LO

AD

BA

Y

SE

GM

EN

T S

TO

RA

GE

ADDITIONAL SEGMENT STORE.

GROUT

EQUIPMENT

GOXHILL

AGI

SILOS

GANTRY CRANE

(OR TWO CRAWLER CRANES)

RUNNING TRACK FOR

PIPE INSTALLATION

AND COFFERDAM

5.5

00m

3 T

OP

SO

IL S

TO

RA

GE

14,6

00m

3 T

OP

SO

IL S

TO

RA

GE

8m

W

IDE

RU

NN

ING

TR

AC

K F

OR

PIP

E S

TR

ING

ING

34,000m3 SUBSOIL BUND

FOR COFFERDAM

EXCAVATION

42,000m3 TOP SOIL STORAGE

8m

W

IDE

RU

NN

ING

TR

AC

K F

OR

PIP

E S

TR

ING

ING

STORAGE AREA FOR

PIPE STRINGIN

G

OPERATIONS

8m

W

IDE

HA

UL R

OA

D

8m

W

IDE

HA

UL R

OA

D

PROJECT OFFIC

ES

AND WELFARE (L

OCATED ON A

RAISED PLATFORM A MIN

IMUM O

F

3.4 AOD FOR FLOOD PROTECTION)

ARISINGS STORAGE

AND LOADING AREA

CAR PARKING

WASTE AREA (SKIPS

AND BIN

S)

15,9

00m

3 T

OP

SO

IL S

TO

RA

GE

15,8

00m

3 T

OP

SO

IL S

TO

RA

GE

7,7

00m

3 T

OP

SO

IL S

TO

RA

GE

2,2

00m

3 T

OP

SO

IL

ST

OR

AG

E

STOPPLE AND

BYPASS PIT

28,0

00m

3 T

O

P S

O

IL S

TO

RA

G

E

23,9

00m

3

TU

NN

EL A

RIS

ING

S

ST

OR

AG

E

24,5

00m

3 T

OP

SO

IL S

TO

RA

GE

25,9

00m

3

TU

NN

EL A

RIS

ING

S

ST

OR

AG

E

20,8

00m

3

TU

NN

EL A

RIS

ING

S

ST

OR

AG

E

14,6

00m

3

TU

NN

EL A

RIS

ING

S

ST

OR

AG

E

16,4

00m

3

TU

NN

EL A

RIS

ING

S

ST

OR

AG

E

SURFACE AND

DE-WATERIN

G

MANAGEMENT

AREA

SITE

ENTRANCE

SITE EXIT

DR

IVE

PIT

GENERATOR COMPOUND (L

OCATED ON A R

AISED PLATFORM A

MINIM

UM OF 3.4m AOD FOR FLOOD PROTECTIO

N)

DITCH

CROSSING

DITCH

CROSSING

1

2

3

4

5

6

7

8

9

11

10

12

13

14

15

16

17

18

19

20

21

22

23

WORKSHOPS, ELECTRIC

AL ETC (LOCATED O

N A RAISED

PLATFORM A MIN

IMUM O

F 3.4m AOD FOR FLOOD PROTECTION)

SPARES

RAIL STORE

QUARANTINE AREA

DITCH

CROSSING

.

.

GENERATOR COMPOUND A

ND

SEPTIC TANK (L

OCATED ON A

RAISED PLATFORM A MINIM

UM

OF 3.4 AOD FOR FLOOD

PROTECTION)

PIP

E D

UM

P

HYDROTEST EXCLUSION ZONE.

100m RADIUS FROM END OF OUTER

PIPE STRINGS.

23000

22000

750m

3 P

ILLO

W

TA

NK

SU

B S

OIL

BU

ND

EQ

UIP

ME

NT

AN

D

PU

MP

AR

EA

HYDROTEST

EXCLUSION ZONE.

100m RADIUS FROM

END OF OUTER PIPE

STRINGS.

SURFACE AND

DE-WATERIN

G

MANAGEMENT AREA

SU

RF

AC

E A

ND

DE

-W

AT

ER

IN

G

MA

NA

GE

ME

NT

A

RE

A

HYDROTEST

WATER A

REA

SETTLEMENT /

SLURRY TANKS

FILTER PRESS

3,600m3 TOP SOIL

STORAGE BUND

3,600m3 SUB SOIL

STORAGE BUND

19,8

00m

3 T

OP

SO

IL B

UN

D

.

T

OP

SO

IL B

UN

D

DITCH

CROSSING

TRAFFIC

WARDEN

.

TRAFFIC

WARDEN

Running Track

Running Track

Access . Egress

Running Track

R

u

n

n

i

n

g

T

r

a

c

k

Running T

rack

A

c

c

e

s

s

.

E

g

r

e

s

s

Demarcation Fencing

Demarcation Fencing

Ditch Top Of Bank

Ditch Top Of Bank

Ditch Top Of Bank

P

r

o

p

o

s

e

d

1

0

5

0

N

B

P

i

p

e

l

i

n

e

F

r

o

m

P

a

u

l

l

A

G

I

Existing 1050NB Feeder 9 From Paull AGI

Existing 1050NB Feeder 9

GOXHILL

AGI

S

p

o

i

l

S

t

o

r

a

g

e

P

ip

e

C

r

o

s

s

in

g

P

r

o

te

c

tio

n

D

itc

h

M

a

y

N

e

e

d

F

lu

m

in

g

,

C

o

n

tr

a

c

to

r

T

o

A

s

s

e

s

s

A

t

T

im

e

O

f C

o

n

s

tr

u

c

tio

n

Pipe Crossing

Protection

IP17

45° SBR

IP16

5⅝

° SBR

IP18

Connection

Working Platform

Working Platform

Working Platform

Working Platform

HELICOPTER

PAD

6,600m

3 T

OP

S

OIL S

TO

RA

GE

H

750m

3 P

ILLO

W

TA

NK

750m

3 P

ILLO

W

TA

NK

750m

3 P

ILLO

W

TA

NK

750m

3 P

ILLO

W

TA

NK

750m

3 P

ILLO

W

TA

NK

750m

3 P

ILLO

W

TA

NK

PIPE STORAGE AREA

.

VEHICLE C

HECK/HOLDIN

G POINT

TU

NN

EL A

LIG

NM

EN

T

EA

ST

M

AR

SH

R

OA

D

2

3

5

6

7

8

9

1

0

1

1

1

2

1

3

1

4

1

5

OPERATIONS CABINS

DE-SANDING AND

DE-SILTING

C

H

A

P

E

L

F

I

E

L

D

R

O

A

D

INDICATIVE LOCATION OF

FLOOD PROTECTION (A

MINIMUM OF 3.4m AOD FOR

FLOOD PROTECTION)

TRAFFIC

WARDEN

ADDITIONAL

LAYDOWN AREA

AND LORRY PARK

East Marsh

Paull Holme

Strays

1

2

3

4

5

6

7

8

10

11

13

3

DRAWING NO.

DRAWN

SCALE

ISSUE

TITLE

CHECKED

ORIG SIZE

PROJECT

REVISION

APPROVED

DATE

CLIENT

WARRINGTON OFFICE

6 Bowood Court, Calver Rd, Warrington, WA2 8QZ

T 01925 418333 F 01925 418800

www.capita.co.uk/property

Capita Property and Infrastructure Ltd

BIRMINGHAM OFFICE

Eleven Brindleyplace, 2 Brunswick Square,

Birmingham, B1 2LP

T 0121 423 6060 F 0121 423 6065

EDINBURGH OFFICE

2nd Floor, Elder House, Multrees Walk,

Edinburgh, EH1 3DX

T 0131 460 1200 F 0131 460 1201

Utilities and Industrial

DO NOT SCALE. IF IN DOUBT ASK. ALL DIMENSIONS IN METRES UNLESS OTHERWISE STATED.

12

34

56

78

91

0

A B C D E G H J K L M

A1

SHEET

RIVER HUMBER

GAS PIPELINE REPLACEMENT PROJECT

INDICATIVE GOXHILL SITE LAYOUT

FIGURE 2.4 B

03

1 : 20001 of 1

JN KB NH

12 OCT 15

REFERENCE

KEY PLAN

HUMBER ESTUARY

GOXHILL

PAULL

GOXHILL COMPOUND

A DCO ISSUE JN KB NH 07 APR 15

Close Board Fencing

Legend.

Water management area

Tunnel arisings storage

3m Topsoil Bund

Lighting position

Direction of Lighting

Gantry crane.

Note: Gantry crane can

travel. Lights 15 and 16

pointing down.

Ditch crossing

4m Subsoil Bund

Hardstanding

Tunnel Alignment & New Feeder 9

Security

Heras Fencing

FIR TREE FARM

SPRING FARM

MARSHLANDS COTTAGE

Pipeline crossingPipe Storage Area

Sub Soil

Car Parking Spaces

Helicopter Pad

Proposed Pipeline

from Paull AGI

H

B POST SUBMISSION CHANGES JN KB NH 23 SEP 15

Bird Survey

Field Numbers

Refer to DCO Ref No. 2.2A

for field boundaries

Cathodic Protection

Kiosk Area

B UPDATE AS REQUESTED BY THE EXA JN KB NH 12 OCT 15