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Our Carbon Journey – Reduce
Carbon Reduce Cost
IAM Annual Conference
David Riley
Carbon Manager
Anglian Water
Member of Green Construction Board
Infrastructure Working Group
28th June 2017
2010-2015 Carbon V Cost
The Right Approach
4
The Global Risk Landscape 2016
A Smaller Footprint
Outcome & beyond
Targets
Exceed a 7% reduction in
real terms in gross
operational carbon by
2020 from a 2015 baseline
Deliver a 60% reduction in
capital (embodied) carbon
by 2020 from a 2010
baseline
ODI
Operational Carbon
http://www.anglianwater.co.uk/_assets/media/AWS_GHG_Emissions_Report_2016.pdf
Renewable Energy
Renewable Source Power
AD (Sewage & CHP) 99 GWh
Wind (3 turbines) 13 GWh
Solar PV (5 sites) 1.5 GWh
16%
Moving beyond
operational carbon
Operational carbon
Capital carbon
Most forward looking
organisations are reducing
operational carbon
Leading organisations are reducing
capital and operational
carbon
455,335 Tonnes annual greenhouse gas emissions (of CO2e)
£45,568bn Gross asset value (replacement cost)
Around 2bn 5 year capital investment programme
Our carbon
footprint
Taking the first steps….
Instigated Action
• Back to back with cost models
• Followed SAP hierarchy
• Baseline to measure performance against
Regulator
PR09
Modelling
Carbon
Proving the
Concept
Environmental Factors
Capital Carbon
(CO2 eT)
Embodied Water
Consumption
(H2O e m3)
Operational Carbon
Energy
(CO2 eT p.a.)
Operational Carbon Non-
Energy
(CO2 eT p.a.)
Change in Power
Consumption
(kWh p.a.)
Operational Water
Consumption
(H2O e m3 p.a.)
FBP
PR09
Solution
Variance
(FBP)
Variance
(PR09)
Solution Variance (FBP) Solution Variance (FBP) Solution Variance (FBP) Solution
Variance
(FBP)
Solution Variance (FBP)
DM2
Managing Carbon
Process
Tools
Governance
People
Example Raw Data Template
AW Embodied Carbon and Embodied Water Models
Materials, Chemicals, Energy and Transport Emissions Data
Updated: 28-Feb-13
Material Carbon Emission Factors
Carbon Emission Factors
kg/m3
Units kgCO2e/unit
ABS 1030 kg 3.7600 ICE Version 2.0, ABS
Acetal 1380 kg 3.1000 ICE Version 2.0, assume equivalent to PVC general
Aggregate 2240 kg 0.0052 ICE Version 2.0, aggregate
Aluminium 2700 kg 9.1600 ICE Version 2.0, aluminium
Anthracite 801 kg 2.1830 http://en.wikipedia.org/wiki/Anthracite, assume equivalent to coal (industrial), Defra 2012
Asphalt 2300 kg 0.0860 ICE Version 2.0, Asphalt, 8% binder content
CESMM3 2011 Carbon and Price Book or CapIT database (Q3'12)
Laying pipes in fields Reference Units Value Source/Notes - Carbon Data
Excavation and filling
Topsoil E4.1
Excavation up to 250mm depth E.04.01.01.01 kgCO2e/m3 0.73 CESMM3 2012 database, updated July 2012
Material other than topsoil, rock or artifical hard material E4.2
Maximum depth 1-5m E.04.02.04.01 kgCO2e/m3 1.06 CESMM3 2012 database, updated July 2012
Laying pipes in roads Reference Units Value Source/Notes - Carbon Data
Granular Material DTp Specified Type 1 R1.1
100mm layers R.01.01.04.01 kgCO2e/m3 12.80 CESMM3 2012 database, updated July 2012
Geotextile R.01.07.01.01 kgCO2e/m2 0.67 CESMM3 2012 database, updated July 2012
Dense Bitumen macadam R2.3.2
Wearing course, 14mm nominal size aggregate, 30mm layers R.02.03.02.03 kgCO2e/m3 280.03 CESMM3 2012 database, updated July 2012
Transport Fuel Type Units Value Source/Notes - Carbon Data
Artic_Diesel_Heavy_0_Laden_Total_CO2e #REF! kg CO2e / km 0.71 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012
Artic_Diesel_Heavy_50_Laden_Total_CO2e #REF! kg CO2e / km 0.94 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012
Artic_Diesel_Heavy_100_Laden_Total_CO2e #REF! kg CO2e / km 1.18 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012
Artic_Diesel_Heavy_Ave_Laden_Total_CO2e #REF! kg CO2e / km 1.00 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012
Percentage allowances for construction and commisioning - Non-Infra Models
Allowance for construction/temp works-Pre-cast Carbon % 0.30%
Allowance for construction/temp works-Civil Equipment-Default Carbon % 2.0%
Allowance for materials wastage-Civil Equipment-Default Carbon % 5.0%
Allowance for materials wastage-Civil Equipment-Precast,pipe,etc Carbon % 2.0%
Source/Notes - Carbon Data
Density
Raw Materials
Site Activity
Transport
Construction &
Commissioning
Source
Emission Factors
The models are made up of various factors
including material, site activity and transport
Example Capital Carbon Model
y = -0.0012x2 + 174.63x + 4216.2
R² = 1
0
50000
100000
150000
200000
0 200 400 600 800 1000 1200
kgCO2e
Volume (m3)
Embodied Carbon - In Situ with roof and base
AW Embodied Carbon and Embodied Water Models
Equipment Type: Sub-type:
Retention tanks Retention tanks-RC
Driver (units):
Volume (m3)
Embodied Carbon - New Construction
Internal
Length
Internal
Width
Internal
Height
Average Wall
Thickness
Average
Base
Thickness
Roof
Thickness
Depth
Rebar
density
Additional
excavation
width
Material
Emission
Factor
Factory
Fabrication
Factor
Supply (ex-
factory)
Transport
Site
Construction
Wastage
Total embodied
carbon
mm mm mm mm mm mm mm kg/m3 mm kgCO2e/unit X kgCO2e kgCO2e kgCO2e kgCO2e kgCO2e
Excavation Excavation 3475 2.76 211.6 0.0 212
Backfill Backfill 900 2.47 8.49 267.7 111.8 0.0 379
Blinding Concrete,mass,25% GGBS 3000 1500 75 500 0.08 305 37.8 26.6 17.1 386
Tank walls Concrete,structural,50% GGBS 3000 1500 2000 200 0.09 1312 147.8 104.2 73.0 1637
Tank base+roof slab Concrete,structural,50% GGBS 3000 1500 2000 300 250 250 0.09 1312 147.8 104.2 73.0 1637
Rebar Rebar Tank average 140 1.10 1996 12.9 39.9 100.4 2149
Access cover DI 2.03 0.13 459 5.7 9.2 23.2 497
5383 620 608 287 6897
Excavation Excavation 4025 2.76 498.2 0.0 498
Backfill Backfill 900 2.47 8.49 802.5 212.9 0.0 1015
Blinding Concrete,mass,25% GGBS 5000 2500 75 500 0.08 619 76.8 54.1 34.8 785
Tank walls Concrete,structural,50% GGBS 5000 2500 2500 200 0.09 2651 298.9 210.7 147.5 3309
Tank base+roof slab Concrete,structural,50% GGBS 5000 2500 2500 300 300 250 0.09 3502 394.8 278.3 194.9 4370
Rebar Rebar Tank average 140 1.10 4682 30.3 93.6 235.6 5042
Access cover DI 2.03 0.13 459 5.7 9.2 23.2 497
11915 1609 1357 636 15517
Description/Use Material
Equipment Type Tanks
Pre-cast concrete mix type Pre-cast concrete-50%GGBS
Pre-cast concrete origin Pre-cast factory - England & Wales
Tanks 1601 1601.001 C Treatment - Reed bed - Gravel Bed / plot Gravel
Tanks 1601 1601.002 C Treatment - Grass Plot - Grass Grass plot Grass
Tanks 1602 1602.001 C Break tank - in-situ concrete Tank In-situ
Tanks 1602 1602.002 C Break tank - Pre-cast concrete Tank Pre-cast
Tanks 1603 1603.001 C Bund / retaining walls - in-situ concrete Bund / retaining walls In-situ
Tanks 1603 1603.002 C Bund / retaining walls - Pre-cast Bund / retaining walls Pre-cast
Tanks 1603 1603.003 C Bund / retaining walls - Brick Bund / retaining walls Brick
Tanks 1604 1604.001 C Rectangular chamber - in-situ concrete Chambers In-situ
Tanks 1604 1604.002 C Rectangular chamber - Pre-cast concrete Chambers Pre-cast
Tanks 1606 1606.001 C Dortmund Tank Tank Pre-cast
Tanks 1608 1608.001 M Mobile tank Mobile tank Coated Steel
Tank 1609 1609.001 C Radial flow tank incl base Tank In-situ
Tank 1609 1609.002 C Radial flow tank incl base Tank Pre-cast
Tank 1609 1609.003 C Radial flow tank incl base Tank Coated Steel
Tank 1609 1609.004 C Radial flow tank incl base Tank GRP
Equipment
Class
Purpose
Equipment
Code
Description/UseModel Code C/M/E/I
Asset Material
(Primary)
Equations of the relationship between CO2e and
a variable are used for the models
AMP5 Success Story
Over AMP5 we have had huge success in our Capital and
Operational Carbon Reduction
• Capital carbon reduced by 45% overall
from 2011-2015 from 2010 baseline
• In Y5 of AMP5 capital carbon has been
reduced by 54% from 2010 baseline
• Operational carbon has exceeded a
10% in real terms since 2010.
15
Sustainable Design
Bedford Treatment
Works
30,000 population growth
• Proposal cost £24m
• Affordability £17m
• Sustainable Solution £14m
• Embodied Carbon - 66%
• Operational carbon -170%
Precast concrete
Precast concrete units provide a more cost
effective solution than plastic for certain
ground conditions.
28% cost saving
35% reduction in capital carbon
(increased reduction with further cement
replacement)
Conventional in-situ reinforced concrete
Conventional techniques are labour and materials intensive.
Structured plastic in curved trench
A specially fabricated bucket
enables a curved-bottom trench to
be dug, making significant savings
on imported bedding and
surround materials.
38% cost saving
37% reduction in capital carbon
2010 : Innovation in our supply chain
What’s Next ?
2015 + Success Stories –
Low carbon Concrete
• According to ‘The
Independent’ cement
manufacture accounts
for 5% of global
emissions.
• AWS the first utility to
use cemfree – cement
free concrete
• 60-70% capital carbon
reduction in the
concrete base.
2016 cemfree
2017 c-probe
AMP 6 Carbon V Cost
The Green Construction Board
Delivering Action
Technical Authors
PAS 2080
Steering Group
Technical
Advisory Panel
Sponsoring organisations
Infrastructure working group
Who has developed PAS 2080
• Must be undertaken
collaboratively by all parties across the value chain
• Compliance can be:
– monitored and self-validated by the applying entity; or
– assessed and validated by independent bodies
A carbon management process
for use in infrastructure delivery
Objective: reduce carbon from
infrastructure to reduce cost.
What is the aim of PAS
2080
Who should use PAS 2080?
All value chain members involved in
infrastructure delivery
0. Introduction
1.Scope
2.Normative references
3.Terms and definitions
4.General principles
5-10 The carbon
management process
And then ...
11.Assessment of carbon reductions
12.Claims of conformity
What is the Structure of
PAS 2080
• Requirements for all value chain members
• Asset owner/manager requirements
• Designer requirements
• Constructor requirements
• Product/material supplier requirements
Red boxes with green text provide summary at
the head of each clause.
What is the Structure of
PAS 2080
The Carbon
Management Process
The Carbon Management
Process
Leadership and good governance are key
enablers, provide vision, motivate right
behaviours and are essential right across
value chain
The Carbon Management
Process
Carbon reduction targets provide clear
direction and communicate intent
Clear baselines enable performance against
targets to be determined
The Carbon Management
Process
The Carbon Management
Process
Monitoring at frequent intervals shows
progress against agreed targets
The Carbon Management
Process
Quantification identifies carbon hotspots, gives
confidence, informs carbon reduction strategies
and allows results to be transparently compared
The Carbon Management
Process
Reporting makes performance visible and informs
decision-making in managing whole life carbon
The Carbon Management
Process
Continual improvement informs future work and
helps organisations to grow in carbon maturity
PAS 2080 is supported by
Guidance Document
Provides practical advice
on how to:
• implement PAS
requirements
• address current good
practice through
worked example and
case studies.
Available by downloading from:
www.greenconstructionboard.org
PAS 2080 is supported by
Guidance Document
Presented in an engaging style suitable for reading
on-line or in hard copy, with clear cross-references
to PAS clauses.
Success in Implementing PAS 2080
Cross sector
Leadership
On
Carbon
Endorse the ICR and embed PAS 2080 into our organisations
!Hf2nt6x
CARBON NEUTRAL
2050
38

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Stream D_David Riley

  • 1.
  • 2. Our Carbon Journey – Reduce Carbon Reduce Cost IAM Annual Conference David Riley Carbon Manager Anglian Water Member of Green Construction Board Infrastructure Working Group 28th June 2017
  • 4. The Right Approach 4 The Global Risk Landscape 2016 A Smaller Footprint Outcome & beyond
  • 5.
  • 6. Targets Exceed a 7% reduction in real terms in gross operational carbon by 2020 from a 2015 baseline Deliver a 60% reduction in capital (embodied) carbon by 2020 from a 2010 baseline ODI
  • 8. Renewable Energy Renewable Source Power AD (Sewage & CHP) 99 GWh Wind (3 turbines) 13 GWh Solar PV (5 sites) 1.5 GWh 16%
  • 9. Moving beyond operational carbon Operational carbon Capital carbon Most forward looking organisations are reducing operational carbon Leading organisations are reducing capital and operational carbon 455,335 Tonnes annual greenhouse gas emissions (of CO2e) £45,568bn Gross asset value (replacement cost) Around 2bn 5 year capital investment programme Our carbon footprint
  • 10. Taking the first steps…. Instigated Action • Back to back with cost models • Followed SAP hierarchy • Baseline to measure performance against Regulator PR09 Modelling Carbon Proving the Concept
  • 11. Environmental Factors Capital Carbon (CO2 eT) Embodied Water Consumption (H2O e m3) Operational Carbon Energy (CO2 eT p.a.) Operational Carbon Non- Energy (CO2 eT p.a.) Change in Power Consumption (kWh p.a.) Operational Water Consumption (H2O e m3 p.a.) FBP PR09 Solution Variance (FBP) Variance (PR09) Solution Variance (FBP) Solution Variance (FBP) Solution Variance (FBP) Solution Variance (FBP) Solution Variance (FBP) DM2 Managing Carbon Process Tools Governance People
  • 12. Example Raw Data Template AW Embodied Carbon and Embodied Water Models Materials, Chemicals, Energy and Transport Emissions Data Updated: 28-Feb-13 Material Carbon Emission Factors Carbon Emission Factors kg/m3 Units kgCO2e/unit ABS 1030 kg 3.7600 ICE Version 2.0, ABS Acetal 1380 kg 3.1000 ICE Version 2.0, assume equivalent to PVC general Aggregate 2240 kg 0.0052 ICE Version 2.0, aggregate Aluminium 2700 kg 9.1600 ICE Version 2.0, aluminium Anthracite 801 kg 2.1830 http://en.wikipedia.org/wiki/Anthracite, assume equivalent to coal (industrial), Defra 2012 Asphalt 2300 kg 0.0860 ICE Version 2.0, Asphalt, 8% binder content CESMM3 2011 Carbon and Price Book or CapIT database (Q3'12) Laying pipes in fields Reference Units Value Source/Notes - Carbon Data Excavation and filling Topsoil E4.1 Excavation up to 250mm depth E.04.01.01.01 kgCO2e/m3 0.73 CESMM3 2012 database, updated July 2012 Material other than topsoil, rock or artifical hard material E4.2 Maximum depth 1-5m E.04.02.04.01 kgCO2e/m3 1.06 CESMM3 2012 database, updated July 2012 Laying pipes in roads Reference Units Value Source/Notes - Carbon Data Granular Material DTp Specified Type 1 R1.1 100mm layers R.01.01.04.01 kgCO2e/m3 12.80 CESMM3 2012 database, updated July 2012 Geotextile R.01.07.01.01 kgCO2e/m2 0.67 CESMM3 2012 database, updated July 2012 Dense Bitumen macadam R2.3.2 Wearing course, 14mm nominal size aggregate, 30mm layers R.02.03.02.03 kgCO2e/m3 280.03 CESMM3 2012 database, updated July 2012 Transport Fuel Type Units Value Source/Notes - Carbon Data Artic_Diesel_Heavy_0_Laden_Total_CO2e #REF! kg CO2e / km 0.71 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012 Artic_Diesel_Heavy_50_Laden_Total_CO2e #REF! kg CO2e / km 0.94 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012 Artic_Diesel_Heavy_100_Laden_Total_CO2e #REF! kg CO2e / km 1.18 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012 Artic_Diesel_Heavy_Ave_Laden_Total_CO2e #REF! kg CO2e / km 1.00 Calc from CO2. CH4, N2O data in WI_GHG_Estimator_CAWv6.1.xls, April 2012 Percentage allowances for construction and commisioning - Non-Infra Models Allowance for construction/temp works-Pre-cast Carbon % 0.30% Allowance for construction/temp works-Civil Equipment-Default Carbon % 2.0% Allowance for materials wastage-Civil Equipment-Default Carbon % 5.0% Allowance for materials wastage-Civil Equipment-Precast,pipe,etc Carbon % 2.0% Source/Notes - Carbon Data Density Raw Materials Site Activity Transport Construction & Commissioning Source Emission Factors The models are made up of various factors including material, site activity and transport
  • 13. Example Capital Carbon Model y = -0.0012x2 + 174.63x + 4216.2 R² = 1 0 50000 100000 150000 200000 0 200 400 600 800 1000 1200 kgCO2e Volume (m3) Embodied Carbon - In Situ with roof and base AW Embodied Carbon and Embodied Water Models Equipment Type: Sub-type: Retention tanks Retention tanks-RC Driver (units): Volume (m3) Embodied Carbon - New Construction Internal Length Internal Width Internal Height Average Wall Thickness Average Base Thickness Roof Thickness Depth Rebar density Additional excavation width Material Emission Factor Factory Fabrication Factor Supply (ex- factory) Transport Site Construction Wastage Total embodied carbon mm mm mm mm mm mm mm kg/m3 mm kgCO2e/unit X kgCO2e kgCO2e kgCO2e kgCO2e kgCO2e Excavation Excavation 3475 2.76 211.6 0.0 212 Backfill Backfill 900 2.47 8.49 267.7 111.8 0.0 379 Blinding Concrete,mass,25% GGBS 3000 1500 75 500 0.08 305 37.8 26.6 17.1 386 Tank walls Concrete,structural,50% GGBS 3000 1500 2000 200 0.09 1312 147.8 104.2 73.0 1637 Tank base+roof slab Concrete,structural,50% GGBS 3000 1500 2000 300 250 250 0.09 1312 147.8 104.2 73.0 1637 Rebar Rebar Tank average 140 1.10 1996 12.9 39.9 100.4 2149 Access cover DI 2.03 0.13 459 5.7 9.2 23.2 497 5383 620 608 287 6897 Excavation Excavation 4025 2.76 498.2 0.0 498 Backfill Backfill 900 2.47 8.49 802.5 212.9 0.0 1015 Blinding Concrete,mass,25% GGBS 5000 2500 75 500 0.08 619 76.8 54.1 34.8 785 Tank walls Concrete,structural,50% GGBS 5000 2500 2500 200 0.09 2651 298.9 210.7 147.5 3309 Tank base+roof slab Concrete,structural,50% GGBS 5000 2500 2500 300 300 250 0.09 3502 394.8 278.3 194.9 4370 Rebar Rebar Tank average 140 1.10 4682 30.3 93.6 235.6 5042 Access cover DI 2.03 0.13 459 5.7 9.2 23.2 497 11915 1609 1357 636 15517 Description/Use Material Equipment Type Tanks Pre-cast concrete mix type Pre-cast concrete-50%GGBS Pre-cast concrete origin Pre-cast factory - England & Wales Tanks 1601 1601.001 C Treatment - Reed bed - Gravel Bed / plot Gravel Tanks 1601 1601.002 C Treatment - Grass Plot - Grass Grass plot Grass Tanks 1602 1602.001 C Break tank - in-situ concrete Tank In-situ Tanks 1602 1602.002 C Break tank - Pre-cast concrete Tank Pre-cast Tanks 1603 1603.001 C Bund / retaining walls - in-situ concrete Bund / retaining walls In-situ Tanks 1603 1603.002 C Bund / retaining walls - Pre-cast Bund / retaining walls Pre-cast Tanks 1603 1603.003 C Bund / retaining walls - Brick Bund / retaining walls Brick Tanks 1604 1604.001 C Rectangular chamber - in-situ concrete Chambers In-situ Tanks 1604 1604.002 C Rectangular chamber - Pre-cast concrete Chambers Pre-cast Tanks 1606 1606.001 C Dortmund Tank Tank Pre-cast Tanks 1608 1608.001 M Mobile tank Mobile tank Coated Steel Tank 1609 1609.001 C Radial flow tank incl base Tank In-situ Tank 1609 1609.002 C Radial flow tank incl base Tank Pre-cast Tank 1609 1609.003 C Radial flow tank incl base Tank Coated Steel Tank 1609 1609.004 C Radial flow tank incl base Tank GRP Equipment Class Purpose Equipment Code Description/UseModel Code C/M/E/I Asset Material (Primary) Equations of the relationship between CO2e and a variable are used for the models
  • 14. AMP5 Success Story Over AMP5 we have had huge success in our Capital and Operational Carbon Reduction • Capital carbon reduced by 45% overall from 2011-2015 from 2010 baseline • In Y5 of AMP5 capital carbon has been reduced by 54% from 2010 baseline • Operational carbon has exceeded a 10% in real terms since 2010.
  • 15. 15 Sustainable Design Bedford Treatment Works 30,000 population growth • Proposal cost £24m • Affordability £17m • Sustainable Solution £14m • Embodied Carbon - 66% • Operational carbon -170%
  • 16. Precast concrete Precast concrete units provide a more cost effective solution than plastic for certain ground conditions. 28% cost saving 35% reduction in capital carbon (increased reduction with further cement replacement) Conventional in-situ reinforced concrete Conventional techniques are labour and materials intensive. Structured plastic in curved trench A specially fabricated bucket enables a curved-bottom trench to be dug, making significant savings on imported bedding and surround materials. 38% cost saving 37% reduction in capital carbon 2010 : Innovation in our supply chain What’s Next ?
  • 17. 2015 + Success Stories – Low carbon Concrete • According to ‘The Independent’ cement manufacture accounts for 5% of global emissions. • AWS the first utility to use cemfree – cement free concrete • 60-70% capital carbon reduction in the concrete base. 2016 cemfree 2017 c-probe
  • 18. AMP 6 Carbon V Cost
  • 19. The Green Construction Board Delivering Action
  • 20. Technical Authors PAS 2080 Steering Group Technical Advisory Panel Sponsoring organisations Infrastructure working group Who has developed PAS 2080
  • 21. • Must be undertaken collaboratively by all parties across the value chain • Compliance can be: – monitored and self-validated by the applying entity; or – assessed and validated by independent bodies A carbon management process for use in infrastructure delivery Objective: reduce carbon from infrastructure to reduce cost. What is the aim of PAS 2080
  • 22. Who should use PAS 2080? All value chain members involved in infrastructure delivery
  • 23. 0. Introduction 1.Scope 2.Normative references 3.Terms and definitions 4.General principles 5-10 The carbon management process And then ... 11.Assessment of carbon reductions 12.Claims of conformity What is the Structure of PAS 2080
  • 24. • Requirements for all value chain members • Asset owner/manager requirements • Designer requirements • Constructor requirements • Product/material supplier requirements Red boxes with green text provide summary at the head of each clause. What is the Structure of PAS 2080
  • 26. The Carbon Management Process Leadership and good governance are key enablers, provide vision, motivate right behaviours and are essential right across value chain
  • 27. The Carbon Management Process Carbon reduction targets provide clear direction and communicate intent
  • 28. Clear baselines enable performance against targets to be determined The Carbon Management Process
  • 29. The Carbon Management Process Monitoring at frequent intervals shows progress against agreed targets
  • 30. The Carbon Management Process Quantification identifies carbon hotspots, gives confidence, informs carbon reduction strategies and allows results to be transparently compared
  • 31. The Carbon Management Process Reporting makes performance visible and informs decision-making in managing whole life carbon
  • 32. The Carbon Management Process Continual improvement informs future work and helps organisations to grow in carbon maturity
  • 33. PAS 2080 is supported by Guidance Document Provides practical advice on how to: • implement PAS requirements • address current good practice through worked example and case studies. Available by downloading from: www.greenconstructionboard.org
  • 34. PAS 2080 is supported by Guidance Document Presented in an engaging style suitable for reading on-line or in hard copy, with clear cross-references to PAS clauses.
  • 36. Cross sector Leadership On Carbon Endorse the ICR and embed PAS 2080 into our organisations !Hf2nt6x
  • 38. 38