Material
  • Information is needed on
  • Local Labor
  • Dredging Equipment
  • Construction Equipment
  • Fleet Vehicles
  • Aggregate Sand
  • Concrete
  • Related Services

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Whats Next
  • Do we Proceed with Phase 2?
  • Do we do all proposed sampling or reduce number?
  • Are all parameters identified?
  • Should we do additional Toxicity Sampling?
  • Do we obtain New Aerial Photos to develop
    topographic base maps or can we use some flown in
    1994 or 1995?

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