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Innovations in Recapping an Industrial Landfill Lasdi… · Recapping Project Goals • Reduce...

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Innovations in Recapping an Industrial Landfill Strive for Sustainability Conference Sue Lasdin Momberger, P.E., NYSDEC Division of Materials Management with Dan Lang, Principal Hydrogeologist / Associate VP, Arcadis US, Inc May 4, 2015
Transcript
  • 1

    Innovations in Recapping an Industrial Landfill

    Strive for Sustainability Conference

    Sue Lasdin Momberger, P.E., NYSDEC Division of Materials Management

    with Dan Lang, Principal Hydrogeologist / Associate VP, Arcadis US, Inc

    May 4, 2015

  • 2

    Innovations in Recapping an Industrial Landfill

    • New Case Study: Recapping CKD Landfill w/ Artificial Turf

    • Why Recap a Landfill

    • Some Cap Integrity O&M Concerns

    • DEC Capping / Recapping Requirements

    • Recapping Project Goals

    • Recapping Project Activities

    • Other Questions?

  • 3

    New Case Study: Recapping CKD Landfill w/ Artificial Turf Former Holcim Cement Facility, Catskill, NY • Cement plant closed in 2012

    • Plant demolition completed November 2014

    • Recapping of Former Cement Kiln Dust (CKD) Disposal Area

    • Main cell - ~34 acres; East cell - ~6 acres

    • Originally approved for compacted-CKD cap system

    • Closed in 2004 under NYSDEC Consent Order

    • O&M included treating 150K gallons/day leachate

  • 4

    Why Recap a Landfill • Lifespan exceeded (50 – 100 years)

    • Loss of integrity due to inadequate O&M

    o Excessive leachate to treat

    • Environmental impacts

    o Leachate seeps

    o Groundwater / surface water / soil contamination

    • Upgrade pre-Part 360 Cap to be more protective & save $

    o Less rainwater infiltration, less leachate treatment

    o Potentially decrease O&M costs

  • 5

    Some Cap Integrity O&M Concerns • Ponding or tears due to settling of wastes / loss of liquids in

    drums / earth movement

    • Cracking or erosion due to fluctuations in air temperature /

    precipitation / humidity

    • Holes caused by plant roots / burrowing animals

    • Degradation from sunlight / Chemical and biological

    degradation

    • Human activities: Excessive traffic / Vandalism

    • Pre-current Part 360 caps may have been unlined or were

    highly permeable

  • 6

    DEC Capping / Recapping Requirements • Compliance:

    Part 360 version in effect when landfill was constructed, or

    Enforcement mechanism, e.g., consent order, or

    Variance granted by DEC Central Office, for current Part

    360 landfills

    • Approval Documents, sent to DEC Regional Office:

    Permit & Variance Applications & Conceptual Closure Plan

    Final Closure Plan or Closure Plan Modification (Recap) (and Variance Application if not submitted with Permit Application)

  • 7

    Recapping Project Goals

    • Reduce infiltration at the CKD disposal area that recharges

    the leachate mound in the waste mass.

    • Re-grade landfill to improve drainage off of the recapping

    system

    • Eliminate groundwater flow through waste mass.

    • Accelerate leachate mound decay with supplemental

    leachate recovery wells

    • Consolidate residual raw rock, inert materials and partially

    processed products prior to recapping

  • 8

    Recapping Project Activities

    • Approval of Closure Plan Modification

    o Justification included demonstration of design

    equivalency to current Part 360 requirements, and

    acquiring financial assurance for post-closure O&M

    • Upgrade of the CKD disposal area cap to replace

    inefficient compacted CKD cap

    • Installation of a slurry wall to cut-off groundwater underflow

    • Storm water improvements

    • Supplemental leachate recovery

  • 9

    Site Model

    Swan Pond

    EAST CELL

    DIVERGING

    FLOW

  • 10

    East-West Cross Section

    .

  • 11

    Components of Remediation

    Swan Pond

    Coal Removal

    Leachate Treatment

    Removal Areas

  • 12

    June-July 2014 - Slurry Wall Installation

    • 2,700 feet long • Conventional trenching • Bentonite-clay-slag mix • Keyed into native clay • Depth range 12 to 40 feet

    Slurry Wall Characteristics

  • 13

  • 14

    Cap Upgrade - Geomembrane and Subgrade Prior to Deployment

  • 15

    Geomembrane Subgrade at On-cap Swale

  • 16

    Geomembrane Liner Deployed Through On-cap Swale

  • 17

    Sewing Prayer Seam on Turf Layer

  • 18

    Broadcast Spreader Deploying Sand Ballast

  • 19

    Sand Ballast Deployment with Sand Slinger and Brooming

  • 20

    Overview of Liner and Turf Deployment

  • 21

    Installing HydroBinder

  • 22

    Hydrating HydroBinder

  • 23

    July 2014

  • 24

    August 2014

  • 25

    September 2014

  • 26

    October 2014

  • 27

    November 2014

  • 28

    April 2015

  • 29

    Other Questions?

    Also feel free to call me or email me:

    Sue Lasdin Momberger, P.E.

    NYS DEC Division of Materials Management

    Bureau of Permitting and Planning

    Beneficial Use, Medical Waste & Inactive Landfills Section

    518-402-8678

    [email protected]

    Thank you!


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