Chagville EIA

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ENVIRONMENTAL IMPACT ASSESSMENT: CHAGVILLE, TRINIDAD & MARINE SPATIAL ZONING Johnson & Goberdhan November 2014

description

Preliminary EIIA considerations for the Chagville Beach rehabilitation works in Trinidad and Tobago

Transcript of Chagville EIA

  • ENVIRONMENTAL IMPACT ASSESSMENT:

    CHAGVILLE, TRINIDAD &

    MARINE SPATIAL ZONING

    Johnson & Goberdhan November 2014

  • Introduction

    Location

  • Introduction

    The Project

    Re-nourishment of Chagville Beach

    Rehabilitate Beach facilities

    Placement of Breakwaters and Groynes

  • Introduction

    Project Rationale

    Chagville Beach is eroding

    No natural supply of

    sediments to the Beach

    Requires annual

    Maintenance Nourishment

    Landside facilities in poor

    condition

    Unattractive to Tourists (L&I)

  • Introduction

    Project Rationale

    Achieve Development Objectives

  • Legislation and Regulatory Framework

    National Environmental Policies

    The National Environmental Policy (NEP)

    The National Physical Development Plan

    The National Wetlands Policy

    National Biodiversity Strategy and Action Plan (NBSAP)

    National Laws and Regulations

    Environmental Management Act 2000

    The Certificate of Environmental Clearance (CEC) Rules, 2001

    The Certificate of Environmental Clearance (Designated Activities) Order, 2001

    The Noise Pollution Control Rules, 2001

    The Environmentally Sensitive Species (ESS) Rules, 2001

    The Environmentally Sensitive Areas (ESA) Rules, 2001

    Water Pollution Rules, 2001 as amended in Water Pollution (Amendment) Rules, 2006

    Marine Areas (Preservation and Enhancement) Act

    Occupational Safety and Health Act, 2004 and Amendment Act, 2006

  • Project Description Conceptual Design

    Beach

    Nourishment

    Install

    Breakwaters

    Rehabilitate

    backshore

    facilities

  • Beach Nourishment

    D50 - 0.45

    Berm width -9m

    Berm Elev 1.3m

    Entire beach approx. 760m long

    Volume: 23,700m3

    Source: Guyana quartz sand

    -3

    -2.5

    -2

    -1.5

    -1

    -0.5

    0

    0.5

    1

    1.5

    2

    0 20 40 60 80 100

    Ele

    vation (

    m)

    Distance Offshore (m)

    Existing profile

    Design profile

    Project Description Conceptual Design

  • Breakwaters and

    Groynes

    BW are on

    average 80 90m

    offshore

    Crest Elevation at

    0.0m

    Placed in 4m water

    Depth on overage

    Crest set to msl

    Boulders sized to resist

    waves from cat 2 Hurricane

    Project Description Conceptual Design

  • Breakwaters and

    Groynes

    Structure Length (m) Volume (m) BW1 125 5500

    BW2 133 5852

    BW3 100 4400

    BW4 100 4400

    BW5 122 5368

    G1 41 902

    G2 74 1628

    Total 695 28050

    Project Description Conceptual Design

  • Rehabilitate Beach facilities

    Washrooms/Areas

    Lifeguard House

    Restaurants

    Solid waste Disposal

    Wastewater Disposal system

    Storm Drains

    Project Description Conceptual Design

  • Construction Method Nourishment

    Deep draft/Large Capacity Barge from Guyana with

    clamshell offloading to small barge

    Small Barge and long reach excavator and small

    draft (0.9m)

    Bulldozer onshore

    Project Description Construction

  • Construction Method Breakwaters and Groynes

    Remove biophysical features in footprint of structures

    Placement of turbidity barriers

    Deliver boulders to site via barge from stockpile area

    Place boulders on sea floor and build up to crest

    Project Description Construction

  • Construction Method Breakwaters and groynes

    Trucks along highway during off peak hours to wharf

    Barge from Wharf to Site

    Project Description Construction

  • Construction Phasing

    Phase 1

    Rehabilitation works (buildings, drainage, sewerage,

    landscaping)

    Placement of Groynes and Western Breakwaters

    Phase 2

    Nourishment of entire beach

    Placement of Eastern Breakwaters

    Project Description Construction

  • Environmental Monitoring (Construction)

    Water Quality

    Dust

    Noise

    Long term monitoring (Post Construction)

    Currents

    Shoreline location

    Water Quality

    Project Description Monitoring

  • Description of the Environment

    Physical

    Biological

    Social

  • Description of the Environment

    Physical

    Topography

    Steep hills

    to the north

    Site is

    gently

    sloping to

    south

  • Description of the Environment

    Physical

    Hydrology

    Rivers on

    either

    boundaries

    Site drains

    to sea

  • Description of the Environment

    Physical

    Bathymetry

    Slopes 3%

    out to 100m

    offshore

    Rapid fall

    off after -

    4m

  • Description of the Environment

    Physical

    Sediments

    DESCRIPTION SAMPLE

    LOCATION

    MEAN MEDIAN CLASSIFICATION

    (FOLK & WARD) mm mm

    West

    Upper Beach 0.31 0.31 Slightly Gravelly SAND

    Mid Beach 1.16 0.86 Sandy GRAVEL

    Lower Beach 0.25 0.26 Slightly Gravelly SAND

    Central

    Upper Beach 0.22 0.22 Slightly Gravelly SAND

    Mid Beach 0.61 0.40 Slightly Gravelly SAND

    Lower Beach 0.15 0.15 Gravelly SAND

    East

    Upper Beach 0.39 0.39 Slightly Gravelly SAND

    Mid Beach 0.73 0.71 Slightly Gravelly SAND

    Lower Beach 0.67 0.53 Gravelly SAND

  • Description of the Environment

    Physical

    Wind Waves and Currents

  • Description of the Environment

    Physical

    Wind Waves and Currents

    Location

    Range

    Hs (m) Tp (s) Dp ()

    West 0.1 - 0.3 3.0 - 7.3 140 - 160

    Central 0.01 - 0.2 2.5 - 5.7 140 - 165

    East - - -

  • Description of the Environment

    Physical

    Wind Waves and Currents

    Circulation in gulf of Paria

    due to Guina current

    Carenage bay circulation is

    characterized by slow

    currents (15cm/s)

    with westerly currents during

    falling tides and easterly

    currents during rising tides.

    Alongshore currents due to

    waves easterly 0.1cm/min

  • Description of the Environment

    Physical

    Shoreline Morphology

    Shoreline use changed from swamp to beach

  • Description of the Environment

    Physical

    Shoreline

    Morphology

    Shoreline use

    changed from

    swamp to beach

    Shoreline is

    developed

    Shoreline is

    receding at

    approximately

    0.3m per year

  • Description of the Environment

    Physical

    Shoreline

    Morphology

    Shoreline use

    changed from

    swamp to beach

    Shoreline is

    developed

    Shoreline is

    receding at

    approximately

    0.3m per year

    -3

    -2

    -1

    0

    1

    2

    3

    0 20 40 60 80 100 120

    Elev

    atio

    n (

    m)

    Distance (m)

    20000120 20000822 20070518 20070926

    20090421 20090727 20100121 20100729

  • Description of the Environment

    Biological

    Sea grass

    Fish

  • Impact Matrix - Physical

    During Construction Post Construction Positive Negative Short-term Long-term Low Moderate High Low Moderate High

    Increased Noise Pollution (Use of Heavy

    Machinery)x x x x x

    Increased Air Pollution (Dust and Fumes) x x x x xIncreased Water Pollution (Oils,

    Gasoline, Solid Waste etc)x x x x x

    Spillage of Boulders and other materials x x x x xIncreased Sedimentation of the Marine

    Environmentx x x x x

    Increased Soild Waste Generated x x x x x xIncreased Traffic (Marine/Road) x x x x x xIncreased Wear and Tear of the Road x x x x x xReduced Wave Energy x x x x xReduced Current Speeds x x x x xReduced Beach Erosion x x x x xReduced Flushing Time x x x x xIncreased Beach Berm x x x x xVisual Asthetics x x x x x

    Potential Impact

    Physical

    DurationNatureTiming Magnitude Significance

  • Impact Matrix Biological

    During Construction Post Construction Positive Negative Short-term Long-term Low Moderate High Low Moderate High

    Compression of Beach Sediment

    (Burrowing Fauna)x x x x x

    Introduction of Benthic Ecology x x x x xSedimentation (Wetlands, Seagrass and

    other marine life)x x x x x

    Release of Toxins from Sediment

    (Wetlands, Seagrass and other marine

    life)

    x x x x x

    Decreased Water Quality (Wetlands,

    Seagrass and other marine life)x x x x x

    Fish or Invertebrate Displacement x x x x xHabitat Fragmentation x x x x x

    Biological

    Potential ImpactTiming Nature Duration Magnitude Significance

  • Impact Matrix - Social

    During Construction Post Construction Positive Negative Short-term Long-term Low Moderate High Low Moderate High

    Increased Employment Opportunities x x x x xTraffic Congestion x x x x x xNo Use of Beach (Recreational Users,

    Spritual Baptist, Lifeguards)x x x x x

    Heavier Beach Use x x x x xIncreased Tourism x x x x xIncreased Recreation Activities

    (Swimming, Watersports etc)x x x x x

    Increased Recreational Safety (Reduced

    Wave Energy for Swimming and other

    Watersports)

    x x x x x

    Increased Bussiness (Retail) x x x x xIncreased Financial Cost to Users (Paying

    to Use Facilities)x x x x x

    Increased Security for Users x x x x xVisual Asethics x x x x x x

    Timing Nature Duration Magnitude Significance

    Social

    Potential Impact

  • Mitigation Measures

    Monitoring of decibel levels

    Construction will stop before nightfall

    Appropriate PPE for all persons on site

    Air Quality Monitoring. If threshold exceeded, work will be stopped.

    Occasssional 'wetting'

    Water Quality Monitoring

    Proper inspection and maintenance of all vessels

    Proper storage of solid waste until disposal

    Spill Plan : Alert CDA. Personel trained to respond approriately

    Trained personel

    Spill cleanup

    Water Quality Monitoring

    Wash Boulders at Source

    Sediment traps/silt screens

    Adequate bathroom and garbage facilites

    Proper storage of solid waste until disposal

    Reduce Road Traffic - Use of barge

    Avoid peak traffic times

    Increased Wear and Tear of the Road Use of barge instead of trucks

    Opening in Breakwaters

    Aim to improve water quality - flushing becomes less crucial

    Increased Noise Pollution (Use of Heavy

    Machinery)

    Increased Air Pollution (Dust and Fumes)

    Increased Water Pollution (Oils,

    Gasoline, Solid Waste etc)

    Spillage of Boulders and other materials

    Increased Sedimentation of the Marine

    Environment

    Increased Soild Waste Generated

    Increased Traffic (Marine/Road)

    Reduced Flushing Time

    Mitigation Measures

    Physical

    Potential Impact of Negative

    Nature

  • Mitigation Measures

    Compression of Beach Sediment

    (Burrowing Fauna) Reduce useage of heavy equipment

    Water Quality Monitoring

    Wash Boulders at Source

    Sediment traps/silt screens

    Water Quality Monitoring

    Stop work and initiate cleanup if toxicity is too high

    Water Quality Monitoring

    Proper inspection and maintenance of all vessels

    Proper storage of solid waste until disposal

    Spill Plan : Alert CDA. Personel trained to respond approriately

    Fish or Invertebrate Displacement No Mitigation

    Habitat Fragmentation No Mitigation

    Loss of Habitat in footprint of Structures No Mitigation

    Loss of Flora in footprint of Structures No mapped flora - possibly no impact

    Sedimentation (Wetlands, Seagrass and

    other marine life)

    Mitigation Measures

    Biological

    Release of Toxins from Sediment

    (Wetlands, Seagrass and other marine

    life)

    Decreased Water Quality (Wetlands,

    Seagrass and other marine life)

    Potential Impact of Negative

    Nature

  • Mitigation Measures

    Reduce Road Traffic - Use of barge

    Avoid peak traffic times

    Avoid peak times (Mar, Jul, Aug, Dec)

    Phased Construction - Minimal Closure Time

    Increased Financial Cost to Users (Paying

    to Use Facilities) No Mitigation - Necessary for upkeep

    Visual Asethics Breakwater height at MSL - minimal disruption of view

    Traffic Congestion

    No Use of Beach (Recreational Users,

    Spritual Baptist, Lifeguards)

    Social

    Mitigation MeasuresPotential Impact of Negative

    Nature

  • Alternatives

    No Action

    No cost involved

    Beach does not meet its full potential

    Continued degradation

    Unsafe beach

    Alternative Site for Development

    Encourages development at other locations

    May not be feasible at other locations

    More time involved Assessment of alternative sites

    More cost involved

    Protect Existing Beach

    Less cost involved than Nourishment

    Only some portions of the beach are currently useable

    Narrow beach with unsightly structures

    No improvement to visitors

  • Monitoring and Management

    5 year Monitoring and Management Plan

    Waves and Currents

    Beach Profiles

    Integrity of Structures

    Water Quality

    Sediment Quality

    Benthic Ecology

    Mangrove Survey

    Sea grass Survey

    Recommendations would then be given to determine if Monitoring and Management Plan should continue

  • GIS

    Beach Profiles

    Rivers

    Roads

    Coastline

    Bathymetry

    Existing Seawall

    Study Area

    Wetland

    Trees

    Buildings

    Car Park

    Proposed Groynes

    Proposed Breakwaters

  • Public Consultations

    Questionnaire

    Description of Interviewee

    Housing, Health and Social Services

    Specific Issues Regarding the Project

    Employment and Income

    Education

    Range of persons interviewed

    Lifeguards

    CDA employee

    Vendor

    Recreational Users

  • Public Consultations - Findings

  • Public Consultations - Findings

    Major Concerns about Chagville

    Crime

    Pollution

    No sandy beach

    Drainage

    Suggested Improvements

    Beach Facilities

    More Lifeguard Presence

    Regular Clean-ups

    No Smoking Zone

  • Zoning

    Coastal Zoning?

    Coastal management tool

    Based on a concept of separating and controlling

    incompatible uses

    Can be modified to suit varying social economic and

    political environments

  • Zoning

    Development Plan and CDA objectives

    Recreation (insert image)

    Ecotourism (website)

    Conservation (website)

  • Zoning

    Mechanics of Zoning

    Allowed, allowed with permission

    Prohibited, allowed with permission

  • Zoning

    Plan

  • Zoning

    Plan

    Area Category Activities Allowed Notes

    1 Preservation

    area Snorkelling with permit Area has seagrass beds which are

    to be protected

    2 Water Sports non motorized sports, canoeing,

    floating provides a buffer for protected

    areas

    3 Channel Motorized sports with permit,

    yachts, cargo vessels provides access to existing

    boating facilities

    4 Water sports motorized sports with permit;

    motorized sports without permit

    5 Preservation

    area Snorkelling with permit

    Outfall for river, has degris from

    time to time that needs to be

    remived, sediment bars are also

    present which can increase

    turbidity if disturbed

    6

    Recreational

    Bathing/Swim

    ming Snorkelling, swimming, floating shallow beach are suitable for

    recreational swimming