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[email protected] www.AllianceEnvironmentalLLC.com Edward A. Clerico, P.E. , LEED ® AP President, Alliance Environmental LLC May 24, 2010 Integrated Infrastructure Optimizing Existing Infrastructure Building New Regenerative Systems
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[email protected]

www.AllianceEnvironmentalLLC.com

Edward A. Clerico, P.E. , LEED® APPresident, Alliance Environmental LLC

May 24, 2010

Integrated Infrastructure• Optimizing Existing Infrastructure

• Building New Regenerative Systems

Overview• Water-Energy-Air-Materials-Biodiversity are intrinsically

linked components of sustainability

• Success requires

– Innovation – Systems and Technology

– Functionality – Data collection and Long Term

Performance Assessment

– Value Proposition

• Rewards via incentives

• Penalties via compliance enforcement

• Integrated infrastructure systems approach produces the

paradigm shift required to achieve desired moon shot

goals

Stuff Solid Waste

Systems Segregation and Fragmentation Creates Inadequate Function

Community

Energy

Energy

Linear Segmented Approach

Adds energy at each step

Depletes resources on supply side

Contaminates environment on disposal side

http://www.storyofstuff.com http://storyofstuff.org/bottledwater/

Stuff Solid Waste

Functional System Integration to Achieve Higher Sustainability Levels

Community

Energy

Energy

Integrated Systems Reduce and Reuse

Add less energy at each step and extract energy post consumer use

Use less natural resources on production side

Release less contaminants to environment on post consumer side

Nonpotable Water Reuse

Natural Resource Recycling

Nutrient Recycling

Raw

Sewage

Wet

Organics

Dry

Organics

Treatment Effluent Heat Pump

ColdDistrict

Cooling

Sludge

Anaerobic

Digestor

Residue

Gasifier

Metals-

Minerals

Biogas

Syngas

Refining

Reuse

Water

Vehicles

Electricity

Cogen

Metals-

Minerals

HeatDistrict

Heating

Heat

The Possibility of Integrated Resource Management (IRM)Ref

Ref – Wm. Patrick Lucey Industrial Biotechnology Fall 2008

Rain Water

U.S. Environmental Protection

Administration

Combined Heat and Power Partnership

Wastewater Fact Sheet

www.epa.gov/chp/

Beijing-Chi SageWastewater Heat

Pump Unit

7

Carriage FarmGround Source

Heat Pump Unit

High Performance Energy Systems

• BREEAM – Building Research Establishment Environmental Assessment Method

•LEED (USGBC)

•Green Globes

•Living Building Challenge

•Sustainable Sites Initiative

•ASHRAE 189.1

•Developed by ASHRAE, USGBC, IES

•Published January 22, 2010

•First code intended commercial green building standard (not a design guide or rating system)

• ASHRAE 191 – Water Reuse Standards currently being drafted

Water Conservation / Guidelines & Standards

Status Quo - meet regulation

Green –exceed regulation

Sustainable – address future needs

Regenerative – restore function

The quintessential dual flush toilet – What’s in Your Tank?

Logic

• If given the choice would you flush your toilet with bottled water?

• So why is this our current standard?

• Logic will ultimately prevail

Co

pyri

gh

t E

d C

leri

co

, 2007

The Roman Goddess of the sewers, Cloacina, carried wastes to the river - so began our modern perspective on waste management - dilution is the solution. So begin the tragedy of the water commons (Garrett Hardin,

Science, December 13, 1968 in reference to William Forster Lloyd 1833)

Our Current Perspective Dates to 500 BC

Building Type Date of 1st System Water Reuse Water Uses

Research 1987 95% Toilet flushing

Office 1989 95% Toilet flushing

School 1990 75% Toilet flushing

Commercial Centers 1993 70% Toilet flushing

Stadiums 1996 75% Toilet flushing

Urban Residential High

Rise

2000 50% Toilet flushing, cooling,

irrigation and laundry

30 Systems 20 Years 80% Reuse

Nonresidential

50% Reuse

Residential

Functionality

New England Patriots Stadium

Foxboro, Massachusetts

• Economic, Environmental

and Social Equity

• 68,000 Seat Stadium

represents beneficial

reuse at prime public and

institutional sites.

• System provides reuse

capacity to entire

commercial zone within

Town of Foxboro.

Decentralized Urban Water Reuse

Battery Park City – New York

Micro Urban Watersheds 293 units

25,000 GPD

WW treatment

plant

48% reduction

in water use

56% reduction

in wastewater

discharge

Potable

Water

Wastewater

Discharge to Sewers

Transfer to treatment

Membrane Bio ReactorUV/Ozone Disinfection

Reuse

Water

ReservoirTo Irrigation

Distributed Water Reuse System Schematic

Aerobic Membrane Filters

Flush Water

Cooling Tower

Anoxic

Transfer to treatment

Stormwater Feed Tank

Wastewater Feed Tank

Laundry Water

Cooling Water

Cooli

ng

Wastewater

Reu

seW

ate

r

Stormwater overflow

Highly variable

1

2

34

51 Wastewater collected for treatment

2 Stormwater collected for treatment where appropriate

Biological treatment

Final polishing and disinfection

Storage for nonpotable reuse 5

4

3

One Bryant Park, New York City Greywater/Rainwater Reuse

• Capturing kinetic energy of greywater and rainwater from 52 story drop

• Gravity pressure zones every 10 stories

• Low energy treatment –filtration/disinfection

• Nonpotable reuse for toilet flushing and cooling

Co-op City - Reuse for Existing Communities

• Population:45,000 – 55,000

• HVAC and CHPCentralized Chilled Water and Combined H&P 150,000 GPD

• Irrigation for RevegatationImproved micro-climateReduce cooling loads

• Economics5 yr payback25% reduced incentive rate

Integrated Water Reuse Systems

Site 19B – Tribeca Green

Site 23 – 24 Millstein Properties

Site 18A and 18 B- The Solaire and The Verdesian

Site 16-17 – Riverhouse

Site 3 – Albanese Development

Site 2 – Millennium Point

The Helena – 57th Street – Durst Development

One Bryant Park – 42nd Street- Durst Development

66% Increase in user rates in five years with projections of 15%

increase per year for next several years.

Recent NYC Water and Sewer Rates

• Construct tanks as integral part of foundation walls to economize –concrete represents approximately 35% of costs

• $45/GPD capacity for small system of 25,000 GPD = $1 M

• $21/GPD capacity for medium system of 300,000 GPD = $6.3 M

• $16/GPD capacity for larger system of 500,000 GPD = $8 M

• Includes concrete tanks, start-up and 6 months operations

•Other Costs Factors

•Distribution System

•Stormwater treatment, storage and interconnection

Preliminary Capital Costs Projections

$-

$1,000,000

$2,000,000

$3,000,000

$4,000,000

$5,000,000

$6,000,000

$7,000,000

2006 2007 2008 2009 2010 2011 2012 2013 2014 2015

Date

An

nu

al O

perati

ng

Co

sts

Base NYC Cost With No

Reuse

B- 25% reuse-25%

incentive

Figure 3500,000 GPD Water Reuse Economics

NYC rates increased 66% in 5 years and are projected to increase 15% per year for the next four years

Edward A. Clerico, P.E. , LEED® APPresident, Alliance Environmental LLC

908-359-5129

[email protected]

www.AllianceEnvironmentalLLC.com

Thank You


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