HomeMy WebLinkAboutAnaerobic Digestion Feasibility Study - July 30, 2020 Presentation (PDF)Anaerobic Digestion Feasibility
Study
Surfside Wastewater Treatment Facility
Public Meeting
https://youtu.be/fF4ydI_uXxs
July 30, 2020
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Agenda
•Project Team
•Review of Project Goals
•Review of Anaerobic Digestion
•Feasibility Methodology & Analysis
•Conceptual Design
•Schedule & Moving Forward
•Questions & Comments
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CEC Project Team
•David Gray, Sewer Director, Nantucket
•Roberto Santamaria, Health Director,
Nantucket
•Lauren Sinatra, Energy Coordinator,
Nantucket
•Kent Nichols, Weston& Sampson
•Dan Sheahan, Weston & Sampson
•Gina Cortese, Weston & Sampson
•Representative from numerous Town
Departments
MassCEC Assistance
•State economic development agency
•Mission: grow the state’s clean energy
economy while helping to meet the MA’s clean
energy, climate and economic development
goals
•2019 Organics-to-Energy grant for Feasibility Study: $60,000
•Public Outreach Support
Project Goals
•Determine Feasibility of AD Based on:
–Feedstock Availability
–Treatment Capacity
–Energy Production
–Waste Production
–Financial Analysis
–Evaluation of Project Site, Vicinity, and Community Impacts
–Environmental and Permitting Consideration
•Anaerobic Digester Conceptual Design
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Anaerobic Digestion Benefits
1.Create sustainable energy source and
cost savings for WWTF
2.Reduce volume of waste sent to
Composter/ Landfill
3.Stabilize and increase nutrients in WWTF
solids
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Anaerobic Digestion Technology
•A collection of natural biologic processes.
•Microorganisms break down
biodegradable material in the absence of
oxygen.
•Process used in many industrial and
domestic purposes to manage waste
and/or to produce fuels.
•Digestate is produced by anaerobic
digestion.
Anaerobic Digestion Technology
Sludge and other
organic
feedstocks
Biogas
Digestate
Hot
Water
Mixer
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Anaerobic Digestion Technology
Feedstocks (Input)
•WWTF Residuals (Sludge/Bio-solids)
•Fats, Oils, and Grease
•Source Separated Organics
•Brewery Waste
•Other Wastes –Septage and Landfill
Leachate
Feedstock Identification
•Identified possible
feedstocks and volumes
•Data from WWTF & Landfill
Records
Currently Available or Received by
Truck at Surfside WWTF
Waste Name
Est. Ave. Annual
Volume
gal/yr
FOG/ Grease Trap 8,900
Animal Grooming Trucks 165
Residential Tight Tank 336,000
Domestic Septage 1,760,000
Food Truck Waste 3,360
Equipment Cleaning Plant
Water 165
Carpet Cleaner Waste 15,000
Industrial Wastes (Cisco)133,000
Landfill Leachate 1,900,000
WWTF Sludge 2,330,000
Currently Received at Landfill
Waste Name
Est. Ave. Annual
Volume
tons/yr
Municipal Solid Waste
(MSW)/ Source
Separated Organics
(SSO)
575
Yard Waste 14,000
Animal Waste 180
Feasibility Methodology & Analysis
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Feedstock Identification
•Difficult to quantify portion of MSW/SSO available to
digester
•First attempted to quantify all organic waste generators
–Food Asset Network (2017 WPI)
–Contact large, individual organic waste generators
•Schools, grocery, hospital, farms, etc.
•Positive, but inconclusive responses
Currently Received at Landfill
Waste Name Est. Ave. Annual Volume
tons/yr
Municipal Solid Waste (MSW)/ Source
Separated Organics (SSO)575
Feasibility Methodology & Analysis
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Feedstock Identification
•Made estimation of digestible wastes present in MSW
otherwise sent to Composter
•Assumptions:
–20% current MSW is digestible
–25% of digestible MSW could be reasonably diverted to WWTF
•Commercial kitchens, grocery, etc.
•575 tons/year of MSW/SSO
Currently Received at Landfill
Waste Name Est. Ave. Annual Volume
tons/yr
Municipal Solid Waste (MSW)/ Source
Separated Organics (SSO)575
Feasibility Methodology & Analysis
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Feedstock Identification
Waste Name
Estimated Average
Annual Volume
(liquid, gal/yr; solid, tons/yr)
Organic Content
Strength
(High, Moderate. Low)
Gas Production
Potential
(High, Moderate. Low)
Recommended
as Feedstock?
(Yes, No)
FOG/ Grease Trap 8,900*High High Yes
Animal Grooming Trucks 165 Low Low No
Residential Tight Tank 336,000 Low Low No
Domestic Septage 1,760,000 Low Low No
Food Truck Waste 3,360 Low Low No
Equipment Cleaning Plant Water 165 Low Low No
Carpet Cleaner Waste 15,000 Low Low No
Industrial Wastes
(Cisco)133,000 High Moderate/ High Yes
Landfill Leachate 1,900,000 Low Low/ Moderate No
WWTF Sludge 2,334,000 High Moderate/ High Yes
MSW/ SSO 575 High Moderate/ High Yes
Yard Waste 14,000 Low Low/ Moderate No
Animal Waste 180 Low Low/ Moderate No
•Characterized organic content of each
•Made recommendations
Feasibility Methodology & Analysis
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•After Digester power loads are satisfied
•Available for WWTF demand offset
•Assumptions:
–Approximate Elec. Energy Value @ $0.28/KWhr
–Energy content of feedstocks from industry standards
Feasibility Methodology & Analysis
Source Energy Yield (KWhr/yr)Elec. Energy Value
Sewage Sludge 241,000 $69,000/year
Other Feedstocks 114,000 $33,000/year
Total 355,000 $102,000/year
Electrical Energy Production
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Heat Production
Feasibility Methodology & Analysis
Source Energy Yield
(MBTU/yr)
Equivalent Heating Oil Cost Savings
Sewage Sludge 1,150 8230 $22,000
Other Feedstocks 540 3870 $10,000
Total 1,690 12,100 gal/yr $32,000/yr
•After Digester heating is satisfied
•Available for WWTF building heating
•Assumptions:
–Energy content of feedstocks from industry standards
–Approximate Average $2.67/gal oil cost
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Digestate & Biosolids
Feedstock Solids (High Season):
•Total Solids = 5,600 lbs/d
•Volatile Solids = 4,300lbs/d (78%)
Solids Destruction:
•Volatile Solids Destroyed = 2,500 lbs/d
–58% Volatile Solids destruction
–45% Total Solids destruction
Sludge Cake Solids Produced: 1,100 t/yr
Net Reduction in Sludge to the Composter: 320t/yr
–35%*
Feasibility Methodology & Analysis
* Lower % reduction than TS destruction due to addition of outside feedstocks.
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Impact to Surfside WWTF Process
Digestate Liquid Returned to Influent
•Reduced Solids Dewatering time due to reduced solids
to dewater after digestion.
Feasibility Methodology & Analysis
* Plant currently at approximately 50% capacity during high season. Current Plant design capacity did not
include digestate return load.
High Season*Low Season
Volume (gpd)10,000 5000
TSS lb/d 155 75
% increase in influent 4%4%
NH3-N lb/d 95 46
% increase in influent 15%15%
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Conceptual Digestion Design
FOG
Cisco
WWTF Sludge
Storage Tank
Storage Tank
Blend &
Storage
Package Gas
Conditioning and
CHP
Storage Tank
Digester
Digester BiogasDigestate
Return
to WWTF
Dewatering
SolidsFiltrateSSO
Screening/
Maceration
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Gas Processing/ Co-Gen Systems
Figure from Water Environment Federation
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Conceptual Design
•Construction:
–2 Buildings –SSO Receiving and Processing Building & Digester Support Building
•2,000ft2
•Slab-on-grade
•Single story
–3 Underground storage tanks –Feedstock Storage
•5000-gallon each
•Precast concrete
•FOG, Brew Waste, SSO
–1 Underground storage tank –Feedstock Blend Tank
•2000-gallon
•Precast concrete
•FOG, Brew Waste, SSO
–2 Digesters
•200,000-gallon each
•40ft D x 28ft H
–Site Piping Modifications
–Site Work (associated pavement, piping, earthwork etc.)
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Conceptual Design
Surfside WWTF
Siasconset WWTF
DPW & Landfill
Conceptual Design
Surfside WWTF
Process Area
Sludge Processing
Offices
Process AnalysisEquipment Storage
Primary Treatment
Advanced Treatment
Waste Gas Flare
Administration
Force Mains Below Grade
Proposed
Digester
Area
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Conceptual Design
Digester
Digester
Support
Building
FOG Storage Tank
SSO Storage Tank
Brew Waste Storage Tank
Feedstock Blend Tank
Feedstock
Receiving &
Processing
Building
Digester
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Future Miacomet Area Pump Station
Anaerobic Digestion Technology
Burlington, VT
Conceptual Design Costs
Approximate Cost
Description Low High
General Conditions $1,433,000 $1,911,000
Site Work $814,000 $1,085,000
Concrete $825,000 $1,100,000
Buildings $2,759,000 $3,678,000
Process Equipment $3,179,000 $4,238,000
Exterior Finishes & Equip.$195,000 $262,000
Controls & Instrumentation $185,000 $246,000
Total Capital Cost $9,390,000 $12,520,000
Engineering & Permitting $2,160,000 $2,880,000
Planning Contingency (30%)$3,465,000 $4,620,000
Total $15M $20M
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Conceptual Design Costs
Approximate Cost
Description Low High
Total Opinion of Project Cost $15,000,000 $20,000,000
Anticipated Annual O&M Cost $300,000 $400,000
Amortized Capital Cost $870,000 $1,160,000
Equivalent Uniform Annual Cost $1,170,000 $1,560,000
(Approx. Annual Cost of Ownership)
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Financial Analysis
•Conceptual Level Capital Cost -$15M -$20M
•Equivalent Uniform Annual Cost: $1.2M -$1.6M
•O&M Costs
–Labor and Parts
–Likely Energy Neutral
•excess heat and power will support ancillary structure heating and lights and possibly some WWTP supplement
•Savings
–Sludge Disposal At Landfill (@$83.53/t)
•$25,000 annually*
–Excess Heat and Power Use
•$84,000 excess energy annually
•$32,000 heating oil cost savings annually
* Assumes composter currently achieves approx. 30% Sludge VS destruction (approx. 50% of AD
digester reduction).
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Financial Analysis
Possible Revenues
–Renewable Energy Credits
–Alternative Energy Credits
–Feedstock Tipping Fees
–Biosolids Product
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Funding Sources
•Low Interest Loans SRF
•SRF Grants
•Green Energy Grants
•Organics-to-Energy Grants
•Other Grants (TBD)
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Evaluation Criteria
•Evaluation Criteria & Importance
–Capital Cost
–Cost Savings/Revenue Generation Potential
–Impacts to Neighbors (Visual & Odor potential)
–Operational Complexity
–WWTF Site Impacts
–Landfill Life
–Composter Impacts
–Sensitive Environmental Receptors
–Environmental Stewardship
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Schedule
Completed:
•Kick-Off Meeting with Project Team: November 21, 2019
•Community Engagement Report: December 15, 2019
•Initial Public Meeting: February 4, 2020
•Internal Update Call: March 3, 2020
•2nd Internal Update Call: July 13, 2020
•Second Public Meeting: July 30, 2020
Remaining:
•Draft Feasibility Study: August 30, 2020
•Final Feasibility Study: October 30, 2020
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Moving Forward
•Complete Draft Report & Address Public
Comments
•Town Review of Draft
•MassCEC Review of Draft
•Complete Final Report
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Questions & Comments
•Receipt by August 13, 2020
•Project Page of Nantucket Town Website
https://www.nantucket-ma.gov/1616/Anaerobic-Digester-Feasibility-Study
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thank you