0 1 Upper W elcome to the second public exhibition on the G - - PowerPoint PPT Presentation

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0 1 Upper W elcome to the second public exhibition on the G - - PowerPoint PPT Presentation

PROTECTION SChcME UPPER GARNOCK FLOOD INTRODUCTION 0 1 Upper W elcome to the second public exhibition on the G arnock Flood Protection Scheme. The purpose of t his exhibition is to show you the proposed scheme Glengarnock


slide-1
SLIDE 1

UPPER

GARNOCK FLOOD

PROTECTION

SChcME

1 INTRODUCTION

Welcome

to

the

second

public exhibition on the

Upper

Garnock

Flood Protection

Scheme. The

purpose

  • f

this

exhibition

is

to

show

you the proposed

scheme

for

Kilbirnie,

Glengarnock and

  • Dalry. North

Ayrshire

Council

would

like your

views

  • n

the proposed

scheme

in

advance

  • f

formal

scheme

notification under

the

Flood

Risk

Management

(Scotland) Act 2009. Why

are

we

here?

How

can you provide your feedback?

Following

the

last public presentation early in 2013

  • A

questionnaire

is available for

you

to leave your

we

have been working

to explore

  • ptions

to protect

comments. This

is also available

  • nline

at:

properties

in Kilbirnie,

Glengarnock and Dalry from www.north-ayrshire.gov.uk/UpperGarnockFPS

flooding

from the River Garnock.

We

have

now

  • You

can

also

send your feedback

to:

developed an

  • utline

design which

we

would

like

to consult

  • n

in advance

  • f

notification of

the

final

preferred scheme. Email:

floodmitigation@north-ayrshire.gov.uk

  • r

What

are the

aims

  • f

this exhibition?

  • To

describe the nature

  • f

the

flooding

problem

in

Kilbirnie, Glengarnock

and

Dalry

  • To

tell you

about the work

that

has been done

to

find

a

solution

  • To

show

details

  • f

the proposed

scheme

  • To

explain the next steps

in the

process Post: Upper Garnock

FPS

Consultation,

Transportation,

North Ayrshire Council,

Perceton House,

Irvine,

Scotland,

KA11

2AL

  • If you

wish to speak to

someone

in our

team please

call

01294 310 000

Please

browse though the

information provided

  • n

the display boards.

Our team

is here

to

answer any questions you may have.

0 0

www.north-ayrshire.gov.uk/UpperGarnockFPS

D

'

/~~

North

Ayrshire Council

A=COM

slide-2
SLIDE 2

UPPER

GARNOCK FLOOD

PROTECTION

S C H E M E

2

HISTORICAL

FLOODING

I N KILB/RNIE,

GLENGARNOCK AND DALRY

Many

  • f

y

  • u

w i l l

need no

reminc

D

a i r y .

T h e

area has a l

  • n

g

histc

r

e c

  • r

d s

indicate

f l

  • d

i n g at an s

T

he frequency

  • f

f l

  • d

i n g has

i t r

e c

  • r

d e d

in 17

years.

T h e most

August

2008.

S h

  • w

n

h e r e

is a

August

2008

i n Kilbirnie

a n d

Glf

e4nnWo~vVk

~~II~

www.north-ayrshire.gov.uk/UpperGarnockFPS

~~M

D

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N

  • r

t h Ayrshire C

  • u

n c i l

slide-3
SLIDE 3

UPPER

GARNOCK FLOOD

PROTECTION

SChtME

3

WHAT

IS

THE SCALE

OF

THE FLOODING

PROBLEM?

D

e f i n i n g

the flood

risk

We

have used c

  • m

p u t e r

m

  • d

e l l i n g to e s t i m a t e the l i k e l i h

  • d
  • f

f looding

in K i l b i r n i e ,

Glengarnock and D a l r y f rom the River Garnock and

its tributaries. We

estimated what

flood fl

  • w

s

c a n be expected

in the rivers

b a s e d

  • n

p a s t events.

We

then applied

this i n f

  • r

m a t i

  • n

to the

computer model which contains the

river

c h a n n e l ,

structures

and

flood

plain, a l l

  • w

i n g

u s

to

see which areas may be

at

r i s k .

This gives u s

a

best e s t i m a t e

  • f

the

f l

  • od

e x t e n t , d e p t h

and

velocity

throughout the study area.

S

ee

flooding

where you

wouldn't expect

it?

None

  • f

the

e x i s t i n g river and

boundary

w a l l s ,

embankments and

  • ther

features are formal

flood

defences.

Although some may

provide

a

certain level

  • f

protection to properties, they could not

b e

relied upon

as

part

  • f

a formal

flood

protection

scheme.

We

have

therefore

removed such

features from the

c

  • m

p u t e r model. This allows u s

to

see

the areas which would experience the greatest benefits from formal

flood

protection works.

The

side effect

  • f

this is of

course that you

may see

flooding

  • n

the

flood

m a p s where

you

wouldn't expect

it.

W

h a t about

my

property?

v o

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By

all means

looks

up

your property

  • n

the

flood maps

shown

here.

You

should remember, however, that the

computer

modelling

was

carried out

  • n

a catchment

  • wide

scale that

is not specific

to

any

  • n

e

property.

N

  • s

p e c i f i c

account

is

taken

  • f

localised features

such as

buildings,

roads and garden walls which may

in r e a l i t y

affect

localised

f low

p a t h s .

slide-4
SLIDE 4

U P P E R

GARNOCK FLOOD

PROTECTION

SChEME

O

f t

WHAT

OPTIONS

D I D

WE

CONSIDER?

R

e v i e w i n g t h e

  • ptions

Once

w e

confrmed the

f l

  • od

risk

l

  • c

a t i

  • n

s using the latest model,

w e

looked

into ways to

deal with the

f l

  • od
  • risk. This

started w i t h

an

  • p

t i

  • n

screening exercise; ahigh-level assessment

  • f

possible

  • p

t i

  • n

s

which w

  • u

l d

m e r i t further investigation. ~

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slide-5
SLIDE 5

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Walkovers

We

have

visited

the

site

a number

  • f

times to

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  • ur

computer models gave

realistic results

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u t i l i t y i n f r a s t r u c t u r e . T h i s i n c l u d e s :

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T p h o n e l i n e s

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a s m a i n s

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l e c t r i c i t y c a b l e s

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t e r m a i n s

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e w e r s

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t r e e t l i g h t i n g

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s i b l e e n v i r

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m e n t a l i s s u e s a n d m e t w i t h t h e S c

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slide-6
SLIDE 6

UPPER

GARNOCK FLOOD

PROTECTION

SCHEME

6

WHICH OPTIONS

DID

WE

DEVELOP?

Kilbirnie

and Glengarnock This

  • ption would

involve containing the

river

within its channel using

flood

walls,

embankments

and

flood

gates

  • n

both banks

  • f

the Garnock Buried services,

existing river training walls

and nearby

properties

would pose

significant

challenges during construction.

T

  • achieve

a

high standard

  • f

protection,

flood

walls

  • f
  • ver

2

metres high would be required

in

the town centre.

A

lower

wall

would

  • ffer

reduced

protection but not

cost

significantly

less,

as

the majority

  • f

costs are incurred building wall foundations.

Upstream Storage Upstream

storage works by holding back the

flood

peak and

releasing water at

a

slower

rate,

reducing

river levels

downstream.

It

would be

possible to construct

a

flood

storage dam both

  • n

the River Garnock

("on-line")

and

  • n

the Dipple Burn,

diverting

water from the Garnock

("off-line"). Either

  • ption

would

minimise

the need for works

in downstream

areas,

keeping disruption during construction

relatively localised.

Upstream

storage

is

  • nly

able to intercept

flows

in

the Garnock, meaning

  • ther

tributaries

flow

at

their

full rate.

For the most extreme events,

flows

from these

tributaries

alone

is

enough

to

cause

flooding;

there

is therefore

a

limit

to the

standard

  • f

protection which

can be

provided

with upstream

storage.

An

  • ff-line

solution would require extensive

works

to divert water across to the Dipple Burn,

and

there are additional issues

such as impacts

  • n

farmland

and

historical mine

workings.

W

ith minor

works downstream, the

benefits

  • f

these

  • ptions

could be maximised to provide

a

1 in 100 year standard

  • f

protection.

The Powgree

Burn

is

a

contributor to

flooding

in

Glengarnock. We

looked at upstream storage,

flood

walls,

channel widening

and

bridge

replacements.

However, due

to the different

flow

paths

none

  • f

the

  • ptions

were found

to be effective,

and many

  • f

the solutions would

adversely

impact

  • n

flood

risk

elsewhere such

as

the

railway, the

B777

road

  • r

properties

upstream.

The

  • nly

feasible

  • ption

(apart from property-

level protection)

was

found to be

formalising the existing river training wall

downstream

  • f

the railway bridge, ensuring

its structural

integrity during

times

  • f

flood.

The

benefits

  • f

this

  • ption

will be

enhanced

with an

upstream

s

torage

  • ption on

the River Garnock.

Dairy

n Dairy,

  • nly

the

flood

risk at Mill Park

was

further

investigated.

The

  • nly

feasible

  • ption

was

found

to be direct defences (flood

walls).

To

minimise impacts

  • n

normal

river

flows,

the

walls

were set back as

far

as

possible.

Furthermore,

if these

defences were placed on

the river's edge, they

would get bypassed by

flooding

through the railway underpass.

Above

a 1

in 50

year

return period,

Mill Park

would

also be affected by

flooding

from

the south.

To

avoid the

need

for additional

defences, and

limit

the consequences

if the

wall was

ever

  • vertopped

the design

is limited

to

a

1 in

50

year standard

  • f

protection.

Works

would be needed upstream to

mitigate

impacts

  • n

the railway

and

the

DSM

factory,

among

  • thers.

❑ ❑

J~.

t.

www.north-ayrshire.gov.uk/UpperGarnockFPS

~~ ~COM

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North Ayrshire Council

Powgree

Burn

Direct

Defences

,~

+'~~~

slide-7
SLIDE 7

UPPER

GARNOCK FLOOD

PROTECTION SCr~EME

7 HOW

DID

WE

CHOOSE A

PREFERRED

OPTION?

In

line with Scottish Government

guidance,

we

looked at the economic, social

and

environmental aspects

  • f

each

  • ption

to make sure that not

  • nly

the

  • ptions

would be economically worthwhile

(that is

the benefits are greater than costs) but also that

social

and

environmental benefits

were maximised (and

negative impacts minimised).

Economic

Appraisal

W

e

need

to ensure

any

proposals are economically

viable; this

means

that the

cost

  • f

building

the

scheme

should be less than the benefit

we

expect.

We

worked

with

a

contractor to develop detailed

scheme

costs.

The

benefits

were based

  • n

the

damages

likely

to be avoided with the

flood

scheme

in place, including:

  • Direct

property

damages

  • Emergency

services costs induding environment

agency

  • Damage

to

utilities

  • Temporary

accommodation

  • Clean-up

costs (dehumidifier

electricity

and

heating costs)

  • Damage

to vehicles

  • Social

equity

and

climate

change allowances

W

e

looked at the benefit cost

ratio for

each

  • f

the

  • ptions

and concluded

the following:

  • In IGlbirnie

and Glengarnock, the

  • n-line

dam

with minor

works downstream

is

economically

viable.

The

costs

  • f

the

direct

defence

  • ption

and

  • ff-line dam

were

simply too high for

it

to

be

a viable

  • ption
  • In Dalry

(Mill Parl~,

the proposed defences are economically

viable

  • It

follows that

a

"combined scheme"

for

4Glbirnie,

Glengarnock

and

Dalry

is also

economically viable

  • Property-level protection

could also be

a

feasible solution

if no

f

  • rmal

scheme

is

further

developed

~- — ~.

,

Social

Appraisal

  • Combined

Scheme

Key

Issues

  • Disruption
  • Visual

impact

  • f

defences

  • Privacy

during construction

and

with defences adjacent to

properties —minimised

for storage

  • ption
  • Disruption

to farming practices associated with upstream

s

torage

Key

Benefits

  • Significantly reduced

risk

to

life

  • Protection

to key services including

fire and

ambulance

stations

  • Reduced

flood

risk in Conservation

Area and reduced

loading

  • n

existing walls

  • Reduced

flood

riskto key

employers

in IGlbirnie and

Glengarnock

  • Reduced

blighting of potential

development areas

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Environmental

Appraisal

  • Combined

Scheme

Key

Issues

  • Impacts
  • n

aquatic

and

riparian ecology

near the

dam

  • Poterrtial changes

to

river

flows

affecting

sediment

transport

  • Resource

usage

  • A

Construction Environmental Management Plan would

be

required,

including issues

such as

noise, dust, pollution,

traffic

management

etc.

Key

Opportunities /Benefits

  • Sensitive

construction using appropriate materials

  • Reduced

risk

  • f

pollution during

flood

events

  • Reduced

need

for

flood

repairs

(and associated materials)

  • Detailed

environmental /ecological surveys to enable

environmentally

sensitive construction

  • a

/,

t

www.north-ayrshire.gov.uk/UpperGarnockFPS

~

~COM

  • Nonh

Ayrshire Council ..

.: ;

,

~.
slide-8
SLIDE 8

UPPER

GARNOCK FLOOD

PROTECTION

S C h E M E

8

WHAT

W I L L

UPSTREAM F L O O D WATER STORAGE

LOOK

L I K E ?

A

description

  • f

t h e

w

  • r

k s

T

he

f l

  • od

storage area

w i l l

be

c r e a t e d by constructing

an embankment

d a m

across the

r i v e r

channel w i t h a

n e w

culvert u nderneath

i t .

The maximum

h e i g h t

  • f

the

d a m

is around

1

metres above

existing ground levels.

T h e e m b a n k m e n t d a m

will

b e

constructed using earth

a n d rock and covered

w i t h a

grass

finish.

It will therefore

blend

into

the s u r r

  • u

n d i n g

terrain.

A

c

  • a

r s e screen

w i l l

be

required upstream

  • f

the

culvert to

reduce the

risk

  • f

blockage. Flow

into

the culvert

i t s e l f will be

controlled using

an

i n l e t

designed to r e g u l a t e

f l

  • ws

without the

need

for moving parts.

H

  • w

will

t h e upstream storage

work?

T

he

f l

  • w

control

w i l l

be designed s u c h

t h a t day-to-day

f l

  • ws

w i l l

b e

unaffected.

The

storage area

w i l l

t h e r e f

  • r

e normally be

d

r y .

I t

is

expected that the s t

  • r

a g e area

will only begin

to

fill once

e v e r y

two

years

  • n

average, w i t h

f u l l

inundation

  • n

an even

less

f r e q u e n t basis.

It will be

designed to e m p t y

quickly i n

a

matter

  • f

hours

  • r

days d e p e n d i n g

  • n

the size

  • f

the

flood

so

that

i t

is

r e a d y

f

  • r

further

rainfall and

minimises the i m p a c t s

  • n

a g r i c u l t u r a l

f i

elds upstream.

Examples

  • f

similar p r

  • j

e c t s

D O

~

/ ~ ~

w

ww.north-ayrshire.gov.uk/UpperGarnockFPS

~ ~ M

~

  • Nonh

Ayrshire C

  • u

n c i l

slide-9
SLIDE 9

'1

=

_

*'

,

~

'~

  • ~~~

~

'i

i

'

c ~~

Low

earth bund landscaped ~

into

surrounding ground .`

\ ~

j.i

,~

~

=

~_'~

  • `

1

~~~~

~

:__

~ .

1

..

'"

1

s'

u

~.

Connell

Court There

is an

existing wall along

the

river's bank,

however

it was

not designed

as a

formal flood defence

wall,

and

its

structural integrity and

foundations are unknown.

An

allowance has therefore been

made

in the

design

to

reinforce the wall using

a low

earth bund to ensure

it

performs

during flood conditions.

,

r ~

~ ~

~,~

  • .

~

;

\

~ Repairs

to river training

= ..:

~ vdall

/scour

protection

~

  • l~

fir.". -~~-~~

~

~~" ~-

~ .~ i'

~~

r

"

~ RaiS' "e'i9R@'er bank with Y

footpath re-aligned

( ~

  • f

~ ~

v~

l /

I

,

1

Paddockholm

Industrial Estate

The

raised ground

  • n

the

river bank

may

  • ffer

some

protection

to the industrial estate, but is not designed for

flood

conditions and has a number

  • f

low spots.

It will be

replaced

with an

embankment and

the

existing river

  • training wall

will be repaired

to prevent scour.

~

_

`

!`~'

? ~ ► t

'

f i r

' "

t ' ~ ~ '

~ ~ M

i n

  • r

s u r f a c e

w

~ s

~

w a t e r m a n a g e m e n t t y

  • r

k s

r

r Y

.

~

° `

`

, *

. r , ~ ~ ; ~ : ~

. c a m

,

C

: ~

; , .

f

J

t :

R _ ~

~

J _

\

~

~ . '

  • ;

~ :

y

K i r k l a n d R

  • a

d

T h e r e r e m a i n s a r i s k

  • f

w a t e r s p i l l i n g

  • u

t

  • f

t h e c h a n n e l a n d

  • n

t

  • V

a l e f i e l d p l a y i n g f i e l d s b e f

  • r

e c r

  • s

s i n g K i r k l a n d R

  • a

d a n d f l

  • w

i n g i n t

  • t

h e f i e l d s t

  • t

h e s

  • u

t h . F l

  • d

i n g r e m a i n s s h a l l

  • w

a n d v e r y f e w p r

  • p

e r t i e s a r e l i k e l y t

  • b

e d i r e c t l y a f f e c t e d b y t h i s w a t e r . T h e r e i s a n e m b a n k m e n t a l

  • n

g t h e r i v e r ' s e d g e w h i c h m a y p r e v e n t s

  • m

e

  • f

t h i s h a p p e n i n g , h o w e v e r i t i s n

  • t

a f

  • r

m a l f l

  • d

d e f e n c e s t r u c t u r e . I t w a s c

  • n

s i d e r e d t h a t m i n

  • r

s u r f a c e w a t e r m a n a g e m e n t m e a s u r e s w

  • u

l d b e m

  • r

e a p p r

  • p

r i a t e t h a n a f l

  • d

e m b a n k m e n t a l

  • n

g t h e r i v e r ( w h i c h c

  • u

l d s i m p l y p a s s

t

h e p r

  • b

l e m f u r t h e r d

  • w

n s t r e a m ) .

slide-10
SLIDE 10

UPPER

G A R N O C K F L O O D

P R O T E C T I O N

S C ►- ~ E M E

1

W H A T M I N O R W O R K S

A R E

N E E D E D ?

G

l e n g a r n

  • c

k

/

P

  • w

g r e e B u r n

G l e n g a r n

  • c

k w

  • u

l d b e n e f i t s i g n i f i c a n t l y f r

  • m

t

h e u p s t r e a m s t

  • r

a g e . H

  • w

e v e r , s

  • m

e a r e a s a r e a l s

  • a

t r i s k

  • f

f l

  • d

i n g f r

  • m

t h e P

  • w

g r e e B u r n . D u e t

  • s

i g n i f i c a n t t e c h n i c a l c h a l l e n g e s ,

i n

c l u d i n g p

  • t

e n t i a l i m p a c t s

  • n

f l

  • d

r i s k t

  • t

h e r a i l w a y , t h e

  • n

l y f e a s i b l e m e a s u r e w a s f

  • u

n d t

  • b

e r e p l a c i n g t h e e x i s t i n g w a l l w i t h a f

  • r

m a l f l

  • d

d e f e n c e w a l l .

C

  • n

t i n u i n g i n v e s t i g a t i o n s

T h i s a v

  • i d

s a n y a d v e r s e i m p a c t s

  • n

f l

  • d

r

i s k t

  • t

h e r a i l w a y . I t i s e s t i m a t e d t h a t t h i s w i l l r e s u l t i n a 1

  • i

n

  • 1

5 y e a r s t a n d a r d

  • f

p r

  • t

e c t i o n

(

t h e s t a n d a r d

  • f

p r

  • t

e c t i o n w i t h

  • u

t t h e w a l l i s l e s s t h a n 1

  • i

n

  • 2

y e a r , s

  • t

h i s i s a s i g n i f i c a n t i m p r

  • v

e m e n t ) .

t

  • a

w w w . n

  • r

t h

  • a

y r s h i r e . g

  • v

. u k / U p p e r G a r n

  • c

k F P S

  • '

/ ~

N

  • r

t h A y r s h i r e C

  • u

n c i l

c ~ R ~ r . , , ~ , n .

; , , ~ ~ , . n n

A

i

~ , ~ r

A = C O M

slide-11
SLIDE 11

UPPER

GARNOCK FLOOD

P R O T E C T I O N

S C h E M E

11 WHAT

IS

PROPOSED F O R D A L R Y

Description

  • f

t h e

w

  • r

k s

Flood wall D1 t y p i c a l s e c t i

  • n

T w

  • walls

are r e q u i r e d to protect

M i l l Park

from

flooding;

  • ne

to cut

  • ff

t h e

  • v

e r l a n d

flow

a c r

  • s

s

~

  • ~

d

path

the

flood lain D1

,and

another to c u t

  • f

f

see a e P

( )

P

9

I ~

  • --"

? ~

a

  • b

e l

  • w

and t h r

  • u

g h the railway

e m b a n k m e n t and

_

_"_

~

~ ~~ ~

!

'

~ , ~

"""~'

maintain

t h e

stability of

t h e

e m b a n k m e n t

( D 2 ) .

Flood

wall

D 1

will be

located along t h e road's

e d g e a n d

will

b e

constructed using s h e e t

  • piled

s e c t i

  • n

s .

I t will

typically be

b e t w e e n

12-1.4

metres a b

  • v

e t h e road

l

e v e l ,

w h i c h

is s i m i l a r

t

  • the

existing

f e n c e

l e v e l .

T h e

finish of

the

wall is yet t

  • b

e a g r e e d .

Flood wall D2

will be

l

  • c

a t e d at t h e t

  • e
  • f

the

existing r a i l w a y

e m b a n k m e n t a n d

will tie into

t h e

e x i s t i n g

w

i n g w a l l s at either e n d .

The

wall

will be b u i l t

u s i n g

s

h e e t

p i l e

sections.

T h e

extent

a n d

finish depends

  • n

further i n v e s t i g a t i

  • n

including

a g r

  • u

n d

i n v e s t i g a t i

  • n

a n d s e e p a g e

a n a l y s i s .

t o 0

www.north-ayrshire.gov.uk/UpperGarnockFPS

  • F

Flood wall D2

t y p i c a l section

~

  • ~

y ~ ~

L„~j,-

i

~

'~'

.._

_-

{

/ ~

North

A y r s h i r e C

  • u

n c i l

A = T O M

slide-12
SLIDE 12

Description

  • f

the works

There

are

a number

  • f

locations

where

services

cross

the flood defence. These

will be

diverted

as necessary

during the construction works.

Works

may

also be required to the existing

drainage system

to

ensure surface water does not

build up

behind the defences.

By

cutting

  • ff

the

natural

flow

path

  • f

water,

more

water

is retained in the river channel.

This

results in increased

flood

levels

  • n

the

floodplain.

Mitigation measures

are proposed

to

address the impacts associated with the

increased

flood levels:

  • Network

Rail—the railway

embankments

will need

to withstand increased flood

pressures

  • The

DSM

factory—parts

  • f

the

site are

low-

lying

  • Scottish Water—the

raised manholes

located

in the

floodplain may

be

subject to

increased

flood risk

  • Scottish Power—the

substation next to

Beith Road

may be

impacted by increased

flood

levels

It

is worth noting that

the

flood wall

will only

i mpact

  • n

flood events

sufficiently extreme to

  • vertop

the road and

build up

against the flood

  • wall. The

frequency

  • f

flooding

  • f

the

fields

surrounding

Mill Park,

as

well as Beith Road, is therefore not affected

by the

scheme. ~

Low-level

embankment ' ~ ►" ' : , ; `

  • R

a i s e e x i s t i n g b

  • n

d

_

~ ~ g

r

  • u

n d r e

  • g

r a d i n g

~

~ ~

~ ~ ~ ,

~ ~

S h o r t s e c t i o n

  • f

w a l l ~

~

  • t
  • t

i e i n t

  • e

x i s t i n g N e w a n d r a i s e d k i o s k "

Y"

`

~ " E x i s t i n g t r a c k ~ G r a n u l a r b e r m s Wa l l w h e r e

~

~

i s

.

~ "

a g a i n s t r a i l w a y ~ s p a c e r e s t r i c t e d

~

+ +

~ _

~

e m b a n k m e n t ~

O

/

2

O

2 1

_

P

  • s

s i b l e w

  • r

k s

O

~

R e

  • a

l i g n e d t

  • s

u b s t a t i o n a n d t r a c k a n d b e l

  • w

r a i s e d S c

  • t

t i s h

,

.

~

.

g r

  • u

n d p i p e

W

a t e r m a n h o l e s

  • \

~

" " ~

~

~

: ~ , g

, ~

; ~

. ~

~

s

e .

F G r a n u l a r b e r m s M i n

  • r

r

  • a

d r e g r a d i n g ' ~ ~ '

~

¢

a g a i n s t r a i l w a y a

t

M i l l P a r k e n t r a n c e ,

  • 1

~ ' ! ~ ' : r . : ~

e m b a n k m e n t

  • .

~

.

  • ~

F l

  • d

w a l l D 1

J

f

.

1

:

~ ~

w

"

' ' ,

~

F l

  • d

w a l l D 2

,

, :

3

S u r f a c e w a t e r

,

~

d r a i n a g e w

  • r

k s ~

, ' t i ~ , ,

a

~

. .

_

~

~ ~ J

slide-13
SLIDE 13

' ~

6i

1 `

., ~

  • __

_

_ _

~ . . ,

_ _~ F

  • t

b r i d g e a t Dennyhohn

W y n d ,

K i l b i r n i a

/ i j l 7

k

i

'

li .

'

' '

l r

` ' ~

~

. . ~

V

a l e f i e l d playing fields,

Glengarnock

W h a t

w i l l we

do

to p r

  • t

e c t the

e n v i r

  • n

m e n t ?

W

e

r e c

  • g

n i s e t h a t there

m a y b e

i m p a c t s a s s

  • c

i a t e d with the

c

  • n

s t r u c t i

  • n

a n d

  • peration of

the

scheme.

T h i s s h

  • u

l d , however, b

e c

  • m

p a r e d

with the p

  • l

l u t i

  • n

a n d d a m a g e caused b y

f l

  • d

i n g .

W

e

will work

with

S E P A

a n d

  • t

h e r s t a k e h

  • l

d e r s t

  • ensure

any

i

m p a c t s a r e minimised s

  • f

a r

a s

is practical.

  • r

~ {-

~,

: . ,~,

.

~

,

c { ° r

G

The works

will be

l i c e n c e d u n d e r the W a t e r E n v i r

  • n

m e n t (

C

  • n

t r

  • l

l e d

A c t i v i t i e s )

( S c

  • t

l a n d ] R e g u l a t i

  • n

s 2 1 1 ,

c

  • m

m

  • n

l y

known

a s

t h e C

  • n

t r

  • l

l e d A c t i v i t i e s R e g u l a t i

  • n

s ,

  • r

C A R .

T h i s would "

  • r

e g u l a t e the

works a n d

i n c l u d e

a n y

conditions

S E P A

imposes

w

h e n

issuing a l i c e n c e .

~ ~ ~

y

i

!

~ r I r , ~ c , . :

,

~

i

. . l

~

r ~, ..

,

, ~ ',`

~

~ ~~~r

~

~
  • .~~1:. +

.;

R

i v e r

Garnock

a t Dalry

!

~ # i ? ~ ~ '

~

~ ~ A ~ : . r ~ " '

S h

  • ~

d d the

scheme

progress to the n e x t s t a g e ,

we

will carry

  • u

t a

~

r a n g e

  • f

environmental surveys. including habitat surveys

a n d

r i v e r

s

urveys, t

  • allow us

t

  • i

d e n t i f y s e n s i t i v e h a b i t a t s

a n d

species.

W e

c a n

then ensure t h e d e s i g n a n d c

  • n

s t r u c t i

  • n

a c t i v i t i e s minimise

t h e

i

m p a c t s

  • n

t h e s e r e c e p t

  • r

s .

How

w i l l

construction

a c t i v i t i e s be

m a n a g e d ?

W

e

will work

with

a l l

a f f e c t e d parties to m i n i m i s e the

i m p a c t s

  • f

the c

  • n

s t r u c t i

  • n

process.

A

C

  • n

s t r u c t i

  • n

E n v i r

  • n

m e n t a l Management

P

l a n

w i l l

b e d e v e l

  • p

e d

prior t

  • c
  • n

s t r u c t i

  • n

. T h i s

will include:

  • Construction

m a n a g e m e n t

plan for noise

a n d d u s t

control

  • Nuisance

m a n a g e m e n t a n d

m i t i g a t i

  • n

plan for n

  • i

s e , dust

a n d

t r a f f i c

  • Surface

w a t e r management a n d control with pollution prevention and control measures

  • Site

waste m a n a g e m e n t procedures a n d

c

  • n

t r

  • l

s

  • Site

e n v i r

  • n

m e n t a l management a n d c

  • n

t r

  • l

s , w i t h s i t e r u l e s

  • Traffic management

a n d

control measures

~~:

~ ~

slide-14
SLIDE 14

UPPER

GARNOCK FLOOD

PROTECTION

SChtME

1

4

WHERE ARE

WE

IN

THE PROCESS

OF

DEVELOPING

A

FLOOD SCHEME?

~FFINF THE

PRnBl.FM

IDENTIFY

OPTIONS

INITIAL CONSUL7AIIDN

DETAILED

INVESilGR710N5

DEVELOP

OPTIONS APPRAISAL Of OPTIONS

ti/"I.

f

f. f f

RII fNR(n GCHEME

corvsui innoN

s

  • -•-••--~-~

WHERE WE ARE TODAY

ON-GOING

................................................................................:

.

......................................................................................................................................................................................................................................

RESOLUTION OF

OBJECTIONS /MINISTERIAL CALL-!NAND PUBLIC LOCAL INQUIRY/ COUNCIL HEARING

~

~c

~ .

iT._

IF

O&/ECTOR

IS LISTED IN

7HE ACT

❑ ❑■

~~~~

www.north-ayrshire.gov.uk/UpperGarnockFPS

~~M

~

'

North Ayrshire Council

slide-15
SLIDE 15

Feedback

We

are keen

to hear

from as

many

people

as

possible, either

by speaking

to

a member

  • f
  • ur

staff today,

completing the

questionnaire

  • r

using the contact details

shown

  • n

this page.

We

will accept

feedback

until

the 7th of February.

We

will

consider

all feedback

and respond

to

any

queries you

may

have as

we

finalise

the

scheme

before

we

publish

it as

part

  • f

the notification process.

Please

note that submitting feedback

now does

not constitute

a formal

  • bjection

to the

scheme.

This should

  • nly be

done f

  • llowing

Scheme

Notification as

described below.

Scheme

Notification

Y

  • ur

involvement

in

the consultation process

will help

to develop the final

scheme we

will put

forward. After the consultation period,

we

will seek

planning permission through the Flood Risk

Management

(Scotland) Act 2009. This

means we

will publish

the

f

inal scheme

and

notify key

stakeholders

and

affected parties.

There

will then be

a 28-day

period within which

  • bjections may

be made.

The

final scheme

documents

will be

made

available for public

viewing

in person

and

  • n

the council website (www.north-

ayrshire.gov.

uk/U pperGarnockFPS).

How do

I make

an

  • bjection?

Any

person may

  • bject

to the

scheme

after

the

start

  • f

the

28 day

period.

If

there are

any

  • utstanding

issues which have not been resolved following the consultation process,

this

will be

the

  • pportunity

to formally

  • bject.

If you

would

like

to make

an

  • bjection,

it should be

made

in writing and

include your name

and address,

along with the reason for your

  • bjection.

Objections

made

by electronic means (e.g. email) are

acceptable and

will be

treated

as

being

in writing.

The

contact details for

  • bjections

are

shown

  • n

the

right.

If

no

  • bjections

are received

If

no

  • bjections

are received, North Ayrshire Council

will

either confirm or

reject

the proposed

scheme.

If

  • bjections

are received

If

valid objections

are received, North Ayrshire Council

will

make

a

preliminary decision to:

a

)

confirm the proposed

scheme

without modifications,

b

)

confirm the proposed

scheme

with modifications,

  • r

c

)

reject

the proposed

scheme

Depending

  • n

the nature

  • f

the

  • bjection,

the

scheme may be

taken to a

public inquiry

  • r

a

local authority hearing.

This

will be

followed by

a

final decision.

Appeals

and commencement

  • f

scheme

If

confirmed, there would be

a

six

6-week

period within which

appeals can be made.

Details

will be

made

available

  • f

the appeals process at a

later

stage.

. ..and then?

North Ayrshire

Council

will need

to apply for funding for the

scheme. The

Scottish Government

has not

yet released

details

  • f

the funding process, however funding

will not

be

made

available before the

end

  • f

2015.

Upon a

successful funding application, detailed design

and site investigations can commence

to prepare the

scheme

for

construction.

Contact T

el: 01294

310 000

Email:

floodmitigation@north-ayrshire.gov.uk

Roads

and

Transportation

North Ayrshire

Council

Perceton House

Irvine

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