Building Dreams: Newman Leech's Visionary Approach to Real Estate Investment
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
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
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.
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
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
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.