Table 10.1 Implementation Schedule for Air Quality Control
EIA Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
CWB & IECL projects (excluding works
entrusted to TDD), managed by HyD |
||||||||
S3.8.1 |
Strictly limit the truck speed on
site to below 10 km per hour. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
EIAO-TM,
APCO, Air Pollution Control (Construction Dust) Regulation |
S3.8.1 |
Water spraying to keep the haul
roads in wet condition. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Twice daily watering of the work
site with active operations when the weather and the work site are dry. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Watering during excavation and
material handling. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Provision of vehicle wheel and
body washing facilities at the exit points of the site, combined with
cleaning of public roads where necessary. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Tarpaulin covering of all dusty
vehicle loads transported to, from and between site locations. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
CWB entrustment works, managed by TDD under WDII project |
||||||||
S3.8.1 |
Strictly limit the truck speed on
site to below 10 km per hour. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
EIAO-TM,
APCO, Air Pollution Control (Construction Dust) Regulation |
S3.8.1 |
Water spraying to keep the haul
roads in wet condition. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Twice daily watering of the work
site with active operations when the weather and the work site are dry. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Watering during excavation and
material handling. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Provision of vehicle wheel and body
washing facilities at the exit points of the site, combined with cleaning of
public roads where necessary. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Tarpaulin covering of all dusty vehicle
loads transported to, from and between site locations. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
CWB entrustment works, managed by
TDD under CRIII project |
||||||||
S3.8.1 |
Strictly limit the truck speed on site
to below 10 km per hour. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
EIAO-TM,
APCO, Air Pollution Control (Construction Dust) Regulation |
S3.8.1 |
Water spraying to keep the haul
roads in wet condition. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Twice daily watering of the work
site with active operations when the weather and the work site are dry. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Watering during excavation and
material handling. |
Work
Site / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Provision of vehicle wheel and
body washing facilities at the exit points of the site, combined with cleaning
of public roads where necessary. |
Haul
road / during construction |
All
contractors |
|
3 |
|
|
|
S3.8.1 |
Tarpaulin covering of all dusty
vehicle loads transported to, from and between site locations. |
Haul
road / during construction |
All contractors |
|
3 |
|
|
|
Tunnel Section |
||||||||
S3.2.3 |
Air monitoring for the tunnel air
quality shall be required to ensure the acceptability of the tunnel air
quality criteria. |
Tunnel
section of the CWB & IECL |
The
Tunnel Operator |
|
|
3 |
|
Practice
Note on Control of Air Pollution in Vehicle Tunnel |
# All
recommendations and requirements resulted during the course of EIA / EA
Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design,
C - Construction, O – Operation, and Dec - Decommissioning
Table 10.2 Implementation Schedule for Noise Control
EIA Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S4.7 |
Use of quiet equipment for
demolition of Rumsey Street Flyover eastbound downramp and CWB tunnel work at
Central Interchange section; CWB tunnel work at WDII site area; bridge
foundation, deck formation, road formation and earthwork and pavement at IECL
section. |
Work
site close to NSRs at Central Interchange Section; work site close to NSRs at
WDII site area; work site close to IECL section during construction, road
formation, earthwork and CWB Tunnel work; bridge foundation, road formation,
earthwork and pavement |
Contractor |
|
3 |
|
|
EIAO-TM,
NCO |
S4.7.7 –
S4.7.9 |
Use of movable noise barriers for ·
HKCEC2E
– Diaphragm Wall; ·
HKCEC2W
– Diaphragm Wall and Excavation; ·
Bridge
M – Foundation and Deck Formation at Stage 2; ·
Bridge
L – Deck Formation at Stage 2; ·
Deck
of Bridges E6, E7 and E8 – Deck Formation at Stage 2; ·
Demolition
of Existing IEC Structure, Substructure of Bridges W5, W6 and Bridge J and
Deck of Bridges W5 and W6 at Stage 4A/4B; |
Work
site of the IECL section close to the Victoria Centre and HKAPA |
Contractor |
|
3 |
|
|
- |
S4.7.10 |
Reduction of Plant number on
following tasks: ·
Bridge
M – Deck Formation at Stage 2; ·
Demolition
of Existing Island Eastern Corridor Structure at Stage 4A; ·
CWB
Tunnel (HKCEC2W) – Diaphragm Wall & Excavation. |
Work
site of the IECL section close to the Victoria Centre and HKAPA |
Contractor |
|
3 |
|
|
- |
S4.7.11 |
Reduction of on–time percentage of
some plants during ·
Bridge
M – Foundation Work at Stage 2; ·
Bridges
E6, E7 and E8 – Deck Formation at Stage 2; Substructure of Bridges W5, W6 and
Bridge J at Stage 4A/4B. |
Work
site of the IECL section close to the Victoria Centre |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Well maintained plant should be
operated on-site and plant should be serviced regularly during the
construction programme |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Silencers or mufflers on
construction equipment should be utilised and should be properly maintained
during the construction programme |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Mobile plant, if any, should be
sited as far away from NSRs as possible |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Machines and plant (such as
trucks) that may be in intermittent use shall be shut down between work periods
or shall be throttled down to a minimum. |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.8.2 |
Plant known to emit noise strongly
in one direction should, where possible, be orientated so that the noise is directed
away from nearby NSRs |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.7.12 |
Material stockpiles and other
structures should be effectively utilised, where practicable, in screening
noise from on-site construction activities. |
Work
site / during construction |
Contractor |
|
3 |
|
|
- |
S4.7.12 |
A 107 m long semi-enclosure for
the eastbound carriageway of IECL |
Eastbound
carriageway of IECL (CH4883 – CH4990) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 57 m long semi-enclosure for the
westbound carriageway of IECL |
Westbound
carriageway of IECL (CH4883 – CH4940) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 113 m long and 7 m high vertical
barrier, located at the edge of parapet of the westbound carriageway of IECL |
Westbound
carriageway of IECL (CH4770 – CH4883) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 210 m long and 7 m high vertical
barrier, located at the edge of parapet of the Slip Road J |
Slip
Road J (CH350 - CH560) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 139 m long and 5.5 m high
vertical barrier, located at the edge of the parapet of the westbound
carriageway of IECL |
Westbound
carriageway of IECL (CH4116 – CH4255) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 140 m long and 4 m high vertical
barrier, located at the edge of the parapet of the westbound carriageway of
IECL |
Westbound
carriageway of IECL (CH4630 – CH4770) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 81 m long cantilevered barrier
(5.5 m high vertical barrier with 2 m cantilever length at 45 degrees to the
horizontal), located at the central reserve of the IECL |
Central
reserve of the IECL (CH4802 – CH4883) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.7.12 |
A 259 m long cantilevered barrier
(5.5 m high vertical barrier with 2 m cantilever length at 45 degrees to the horizontal),
located at the edge of the parapet of the westbound carriageway of IECL |
Westbound
carriageway of IECL (CH4255 – CH4514) |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
S4.5.21 |
Silencers shall be provided at all
exhaust fans installed in East Ventilation Building, Central Ventilation
Building and Western Ventilation Building |
East
Ventilation Building, Central Ventilation Building and Western Ventilation
Building |
HyD |
3 |
3 |
3 |
|
EIAO-TM |
# All recommendations and requirements resulted during the course of EIA
/ EA Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table 10.3 Implementation Schedule for Water Quality
Control
EIA Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S5.8.2,
S5.8.3 |
·
Temporary
ditches shall be provided to facilitate runoff discharge into the appropriate
watercourses, via sedimentation traps / silt retention ponds. ·
Permanent
drainage channels shall also incorporate sediment basins or traps, and
baffles to enhance deposition rates. ·
Sand
/ silt removal facilities such as sand traps, silt traps and sediment basins
shall be provided to remove sand / silt particles from run-off. These facilities shall be regularly
cleaned and maintained by the contractor.
·
Collection
of spent bentonite / other grouts in a separate slurry collection system for
either cleaning and reuse / disposal to landfill shall be implemented. ·
Maintenance
and plant areas shall be bunded and constructed on a hard standing with the
provision of sediment traps and petrol interceptors. ·
All
drainage facilities must be adequate for the controlled release of storm
flows. ·
Careful
programming of the works to minimise surface excavation works during the
rainy season. ·
Exposed
soil areas shall be minimised to reduce the potential for increased siltation
and contamination of runoff. ·
All
fuel tanks and storage areas shall be contained (bunded) such that spills are
not allowed to gain access to water bodies. ·
Open
drainage channels and culverts adjacent to the site shall be kept safe and
free from any debris and excavated materials arising from the works. ·
Open
stockpiles of construction materials (for examples, aggregates, sand and fill
material) of more than 50 m3 shall be covered with tarpaulin or
similar fabric during rainstorms. ·
Any
effluent discharged from the site shall be diverted away from any areas of
embayed water. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
ProPECC PN 1/94 |
S5.8.4 -
S5.8.6 |
·
All
fuel tanks and store areas shall be provided with locks and be sited on
sealed areas, within bunds of a capacity equal to 110% of the storage
capacity. ·
Temporary
sanitary facilities, such as portable chemical toilets, shall be provided
on-site by a licensed contractor. A
licensed contractor would be responsible for appropriate disposal and
maintenance of these facilities. ·
Contractors
shall be required, under conditions of contract, to ensure that site
management is optimised and that disposal of any solid materials, litter or
wastes to marine waters does not occur.
Where necessary, entrapment boom shall be provided to avoid loss of
floating refuse from the construction site. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
ProPECC PN 1/94 |
S5.8.7 |
·
The drainage from the tunnel shall
be directed through petrol interceptors to remove oil and grease before being
discharged to the nearby foul water manholes.
·
Petrol interceptors shall be
regularly cleaned and maintained in good working condition.
·
Oily
contents of the petrol interceptors shall be properly handled and disposed
of, in compliance with the requirements of the Waste Disposal Ordinance. · Sewage arising from ancillary facilities of CWB & IECL (for examples, car park, control room, ventilation and administration buildings and tunnel portals) shall be connected to public sewerage system. Sufficient capacity in public sewerage shall be made available to the proposed facilities. ·
Road drainage should also be provided with adequately
designed silt trap to minimise discharge of silty runoff. |
Tunnel
drainage system / During operational period |
The
Tunnel Operator |
3 |
|
3 |
|
ProPECC
PN 5/93 |
# All recommendations and requirements resulted during the course of EIA
/ EA Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table 10.4 Implementation Schedule for Construction Waste
Management
EIA Ref # |
Environmental Protection Measures / Mitigation Measures |
Location / Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
S6.7.2 |
In order to ensure that all waste is disposed of in
an appropriate manner, waste shall be separated by category on‑site by
the Contractor. It is recommended that
waste shall be segregated into the following defined categories and shall
then be disposed of as follows:
·
inert portion of C&D material, that is, public fill, deemed suitable for reclamation or land formation
shall be re-used on site as far as possible and the surplus material disposed
of at reclamation or public filling areas; ·
non-inert portion of C&D
material, that
is, C&D waste, deemed
unsuitable for reclamation or land formation shall be disposed of at
landfill; ·
chemical waste as defined by Schedule 1 of the
Waste Regulations (Chemical) 1992, shall be stored in accordance with
approved methods defined in the Regulations and the chemical waste disposed
of at the Chemical Waste Treatment Centre located at Tsing Yi; ·
excavated sediment shall be disposed of at the East
Sha Chau contaminated mud pits in accordance with WBTC No. 3/2000; and ·
general
refuse shall be disposed of at landfill. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
- |
S6.7.3,
S6.7.4, S6.7.5 |
·
C&D materials should be
recycled or reused wherever possible.
Demolition material arising from
the site clearance of existing IEC, Rumsey Street Flyover downramp and Hing
Fat Street Flyover should be broken down to 250 mm in size in order to
facilitate reuse and recycling. Steel
reinforcement should be removed from the demolition material prior to
disposal and reused or recycled.
·
The waste management strategy to
be employed shall be waste minimisation at source. Where waste generation is
unavoidable then the potential for recycling or reuse shall be explored and
opportunities taken. If wastes cannot
be recycled, then the recommended disposal routes shall be followed.
·
Waste reduction measures shall be
introduced at the design stage and carried through the construction
activities, wherever possible, by careful purchasing control, reuse of
formwork and good site management.
·
Training and instruction of construction staff shall
be given at the site to increase awareness and draw attention to waste
management issues and the need to minimise waste generation. The training
requirements shall be included in the site Waste Management Plan. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
- |
S6.9.1 |
The Waste Management Plan prepared by the Contractor shall be
submitted to the Engineer for approval on the advice of the EPD.
|
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
Waste
Disposal Ordinance |
S6.7.6 |
Reputable waste hauliers shall be used to collect
and transport the wastes to the appropriate disposal points. The necessary
measures to minimise adverse impacts such as windblown litter and dust from
the transportation of these wastes, and impacts on water quality during the
storage, handling and transportation of these wastes shall also be
instigated.
|
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
- |
S6.7.7 |
It is
recommended that: · wastes shall be handled and stored in a manner that ensures that they are held securely without loss or leakage thereby minimising the potential for pollution. Release of these potential pollutants into marine waters during storage and handling shall not be permitted as introduction of polluted waters is likely to have detrimental effects on water quality and water sensitive receivers; ·
only
reputable waste hauliers authorised to collect the specific category of waste
concerned should be employed; ·
removal
of demolition material shall coincide with the demolition work; ·
prior
to disposal of C&D waste, it is recommended that wood, steel and other
metals shall be separated for re-use and / or recycling to minimise the
quantity of waste to be disposed of to landfill; ·
appropriate
measures shall be employed to minimise windblown litter and dust during
transportation by either covering trucks or transporting wastes in enclosed
containers; ·
the
necessary waste disposal permits shall be obtained from the appropriate
authorities, if they are required, in accordance with the Waste Disposal
Ordinance (Cap. 354), Waste Disposal (Chemical Waste) (General) Regulation
(Cap. 354) and the Land Ordinance; ·
collection
of general refuse shall be carried out frequently, preferably daily; ·
waste
shall only be disposed of at licensed sites and the site staff and Contractor
shall develop procedures to ensure that illegal disposal of wastes does not
occur; ·
waste storage areas should be well maintained and
cleaned regularly; ·
a
recording system for the amount of wastes generated, recycled and disposed of
off-site during the implementation of the project. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
Waste
Disposal Ordinance (Cap. 354), Waste Disposal (Chemical Waste) (General) Regulation
(Cap. 354) and Land Ordinance |
S6.7.7 |
In
order to monitor the disposal of public fill and C&D waste at public
filling areas and landfills, and to control fly-tipping, a trip-ticket system
shall be included as one of the contractual requirements and implemented by
the Environmental Team. An
Independent Checker (Environment) should be responsible for auditing the
results of the system. |
Work site
/ During the construction period |
Contractor
and an Independent Environmental Checker |
|
3 |
|
|
|
S6.6.11
S6.7.9 |
To
determine the disposal requirements of the excavated sediments, sediment
sampling and testing are required to be carried out at the design phase of
the Project. In accordance with WBTC No. 3/2000, the contaminated excavated sediment must be effectively
isolated from the environment upon final disposal and shall be disposed of at
the East Sha Chau Contaminated Mud Pits that is designated for the disposal
of contaminated mud in Hong Kong. During
transportation and disposal of the excavated marine sediments, the following
measures should be taken to minimise potential impacts on water quality. ·
Bottom
opening of barges shall be fitted with tight fitting seals to prevent leakage
of material. Excess material shall be
cleaned from the decks and exposed fittings of barges and hopper dredgers
before the vessel is moved. ·
Monitoring
of the barge loading shall be conducted to ensure that loss of material does
not take place during transportation.
Transport barges or vessels shall be equipped with automatic
self-monitoring devices as specified by the DEP. |
Work site
/ During the construction period |
Contractor |
|
3 |
|
|
WBTC
No. 3/2000 |
# All recommendations and requirements resulted during the course of EIA
/ EA Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O – Operation, and Dec -
Decommissioning
Table 10.5 Implementation Schedule for Landscape and Visual
Impact Mitigation
EIA
Ref |
Environmental
Protection Measures / Mitigation Measures |
Location
/ Timing |
Implementation
Agent |
Implementation
Stages |
Relevant
Legislation and Guidelines |
|||
|
|
|
|
Des |
C |
O |
Dec |
|
S7.6 |
Site
hoarding to be installed, where appropriate, with surface treatment suitable
to the urban context. |
Entire
works area during entire construction period. |
Contractor |
|
3 |
|
|
- |
S7.6 |
Control
of night time lighting. |
Entire
works area during entire construction period. |
Contractor |
|
3 |
|
|
- |
S7.6 |
Approved new soil-mix for new planting areas. |
New
planting areas. |
Contractor |
|
3 |
|
|
WBTC
18/94 and LCSD’s Annex I |
S7.6 |
Soil
mounding to be implemented at expansive amenity areas. Mounding to be profiled to ensure ease of
maintenance. |
As
shown in Figures 7.6.1 to 7.6.8 Mitigation Measures. |
HyD’s
Landscape consultant & contractor |
3 |
3 |
3 |
|
WBTC
18/94 |
S7.6 |
Reinstatement
of road side and amenity planting and roadside mass screening. (Approximately 37,000m²) |
As
shown in Figures 7.6.1 to 7.6.8 Mitigation Measures. |
HyD’s
Landscape consultant & contractor |
3 |
3 |
3 |
|
WBTC
18/94 and LCSD’s Annex I |
S7.6 |
Soft
landscape treatment under elevated structures and on columns (where
practical) by use of suitably shade tolerant plant material. |
At
areas where optimum light levels allow.
Subject to detailed design. |
HyD’s
Landscape consultant & contractor |
3 |
3 |
3 |
|
WBTC
18/94 and LCSD’s Annex I |
S7.6 |
Landscape
design within boundary of ancillary service buildings. Inclusive of soft landscape treatment. |
As
shown in Figures 7.2.1 to 7.2.3 Works Layout Plans. |
HyD’s
Landscape consultant |
3 |
3 |
3 |
|
WBTC
18/94 |
Table
7.4 |
Screen
tree planting for POC (within Project boundary). |
Adjacent
to POC carpark |
HyD’s
Landscape consultant & contractor |
3 |
3 |
|
|
WBTC
18/94 |
S7.6 |
Retention and protection
of existing trees where feasible and transplanting of trees that are in
conflict with the road works (where practical). All in accordance with Tree Survey Report/Felling Application. Advanced planning and programming to be
initiated. |
As shown with
Tree Survey Report |
HyD’s Landscape
consultant & contractor |
3 |
3 |
3 |
|
WBTC 24/94 |
S7.6.3 |
Quality
and integrated design of Ancillary Buildings, tunnel portals, wing walls
abutments, noise barrier systems and landscape screen wall panel. |
As
shown in Figures 7.2.1 to 7.2.3 Works Layout Plans and Figures 7.6.1 to 7.6.8
Mitigation Measures. |
HyD’s
Architectural and Landscape consultant |
3 |
3 |
3 |
|
ACABAS |
Table
7.3 |
Advance
planning and programme of transplanting of existing trees and reinstatement
of roadside planting to early completion areas or unaffected areas. |
At
roadside amenity areas. |
HyD’s Landscape
consultant & contractor |
3 |
3 |
|
|
WBTC 24/94 |
S7.6 |
Architectural
screen panel wall at future Causeway Bay waterfront |
Shown
in Figure 7.6.7 |
HyD’s Consultant
& Contractor |
3 |
3 |
|
|
-- |
Des – Design, C-
Construction, O-Operation, and Dec - Decommissioning
LCSD’s Annex I: General
Requirements of Soft Landscaping Design for Areas Under LCSD’s Maintenance
Responsibilities.
Table 10.6 Implementation Schedule for Other EIA Requirements
EIA Ref # |
Environmental Protection Measures/Mitigation Measures |
Location/ Timing |
Implementation Agent |
Implementation Stages* |
Relevant Legislation and Guidelines |
|||
Des |
C |
O |
Dec |
|||||
- |
Site
Environmental Audit ·
Site
inspections shall be carried out regularly by the Environmental Team to inspect
construction activities to ensure that the recommended environmental
protection and pollution control mitigation measures are properly
implemented. Details of the
requirements and procedures in conducting site inspections are given in
Section 6 of the EM&A Manual. ·
On
the receipt of any complaints, the Environmental Team Leader (including
co-operation as required from other parties) shall promptly undertake
investigation work and the necessary actions carried out as based on the
results of the investigation. Details
of the recommended complaints handling procedures and actions are given in
Section 6 of the EM&A Manual. |
Works
site / During
construction period |
Contractor
and Environmental Team |
|
3 |
|
|
- |
# All recommendations and requirements resulted during the course of EIA
Process, including ACE and / or accepted public comment to the proposed
project.
* Des - Design, C - Construction, O - Operation and Dec -
Decommissioning