Leachate Treatment at Virginia Landfills By: Bob Gardner, PE, BCEE Senior Vice President SWANA Old...

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Leachate Treatment at Virginia Landfills By: Bob Gardner, PE, BCEE Senior Vice President SWANA Old Dominion Conference Wintergreen, VA August 7, 2014

Transcript of Leachate Treatment at Virginia Landfills By: Bob Gardner, PE, BCEE Senior Vice President SWANA Old...

Leachate Treatment at Virginia Landfills

By:

Bob Gardner, PE, BCEE

Senior Vice President

SWANA Old Dominion Conference

Wintergreen, VA

August 7, 2014

Leachate

• Leachate is defined as “liquid that has passed through or emerged from solid waste and may contain soluble, suspended or miscible materials”.

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Treatment Goal

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Undesirable

Acceptable

Acceptable

Undesirable

Unique Issues

• Variable quantity

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5 Source: NASA

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Leachate Generation

• Geographical/Climatic factors• Seasonal factors• Operational factors• Cover design

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Unique Issues

• Variable quantity• Variable quality

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Samples from Six VA LFs

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Constituent Units Range

Type RawBOD5 mg/l 3.4-184COD mg/l 41-1300TOC mg/l 460

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Constituent Units Range

Type RawBOD5 mg/l 3.4-184COD mg/l 41-1300TOC mg/l 460General

TSS mg/l 3.3-296Oil & Grease mg/lBromide mg/l 18Chloride mg/l 1200Fluoride mg/l 2Sulfate mg/l 120Alkalinity mg/l 3600Bicarbonate mg/l 3600Sulfide mg/l 22Sulfite mg/l 10Gross Alpha pCi/L 16.3Gross Beta pCi/L 462pH

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Constituent Units Range

Metals mg/lArsenic mg/l 0.005-0.040Barium mg/l 0.147-3.86Cadmium mg/l 0.0002-0.524Chromium mg/l 0.0060-0.523Copper mg/l 0.011-0.048Iron mg/l 1.6Lead mg/l ND-0.530Nickel mg/l 0.0061-0.519Mercury mg/l 0.0025Sodium mg/l 1100Zinc mg/l .0152-0.213

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Constituent Units Range

NitrogenAmmonia-N mg/l 2.3-1288Nitrate Nitrite mg/l 2TKN 171-1860

Phosphorous mg/l 4.8TCLP Pesticides ug/l .02012-1.11TCLPO ug/l ND

Unique Issues

• Variable quantity• Variable quality• Treatment & pretreatment constraints

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9VAC25-31-770. National pretreatment standards:

prohibited discharges

• General prohibitions. A user may not introduce into any POTW any pollutant or pollutants which cause pass through, interference or violation of water quality standards.

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Federal Requirements

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• Title 40 of the Code of Federal Regulations, Parts 122, 123, 124, and 403, and chapter I, subchapter N.

• Subpart B of 40 CFR Part 445 “RCRA Subtitle D Non-Hazardous Waste Landfill Subcategory

Fundamental Issue

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Conveyor with food

Fundamental Issue

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Conveyor with food

Are there enough of us here to eat all

this?

Fundamental Issue

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Conveyor with food

What’s the quality of the food?

Fundamental Issue

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Will my Mom let me eat this?

Conveyor with food

Fundamental Issue

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Can I or do I want to eat what’s on the plate passing by

me?

Conveyor with food

Treatment Requirements

• Varies by locality• Varies by time of day

– Hydraulic loading– Pollutant loading

• Varies by type of treatment plant• Varies by discharge limitations

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Source: VDEQ for MSW LF’s Only

Unique Issues

• Variable quantity• Variable quality• Pretreatment constraints• Geographic constraints

– Rural– Urban

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Key Components

• Raw leachate storage• Treatment (full or pretreatment)• Treated effluent storage• Discharge (onsite or to POTW)

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60,000 GPD Onsite Leachate Storage, Treatment & Disposal Facility

Hillsborough County, Florida

750,000 gal. storage Treatment UnitNitrification/Denitrification

Office, equipment, and lab building

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Leachate Hauling Fill StandHillsborough County, Florida

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Leachate Storage and Pretreatment BasinsEscambia County, Florida

Typical Leachate Characteristics for MSW LFs

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Constituent Concentration(mg/l)

pH 4.5 – 9

Alkalinity 300 – 11,500

Calcium 10 – 2,500

Magnesium 40 – 1,150

Chloride 100 – 5,000

Sodium 50 – 4,000

Sulfate 70 – 1,750

Ammonia Nitrogen 30 – 3,000

BOD5 20 – 40,000

COD 500 – 60,000

Source: Ehrig, 1989

Leachate Management Options

• Discharge to POTW – Pretreatment

– Direct, no pretreatment

• Onsite– Evapotranspiration

– Land application

– Recirculation

– Onsite leachate treatment36

Overview of Treatment Processes

• Biological treatment– Aerated lagoons– Activated sludge– Rotary contactors– Anaerobic digesters

• Chemical treatment– Precipitation/coagulation– Ion exchange

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Overview of Treatment Processes (Cont.)

• Physical Treatment– Screening– Settling– Filtration

• Disinfection (Ultraviolet)• Membrane and Evaporation

Processes (e.g., Reverse Osmosis)

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Key Points to Remember

• Highly strategies are site and facility specific.

• Treatability studies needed.• System must be robust.

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Thank You!

Bob Gardner, PE, BCEE

Senior Vice President

SCS Engineers

Norfolk, VA

[email protected]

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