Contact Us: National Customer Contact Centre, PO Box 544, Rotherham, S60 1BY. Tel: 03708 506 506 (Mon-Fri 8-6). Email: [email protected]
1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain1% (1 in 100 year) floodplain
0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain0.1% (1 in 1000 year) floodplain
Main RiverMain RiverMain RiverMain RiverMain RiverMain RiverMain RiverMain RiverMain River
Bank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning ToolBank Top ePlanning Tool
A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.
Contact Us: National Customer Contact Centre, PO Box 544, Rotherham, S60 1BY. Tel: 03708 506 506 (Mon-Fri 8-6). Email: [email protected]
Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Source: Matlock and Belper SFRM,Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011Capita Symonds, March 2011
Modelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and ReferenceModelled Node Location and Reference
1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent1 in 50 year Modelled Extent
1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent1 in 75 year Modelled Extent
1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent1 in 100 year Modelled Extent
1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent1 in 200 year Modelled Extent
A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be A Strategic Flood Risk Assessment may be available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for available, providing further information for this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning this site. Please contact your Local Planning Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will Authority to access this information as it will need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk need to be considered within any Flood Risk Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.Assessment submission.
E6985 The following information, including the modelled extents mapping, has been produced including the effect of any local
defences.
Node point reference Location
2% (1 in 50 year) modelled level (mAOD)
1.33% (1 in 75 year) modelled level (mAOD)
1% (1 in 100 year) modelled level (mAOD)
DE094 SK 34378 48091 62.79 62.85 62.88 BM-00167 SK 34456 47981 62.37 62.44 62.47 BM-00000 SK 34293 47998 62.37 62.44 62.48 DE093I6 SK 34251 47815 62.26 62.34 62.39 DE093 SK 34187 47655 62.23 62.31 62.36 Source: Matlock and Belper SFRM, Capita Symonds, March 2011 (Environment Agency 2013 update)
Node point reference Location
0.5% (1 in 200 year) modelled level (mAOD)
1% + 20% flow (1 in 100 year plus climate change) modelled level (mAOD)
DE094 SK 34378 48091 63.20 63.31 BM-00167 SK 34456 47981 62.82 62.94 BM-00000 SK 34293 47998 62.82 62.95 DE093I6 SK 34251 47815 62.78 62.91 DE093 SK 34187 47655 62.76 62.90 Source: Matlock and Belper SFRM, Capita Symonds, March 2011 (Environment Agency 2013 update)
E6985 Historic Information Map Reference
Flood Event Code Name Start Date End Date Source of Flooding
Cause of Flooding
1947 03412FEG011947 Derwent 1947 January 1947 January 1947 main river channel capacity exceeded
1960 EA034_FEG_4080_DEC1960 Derwent Belper Dec 1960
01/12/1960 31/12/1960 main river channel capacity exceeded
1965 EA034_FEG_4080_DEC1965 EA034_FEG_4080_1965
Derwent December 1965 1965 Derwent, Duffield, & Milford
December 1965
December 1965
main river channel capacity exceeded
E6985 Defence Information There are no Environment Agency maintained raised defences in the area.
NODE:-MODELLED FLOOD LEVELS50 YEAR100 YEAR100 YEAR +CC
DE093
62.2362.3662.90
OVERLAND FLOOD FLOW ROUTE
EXISTING SURFACE WATER SEWERS
A6 BR
IDG
E STREET
RIVE
R D
ERW
ENT
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
IC
Re
Re
Re
DP
Post
Post
Post
Post
Post
Post
Post
Post
Post
Post
Post
Post
PostPost
Post
Post
Post
Post
Post
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Sp
Tp
Tp
PInv
WL
THL
THL
THL
THL
Boll
Boll
BollBoll
BollBoll
BollBoll
Boll
Boll
Boll
Boll
Boll
BollBollBoll
BollBoll
BollBoll
Boll
Boll
Boll
Boll
BollBollBoll
Stmp
Stmp
Stmp
Sap
E:
E:
E:
E:
E:
E:
E:
E:
E:
R:
R:
R:
R:
R:
R:
R:
R:
R:
Bush
MR161.535
MR2
MR3
MR4
MR5
MR6
MR7
MR8 MR9
347620N 347620N
347640N 347640N
347660N 347660N
347680N 347680N
347700N 347700N
347720N 347720N
347740N 347740N
347760N 347760N
347780N 347780N
347800N 347800N
347820N 347820N
347840N 347840N
347860N 347860N
347880N 347880N
347900N 347900N
347920N 347920N
347940N 347940N
347960N 347960N
347980N 347980N434260E
434280E
434300E
434320E
434340E
434360E
434380E
434400E
434420E
434440E
434460E
434480E
434500E
434520E
434540E
434560E
434580E
434600E
434620E
434640E
434660E
61.33
61.18
61.36
61.18
61.16
61.03
60.90
60.61
60.69
60.97
60.97
60.79
61.02
60.83
60.71
60.70
60.65
60.58
60.49
60.5
1
60.43
60.4
2
60.4
5
60.4
3
60.4
5
60.47
60.46
60.51
60.52
60.55
60.58
60.51
60.58
60.6
5
60.50
60.46
60.45
60.51
60.46
60.57
60.58
60.50
60.49
60.53
60.6260.64
60.73
60.89
61.03
60.92
60.84
60.4
5
60.4
8
60.4
3
60.4
4
60.40
60.50
60.42
60.29
60.22
60.23
60.41
60.29
60.27
60.30
60.41
60.39
60.40
60.31
60.30
60.40
60.3
3 60.33
60.32
60.33
60.37
60.50
60.6
3
60.95
61.01
61.03 61.13
61.1
561
.18
61.1
5
61.08
61.04
61.01
60.82
60.69
60.32
60.53
60.47
60.50
60.59
60.51
60.2
1
60.28
60.42
60.42
60.40
60.41
60.29
60.32 60.34
60.86
60.88
60.45
60.6160.83
60.6
0
66.78
64.03
63.60
65.74
60.53
60.60
60.70
60.84
60.9
1
61.05
60.90
60.74
60.93
60.90
60.64
60.65
60.82
60.76
60.57
60.60
60.52
60.58
60.60
60.71
60.79
60.88
60.8
4
60.73
60.70
60.64
60.54
60.49
60.43
60.37
60.41
60.31
60.73
60.86
60.91
60.98
61.14
61.10
58.22
58.3959.31
60.8
160
.65
60.9
5
60.9
6
60.9
7 61.0
0
60.6
2
60.6
5
61.0
761
.09
61.0
1 61.0
1
60.6
3
60.43
60.6
2
61.1
3
61.0
8
61.2
861
.28 60
.54
60.5
8
61.2
6
61.2
9
61.0
4
60.97
61.12
60.66
60.53
60.50
61.0860.87
60.7860.85
60.35
60.37
60.82
60.69
60.70
60.70
60.25
60.2360.30
60.77
60.53
60.70
60.58
60.57
60.2
2
60.2
3
60.2
4
60.2
4
60.29
60.29
60.35
60.39
60.44
60.50
60.72
60.5
5
60.5
4
60.5
5
60.5
5
60.5
6
60.5
6
60.50
60.48
60.43
60.37
60.32
60.29
60.13
60.24
60.20
60.21
60.2
4
60.21
60.23
60.2
4
60.23
60.22
60.2
5
60.22
60.2
4
60.21
60.2
5
60.2
5
60.17
60.2
5
60.2
3
60.24
60.2
6
60.20
60.2
4
60.2
5
60.2
3
60.2
5
60.2
560
.24
60.2
4
60.25
60.31
60.36
60.43
60.49
60.54
60.5
5
60.5
4
60.5
5
60.5
5
60.5
5
60.5
5
60.5
5
60.55
60.49
60.43
60.37
60.31
60.2
4
60.2
4
60.2
5
60.2
4
60.2
4
60.2
4
60.2
4
60.24
60.30
60.38
60.45
60.51
60.5
1
60.5
1
60.5
1
60.5
1
60.5
1
60.5
1
60.5
1
60.51
60.46
60.37
60.30
60.24
60.2
4
60.2
4
60.2
4
60.29
60.30
60.2860.3160.37
60.36
60.41
60.44
60.43
60.45
60.43
60.37
60.31
60.28
60.30
60.29
60.31
60.36
60.37
60.4260.44
60.43
60.46
60.36
60.38
60.3
8
60.4
3
60.4
6
60.2
6
60.2
5
60.2
560
.23
60.32
60.35
60.49
60.5
2
60.60
60.5
2
60.6
5 60.3
5
60.4
160.7
1
60.4
7
60.3
5
60.4
4
60.4
1
60.3
5
60.3
3
60.46
60.3
760.3
9
60.54
60.50
60.58
60.50
60.45
60.48
60.55
61.14
61.22
61.93
63.42
63.93
62.79
63.70
64.15
63.48
62.87
61.50
60.91
61.86
62.09
62.66
62.35
60.85
60.38
60.6160.80
60.57
60.51
60.53
60.47
60.42
60.39
60.27
60.31
60.2
1
60.2
3
60.2
9
60.3
9
60.4
1
60.4
7
60.6
6
60.68
75.29
71.75
71.66
75.19
70.23
68.37
67.86
69.91
65.97
65.94
66.0
266
.05
66.1
766
.20
66.2
066
.31
66.3
166
.06
66.25
66.00
66.05
65.9065.66
65.1664.72
65.31
65.2565.14
65.26
65.2
5
64.50
64.72
64.70
65.14
61.01
61.55
61.84
62.20
62.6264.17
64.14 65.24
65.35
66.08
66.04
70.89
71.98
65.27
64.13
63.66
63.66
65.30
65.3164.46
65.18
65.04
63.67
63.26
62.54
62.30
62.33
62.23
62.25
62.53
62.88
63.23
63.21
63.70
63.70
63.72
65.3
165
.77
65.79
66.25
66.54
66.26
66.65
66.51
66.35
66.05
65.73
65.92
65.60
65.96
66.26 66.52
66.37
66.38
65.98
66.49
65.8265.52
65.24
65.38
66.27
66.34 66.40
66.2866.27
66.30
66.30
66.19
66.24
65.66
65.67
65.76
65.5965.54
65.62
66.32
65.83
66.3
0
66.16
65.71
65.75
66.2
1
66.35
66.31
66.40
66.54
66.4366.36
66.56
66.56
66.6066.56
66.44
66.43
66.72
66.84
66.66
66.74
66.67
66.94
66.69
66.65
66.99
66.54
66.80
72.32
77.21
71.2869.67
61.18
61.18
60.80
66.02
60.77
60.71
60.24
60.5
4
65.2
6
65.69
62.92
62.54
G=3.2mTCL=79.89
D
G=0.3m
Con
tain
er
Tank
Security Fence 2m high
Cover
Tarmac
Pane
l Fen
ce1.
6m h
igh
P\Rail Fence1.25m high
G=MG
TCL=67.43
Duct
Dug
out
Goals
G=MG
TCL=69.12
C r
i c k
e t
N e
t s
Security Fence1.9m high
Panel Fence
1.25m high
G=1.6mTCL=77.98
Security Fence
2.5m high
Panel Fence1.2m high
Bench
P\R
ail Fence1.2m
high
S w i n g s
Wall1.1m high
Track
Track
G=MG
G=MG
P\Rail Fence1.2m high
1.8
Wall 1.9m high
Track
Track
Panel Fence1.7m high
Panel Fence1.7m high
0.3Ø
P\Rail Fence1.25m high
P\R
ail F
ence
1.05
m h
igh
P\R
ail F
ence
1.05
m h
igh
P\R
ail F
ence
1.05
m h
igh
P\Rail Fence1.05m high
P\Rail Fence1.05m high
OverheadCable Level=67.14
OverheadCable Level=67.58
Ove
rhea
dC
able
Lev
el=
67.0
4
G=0.5mTCL=66.93
G=1.1mTCL=72.14
G=2.4mTCL=67.75
G=2.4mTCL=69.41
G=1.3mTCL=68.76
G=MG
SyntheticSurface
C a b i n
Path
Shelter
SyntheticSurface
SyntheticSurface
SyntheticSurface
IC
Concrete
Con
cret
e
SyntheticSurface
P\Rail Fence1.25m high
IC
IC
IC
IC
IC
ControlBox
Sign
G=2.2mTCL=71.10
Grass
Grass
Secu
rity
Fenc
e 2.
8m h
igh
Tarmac
TennisCourt
TennisCourt
Net
SyntheticSurface
SyntheticSurface
Secu
rity
Fenc
e 3.
0m h
igh
IC
IC
IC
Dug
out
IC
IC
IC
SyntheticSurface
SyntheticSurface
SyntheticSurface
SyntheticSurface
Goals
B r i c k P a v e d
B r i
c k
P a
v e
d
B r i
c k
P a
v e
d
B r i c k P a v e d
B r i
c k
P a
v e
d
Rai
lings
1m
hig
h
Rai
lings
1m
hig
h
Security Fence 3.0m high
Secu
rity
Fenc
e 3.
0m h
igh
Secu
rity
Fenc
e 3.
0m h
igh
Security Fence 3.0m high
Secu
rity
Fenc
e 3.
0m h
igh
S a f e t y N e t
G=2.0mTCL=73.85
Security Fence1.9m high
Security Fence2.5m high
Secu
rity
Fenc
e1.
9m h
igh
C r
i c k
e t
N e
t s
G=2.0mTCL=71.88
Bench
Bench
G=1.8mTCL=71.37
G=1.6mTCL=71.99
G=1.6mTCL=74.03
Panel Fence1.2m high
Panel Fence1.2m high
Panel Fence1.2m high
Security Fence2.5m high
Security Fence2.5m high
Security Fence
2.4m high
Security Fence
2.4m high
Hedge1.2m high
P\R
ail F
ence
1.2m
hig
h
Hedge1.2m high
G=0.7mTCL=71.71
G=1.8mTCL=76.50
G=MG
G=0.9mTCL=75.90
G=0.9mTCL=77.68
G=1.4mTCL=77.41
G=1.0mTCL=77.45
G=0.4m G=
MG G=MG
G=0.3m
G=0.8mTCL=77.01
G=0.6m
G=1.0mTCL=77.97
G=1.0mTCL=78.48
G=0.8mTCL=78.48
G=0.9mTCL=76.89
G=1.0mTCL=73.77
Ram
p
Toilets
G=MG
TCL=73.30
G=MG
TCL=76.82
G=0.6mTCL=70.71
G=MG
TCL=65.79
G=2.4mTCL=74.32
Railings0.9m high
TrackTrack
Tarmac
Wall
1.3m high
Wall
1.75m high
Wall
2.3m high
G r a s s
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
Car - Parking
G=MG
G=MG
G=0.9m
G=MG
G=MG
G=1.6m
G=2.0m
G=MG
P\Rail Fence
1.2m high
G=MG
G=MG
G=MG
G=0.9m
G=1.4m
G=0.4m
G=MG
G=0.4m
G=MG
G=MG
G=1.0m
G=1.6m
G=MG
G=1.0m
G=1.2mTCL=81.52
G=MG
TCL=82.87
Steps
Tarmac
Bushes
Bushes
Bushes
G=1.2mTCL=82.19
G=1.0mTCL=79.43
G=1.0mTCL=78.38
G=MG
TCL=83.15
G r a s s
G r a s sG r a s s
G=1.0mTCL=80.70
G=1.4m
G=MG
TCL=78.07
G=0.8m
G=MG
G=MG
G=1.0m
G=MG
G=2.0m
G=1.8mTCL=81.72
G=1.2m
G=MG
G=1.5mTCL=86.91
G=MG
G=MG
G=MG
G=1.5m
G r a s s
G r a s s
Path
G=MG
G=0.4m
G=0.3m
G=2.4mTCL=83.39
G=1.0mTCL=80.32
Canopy
G=1.0mTCL=68.22
G r a s s
G r a s s
IC
G=2.8mTCL=85.40
IC
G=1.0m
G=MG
63.94
63.6
063
.60
63.37
63.4763.27
63.21
63.13
63.04
63.5
5
63.4863.16
63.14
62.92
62.87
62.67
62.52
62.49
62.4862.52
62.5
9
62.6262.66
62.63
62.6062.42
62.40
62.55
62.84
62.85
63.06 63.39
63.21
63.02
63.10
63.48
63.42
63.10
63.02
62.96
63.24
63.41
63.33
63.26
63.20
63.23
63.12
63.22
63.06
62.92
62.84
62.84
62.88
62.91
62.69
62.65
62.7
0
62.6
6
62.68
62.82
62.96
63.08
63.13
63.2063.36
63.4
6
63.3
8
63.4
7
63.29
63.36
63.3
7
63.3
8
63.3
9
63.40
63.5
1
63.5
1
63.4
9
63.3
9
63.42
63.33
63.4
1
63.4
7
63.5
7
63.5
2
63.4
8
63.44
63.3
7
63.29
63.25
63.33
63.3
3
63.3
1
63.1
563
.24
63.2
6
63.12
63.24
63.27
63.27
63.3
5
63.4
1
63.42
63.4
963
.59
63.7
063.69
63.5
2
63.38
63.35
63.2
6
63.23
63.2
4
63.27
63.53
63.50
63.42
63.34
63.52
63.46
63.33
63.23
63.20
63.24
63.27
63.24
63.26
63.48
63.77
63.77
63.44
63.6
4
63.30
63.26
63.07
63.02
62.95
62.8262.79
62.68
62.46
62.34
62.33
62.32
62.33
62.45
62.55
62.56
62.50
62.50
62.5662.62
62.74
62.69
62.86
62.8362.87
63.31
63.41
63.19
63.34
63.53
63.5
9
63.8
1
63.15
63.1
5
63.07
62.99
63.07
63.12
62.89
62.86
62.80
62.7162.64
62.58
62.53
62.55
62.55
62.53
62.51
62.48
62.41
62.56
62.57
62.58
62.49
62.35
62.31
62.23
62.36
62.32
62.58
62.29
62.26
62.3262.24
62.25
62.14
62.25
62.11
62.1462.03
61.95
61.88
61.9061.90
62.36
62.26
62.32
62.50
62.08
62.76
62.56
62.45
62.44
62.44
62.40
61.84
61.83
61.82
61.92
61.7161.76
61.72
61.82
61.91
61.84
62.0662.55
61.24
61.2761.28
61.26
61.38
61.41
61.34
61.2761.28
61.14
61.16
61.12
61.18
61.59
61.09
61.06
61.14
61.07
61.12
61.11
61.0661.04
61.09
61.1661.20
61.05
60.95
61.13
61.17
61.2161.23
61.17
61.17
61.59
61.69
61.5461.24
61.46
60.46
60.65
60.80
60.81
60.76
60.65
60.34
60.46
61.46
61.51
61.60
61.1661.14
61.60
60.67
60.73
61.01
61.11 60.87
60.8961.10
61.17
60.91
60.88
61.2261.18
60.80
60.70
61.01
61.2
4
60.43
60.45
60.90
60.89
60.98
60.95
60.84
60.95
60.93
60.93
60.83
60.58
60.73
60.88
61.06
61.04
61.0
1
60.8
8
60.9
1
61.0
0
61.0
7
61.1
5
61.2
0
61.30
62.18
62.0
4
62.0
3
62.5
6
62.2
1
61.69
61.16
61.18
61.80
61.61
65.15
64.45
64.27
65.69
65.58 65.72
65.92
65.93
66.00
66.07
66.19
66.27
66.24
66.02
65.97
65.82
66.45
66.37
66.1
666
.27
66.1566.16
66.23
66.19
66.18
66.39
66.36
66.1966.34
66.28
66.27
66.37
66.37
66.38
66.42
66.43
66.54
66.27
66.27
66.1666.19
63.75
63.62
63.73
63.42
62.9463.0
3
63.10
63.15
63.32
62.58
62.45
62.45
62.44
62.45
62.66
62.65
62.63
62.60
62.53
63.03
62.97
62.77
62.66
62.62
62.69
62.68
63.72
63.72
63.51
63.56
63.48
63.25
63.17
63.09
63.02
62.72
62.73
62.75
62.89
63.03
63.15
63.19
62.81
62.93
66.10
66.18
66.26
66.37
66.53
66.48
66.47
66.30
65.89
62.21
61.99
61.92 62.14 62.34 62.70
62.69
62.4362.3162.17
63.03
62.94
63.23
63.14
63.0862.6462.1761.9761.9061.66
61.83
61.69
61.65
61.79
61.77
61.49
61.50
61.51
61.59
62.1961.9961.89
61.6961.70
61.41
61.43
61.49
61.46
61.3
9
61.31
61.40
61.2
9
61.2
0
61.14
61.18
61.21
61.2
2
61.2
3
61.2
8
61.2
5
61.28
61.30
61.43
61.3
7
61.48
61.4
1
61.3
5
61.1
7
61.3
2
61.34
61.23
61.29
61.27
61.2
5
61.0
9
61.23
60.52
60.52
60.59
60.66
60.58
60.5
1
60.4
7
60.66
60.93
60.95
60.62
60.4
1
60.53
60.54
60.63
60.7960.80
60.73
60.5
2
60.4
9
60.51
60.4
1
60.4
1
60.50
60.47
60.46
60.41
60.52
60.53
60.47
60.5
5
60.56
60.55
60.56
60.51
60.53
60.54
60.54
60.55
60.51
60.56
60.58
60.56
60.56
60.54
60.52
60.51
60.51
60.48
60.50
60.5260.51
60.56
60.55
60.53
60.53
60.54
60.54
60.56
61.2
7
61.1
9
60.96
60.97
61.0360.86
61.23
61.3
7
60.98
63.41
62.35
61.30
61.0461.10
61.84
62.97
64.30
64.1465.29
63.75
63.62
62.93
62.92
62.55
62.84
63.22
64.52
65.30
65.2
6
65.23
65.2
3
65.27
65.07
64.53
64.16
64.13
64.1
7
64.1
664.13
64.1
4
63.89
64.12 64.18
63.9
3
63.8
7
63.5
9
63.5
2
60.48
60.83
62.8
8
62.98
63.47
64.76
63.98
60.45
60.50
60.46
60.45
60.53
60.54
60.59
60.59
60.46
60.4
0
60.3
8
60.54
60.54
60.5860.60
60.53
60.5560.45
60.44
60.36
60.66
60.71
60.71
60.68
60.30
60.33
60.34
60.29
60.41
60.64
61.36
60.68
60.62
60.45
60.34
60.31
60.35
60.27
60.29
60.30
60.32
60.35
60.40
60.47
60.54
60.94
62.18
63.93
62.13
60.87
60.49
60.40
60.39
60.36
60.25
60.26
60.25
60.28
60.37
60.42
60.40
60.43
60.73
62.52
63.95
62.03
60.60
60.52
60.32
60.35
60.30
60.26
60.23
60.18
60.30
60.30
60.37
60.34
60.57
60.66
61.98
61.98
60.81
60.37
60.30
60.38
60.30
60.15
60.20
60.40
60.39
60.33
60.35
60.58
65.33
65.72
66.2
865.79
65.72 65.72
65.8
4
65.92
65.72
65.37
64.88
64.79
64.96
65.2865.42
65.60
65.2
7
65.28 65.5465.28
65.50
65.81
65.8
2 65.8
3
65.84
65.74
65.67
65.48
65.25
65.22
65.24
65.26
64.85
64.18 64.17
65.2464.72
65.73
65.82
65.1
9
61.50
61.51
61.69
61.91
61.55
61.56
61.48
61.59
61.54
61.68
61.04
61.08
61.15
61.5
9
61.1
6
61.2
4
61.6
9
61.39
61.38
61.22
61.14
61.03
61.10
60.88
60.99
61.00
61.05
60.91
60.95
60.86
61.32
61.32
61.20
61.01
61.02
61.00
61.11
61.2
6
61.2
0
61.00
60.88
60.97
61.03
60.92
61.80
60.20
65.26
61.1
5
61.1
9
61.1
0
60.9
5
60.8
9
60.85
61.05
60.63
ARISTOCMILL
A6(T) NORTH
TOW
ARDS MATLO
CK
60.3060.45
60.3260.49 63
.15
62.71
62.93
63.81
65.83 65.85
65.89
65.93
65.89
66.15
66.3
8
66.30
66.19
66.2
1
60.41
60.47
66.34
60.42
61.02
Fence ht 1.2
Dense Vegetation
G r a s s
Dense Vegetation
Dense Vegetation
L i b r a r y
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
O u t f a l l
NODE:-MODELLED FLOOD LEVELS10 YEAR20 YEAR50 YEAR100 YEAR100 YEAR +CC
DE093I6
61.4361.7662.2662.3962.91
NODE:-MODELLED FLOOD LEVELS50 YEAR100 YEAR100 YEAR +CC
BM-00000
62.3762.4862.95
NODE:-MODELLED FLOOD LEVELS50 YEAR100 YEAR100 YEAR +CC
BM-00167
62.3762.4762.94
RIV
ER D
ERW
ENT
MILL FLEAM
BRIDG
E FOO
T
DEVELOPMENTSITE BOUNDARY
CRICKET PITCH
FOOTBALL GROUND
BOWLINGGREEN
TENNISCOURTS
TENNISCOURTS
TENNISCOURT
CAR PARK
PROPOSED SPORTS PAVILLIONFFL 61.43
SITE ACCESS/EGRESS ANDEVACUATION ROUTE TOHIGHER GROUND ABOVEDESIGN FLOOD LEVEL
SOCIAL CLUB
FOOTBALL STANDS
FLOOD PLAIN
FLOOD PLAIN
EAST MILLCOMPLEX
APPROXIMATE LINE OF
CULVERTED SECTION OF
THE MILL FLEAM
THE SITE OPPERATORSREPORT THAT THE MECHANISMFOR FLOODING IS WATERBACKING UP FROMDOWNSTREAM AND THROUGHTHE CRICKET PITCH
LINE OF SURFACE WATER DRAIN APPROXIMATE ONLYSITE OPPERATORS REPORT MINOR FLOODING FROM THISDRAIN DURRING TIMES OF HIGH INTENSITY RAINFALL, BUT
FLOODING IS LOCAL TO THE MANHOLES ONLY
MAXIMUM EXTENT OF 100YEAR PLUS CLIMATECHANGE FLOOD 62.91m AOD
Project Ref.
CheckedDrawn
Cad Ref
Drawing No.
Date
Rev.
Scale
Title
Project
Client
Rev Details InitialsDate
SITE LOCATION ANDFLOOD ROUTING PLAN
001
1:1000
SMRS RRS
PARAMETER TRADING &MAINTENANCE LTD.
M
T
P
NOTE; DO NOT SCALE FROM THIS DRAWING, USE FIGURED DIMENSIONS ONLYCOPYRIGHT: THIS DRAWING AND ANY DESIGN THEREINIS THE COPYRIGHT OF PARAMETER TRADING ANDMAINTENANCE LTD. AND MUST NOT BE REPRODUCEDOR UTILISED WITHOUT THEIR WRITTEN CONSENT.
NOTES:
1. DO NOT SCALE FROM THIS DRAWING, USE FIGURED DIMENSIONSONLY. LAYOUT IS MADE UP FROM ORDNANCE SURVEY PLANS, NOLIABILITY IS OFFERED OR ACCEPTED AS TO IT'S COMPLETENESS ORACCURACY.
2. THIS PLAN IS FOR THE PURPOSE OF IDENTIFYING FEATURESRELEVANT TO THE ASSOCIATED FLOOD RISK ASSESSMENT FORBELPER MEADOWS SPORTS CLUB, BELPER.
A Updated for Environment Agency comments,additional flood information added and FFL revised
SMRS22 Oct 2014
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
IC
Re
Re
Re
DP
Post
Post
Post
Post
Post
Post
Post
Post
PostPost
PostPost
Post
Post
Post
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Sp
Tp
Tp
THL
THL
THL
THL
Boll
Boll
BollBoll
BollBoll
BollBoll
Boll
Boll
Boll
Boll
Boll
BollBollBoll
BollBoll
BollBollBoll
Boll
Boll
Boll
BollBollBoll
Sap
E:
E:
E:
E:
E:
E:
E:
E:
E:
R:
R:
R:
R:
R:
R:
R:
R:
R:
Bush
MR2
MR3
MR4
MR5
MR6
MR7
MR8 MR9
61.33
61.18
61.36
61.18
61.16
61.03
60.90
60.61
60.69
60.97
60.97
60.79
61.02
60.83
60.71
60.70
60.65
60.58
60.49
60.5
1
60.43
60.4
2
60.4
5
60.4
3
60.4
5
60.47
60.46
60.51
60.52
60.55
60.58
60.51
60.58
60.6
5
60.50
60.46
60.45
60.51
60.46
60.57
60.58
60.50
60.49
60.53
60.6260.64
60.73
60.89
61.03
60.92
60.84
60.4
5
60.4
8
60.4
3
60.4
4
60.40
60.50
60.42
60.29
60.22
60.23
60.41
60.29
60.27
60.30
60.41
60.39
60.40
60.31
60.30
60.40
60.3
3 60.3360.32
60.33
60.37
60.50
60.6
3
60.95
61.01
61.03 61.13
61.1
561
.18
61.1
5
61.08
61.04
61.0160.69
60.32
60.53
60.51
60.2
1
60.28
60.42
60.42
60.40
60.41
60.29
60.32 60.34
60.86
60.88
60.45
60.6160.83
60.6
0
66.78
64.03
63.60
65.74
60.60
60.52
60.43
60.37
60.41
60.31
60.73
60.86
60.70
60.70
60.25
60.2360.30
60.77
60.53
60.70
60.58
60.57
60.2
2
60.2
3
60.2
4
60.2
4
60.29
60.29
60.35
60.43
60.37
60.32
60.29
60.13
60.24
60.20
60.21
60.2
4
60.21
60.23
60.2
4
60.23
60.22
60.2
560.22
60.2
4
60.21
60.2
5
60.2
5
60.17
60.2
5
60.2
3
60.24
60.2
6
60.20
60.2
4
60.2
5
60.2
3
60.2
5
60.2
560
.24
60.2
4
60.25
60.31
60.43
60.37
60.31
60.2
4
60.2
4
60.2
5
60.2
4
60.2
4
60.2
4
60.2
4
60.24
60.30
60.46
60.37
60.30
60.24
60.2
4
60.2
4
60.2
4
60.29
60.30
60.2860.3160.37
60.36
60.41
60.37
60.31
60.28
60.30
60.29
60.31
60.36
60.3860
.38
60.4
3
60.4
6
60.2
6
60.2
5
60.2
560
.23
60.32
60.35
60.49
60.5
2
60.60
60.5
2
60.6
5 60.3
5
60.4
160.7
1
60.4
7
60.3
5
60.4
4
60.4
1
60.3
5
60.3
3
60.46
60.3
760.3
9
60.54
60.50
60.58
60.50
60.45
60.48
60.55
61.14
61.22
61.93
63.42
60.2
3
60.2
9
60.3
9
60.4
1
60.4
7
60.6
6
60.68
75.29
71.75
71.66
75.19
70.23
68.37
67.86
69.91
65.97
65.94
66.0
266
.05
66.1
766
.20
66.2
066
.31
65.2
5
64.50
64.72
64.70
65.14
61.01
61.55
61.84
62.20
62.6264.17
64.14 65.24
65.35
66.08
66.04
70.89
71.98
65.27
64.13
63.66
63.66
65.30
65.3164.46
65.18
65.04
63.67
63.26
62.54
62.30
62.33
62.23
62.25
62.53
62.88
63.23
63.21
63.70
63.70
63.72
65.3
165
.77
65.79
66.25
66.54
66.26
66.65
66.51
66.35
66.05
65.73
65.92
65.60
65.96
66.26 66.52
66.37
66.3865.98
66.49
65.8265.52
65.24
65.38
66.27
66.34 66.40
66.2866.27
66.30
66.30
66.19
66.24
65.66
65.67
65.76
65.5965.54
65.62
66.32
65.83
66.3
0
66.16
65.71
65.75
66.2
1
66.35
66.31
66.40
66.54
66.4366.36
66.56
66.56
66.6066.56
66.44
66.43
66.72
66.84
66.66
66.74
66.67
66.94
66.69
66.65
66.99
66.54
66.80
72.32
77.21
71.2869.67
61.18
61.18
60.80
66.02
60.77
60.71
60.24
65.2
6
65.69
62.92
62.54
G=3.2mTCL=79.89
D
G=0.3m
Con
tain
er
Tank
Security Fence 2m high
Cover
Tarmac
Pane
l Fen
ce1.
6m h
igh
Duct
Goals
G=MG
TCL=69.12
C r
i c k
e t
N e
t s
Security Fence1.9m high
Panel Fence
1.25m high
Bench
P\R
ail Fence1.2m
high
Wall1.1m high
Track
Track
G=MG
G=MG
P\Rail Fence1.2m high
1.8
Wall 1.9m high
Track
Panel Fence1.7m high
OverheadCable Level=67.14
OverheadCable Level=67.58
Ove
rhea
dC
able
Lev
el=
67.0
4
G=0.5mTCL=66.93
G=1.1mTCL=72.14
G=2.4mTCL=67.75
G=2.4mTCL=69.41
G=1.3mTCL=68.76
G=MG
SyntheticSurface
C a b i n
Path
Shelter
SyntheticSurface
SyntheticSurface
SyntheticSurface
IC
Concrete
Con
cret
e
SyntheticSurface
P\Rail Fence1.25m high
IC
IC
IC
IC
IC
ControlBox
Sign
G=2.2mTCL=71.10
Grass
Grass
Secu
rity
Fenc
e 2.
8m h
igh
Tarmac
TennisCourt
TennisCourt
Net
SyntheticSurface
SyntheticSurface
Secu
rity
Fenc
e 3.
0m h
igh
IC
SyntheticSurface
SyntheticSurface
SyntheticSurface
B r i
c k
P a
v e
d
B r i c k P a v e d
Rai
lings
1m
hig
h
Rai
lings
1m
hig
h
Security Fence 3.0m high
Secu
rity
Fenc
e 3.
0m h
igh
Secu
rity
Fenc
e 3.
0m h
igh
S a f e t y N e t
G=2.0mTCL=73.85
Security Fence1.9m high
Security Fence2.5m high
Secu
rity
Fenc
e1.
9m h
igh
C r
i c k
e t
N e
t s
G=2.0mTCL=71.88
Bench
Bench
G=1.8mTCL=71.37
G=1.6mTCL=71.99
G=
Panel Fence1.2m high
Panel Fence1.2m high
Panel Fence1.2m high
Hedge1.2m high
P\R
ail F
ence
1.2m
hig
h
G=0.9mTCL=76.89
G=1.0mTCL=73.77
Ram
p
Toilets
G=MG
TCL=73.30
G=MG
TCL=76.82
G=0.6mTCL=70.71
G=MG
TCL=65.79
G=2.4mTCL=74.32
Railings0.9m high
TrackTrack
Tarmac
Wall
1.3m high
Wall
1.75m high
Wall
2.3m high
G r a s s
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
Car - Parking
G=MG
G=MG
G=0.9m
G=MG
G=MG
G=1.6m
G=2.0m
G=MG
P\Rail Fence1.2m high
G=MG
G=MG
G=MG
G=0.9m
G=1.4m
G=0.4m
G=MG
G=0.4m
G=MG
G=MG
G=1.0m
G=1.6m
G=MG
G=1.0m
G=1.2mTCL=81.52
G=MG
TCL=82.87
Steps
Tarmac
Bushes
Bushes
Bushes
G=1.2mTCL=82.19
G=1.0mTCL=79.43
G=1.0mTCL=78.38
G=MG
TCL=83.15
G r a s s
G r a s sG r a s s
G=1.0mTCL=80.70
G=1.4m
G=MG
TCL=78.07
G=0.8m
G=MG
G=MG
G=1.0m
G=MG
G=2.0m
G=1.8mTCL=81.72
G=1.2m
G=MG
G=1.5mTCL=86.91
G=MG
G=MG
G=MG
G=1.5m
G r a s s
G r a s s
Path
G=MG
G=0.4m
G=0.3m
G=2.4mTCL=83.39
G=1.0mTCL=80.32
Canopy
G=1.0mTCL=68.22
G r a s s
G r a s s
IC
G=2.8mTCL=85.40
IC
G=1.0m
G=MG
61.24
61.2761.28
61.26
61.38
61.41
61.34
61.2761.28
61.14
61.16
61.12
61.18
61.59
61.09
61.06
61.14
61.07
61.12
61.11
61.0661.04
61.09
61.1661.20
61.05
60.95
61.13
61.17
61.2161.23
61.17
61.17
61.59
61.69
61.5461.24
61.46
60.46
60.65
60.80
60.81
60.76
60.65
60.34
60.46
61.46
61.51
61.60
61.1661.14
61.60
60.67
60.73
61.01
61.11 60.87
60.8961.10
61.17
60.91
60.88
61.2261.18
60.80
60.70
61.01
61.2
4
60.43
60.45
60.90
60.89
60.98
60.95
60.84
60.95
60.93
60.93
60.83
60.58
60.73
60.88
61.06
61.04
61.0
1
60.8
8
60.9
1
61.0
0
61.0
7
61.1
5
61.2
0
61.30
62.18
62.0
4
62.0
3
62.5
6
62.2
1
61.69
61.16
61.18
61.80
61.61
61.14
61.18
61.21
61.2
2
61.2
3
61.2
861
.17
61.3
2
61.34
61.23
61.29
61.27
61.2
5
61.0
9
61.23
60.52
60.52
60.59
60.66
60.58
60.5
1
60.4
7
60.66
60.93
60.95
60.62
60.4
1
60.53
60.54
60.63
60.7960.80
60.73
60.5
2
60.4
9
60.51
60.4
1
60.4
1
60.50
60.47
60.46
60.41
60.52
60.53
60.47
60.5
5
60.56
60.55
60.56
60.51
60.53
60.54
60.54
60.55
60.51
60.56
60.58
60.56
60.56
60.54
60.52
60.51
60.51
60.48
60.50
60.5260.51
60.56
60.55
60.53
60.53
60.54
60.54
60.56
61.2
7
61.1
9
60.96
60.97
61.0360.86
61.23
61.3
7
60.98
63.41
62.35
61.30
61.0461.10
61.84
62.97
64.30
64.1465.29
63.75
63.62
62.93
62.92
62.55
62.84
63.22
64.52
65.30
65.2
665.23
65.2
3
65.27
65.07
64.53
64.16
64.13
64.1
7
64.1
6
64.13
64.1
4
63.89
64.12 64.1863.47
60.45
60.50
60.46
60.45
60.53
60.54
60.59
60.59
60.46
60.4
0
60.3
8
60.54
60.54
60.5860.60
60.53
60.5560.45
60.44
60.36
60.66
60.71
60.71
60.68
60.30
60.33
60.34
60.29
60.41
60.64
61.36
60.68
60.62
60.45
60.34
60.31
60.35
60.27
60.29
60.30
60.32
60.35
60.40
60.47
60.54
60.94
62.18
63.93
62.13
60.87
60.49
60.40
60.39
60.36
60.25
60.26
60.25
60.28
60.37
60.42
60.40
60.43
60.73
62.52
63.95
62.03
60.60
60.52
60.32
60.35
60.30
60.26
60.23
60.18
60.30
60.30
60.37
60.3460.15
65.33
65.72
65.72 65.72
65.8
4
65.92
65.72
65.37
64.88
64.79
64.96
65.2865.42
65.60
65.2
7
65.28 65.5465.28
65.50
65.81
65.8
2 65.8
3
65.84
65.74
65.67
65.48
65.25
65.22
65.24
65.1
9
61.04
61.08
61.15
61.03
61.10
60.88
60.99
61.00
61.05
60.91
60.95
60.86
60.88
60.97
65.26
60.9
5
60.8
9
60.85
61.05
60.63
L i b r a r y
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
PROPOSED SPORTS PAVILLIONFFL 61.43
EXISTING SPORTS PAVILLIONAND CHANGING ROOMS
REMOVED AS PART OF WORKS
CAR PARK
CAR PARK
CAR PARK
CAR PARK
SITE BOUNDARY
SITE BOUNDARY
SITE ACCESS/EGRESS ANDEVACUATION ROUTE TOHIGHER GROUND ABOVEDESIGN FLOOD LEVEL
PROPOSED SPORTS PAVILLION TOHAVE A GREEN ROOF TO PROVIDE
THE SUSTAINABLE DRAINAGEREQUIREMENTS FOR THE SITE
MAXIMUM EXTENT OF 100 YEAR PLUSCLIMATE CHANGE FLOOD 62.91m AOD
Project Ref.
CheckedDrawn
Cad Ref
Drawing No.
Date
Rev.
Scale
Title
Project
Client
Rev Details InitialsDate
SITE LEVEL PLAN
002
1:500
SMRS RRS
PARAMETER TRADING &MAINTENANCE LTD.
M
T
P
NOTE; DO NOT SCALE FROM THIS DRAWING, USE FIGURED DIMENSIONS ONLYCOPYRIGHT: THIS DRAWING AND ANY DESIGN THEREINIS THE COPYRIGHT OF PARAMETER TRADING ANDMAINTENANCE LTD. AND MUST NOT BE REPRODUCEDOR UTILISED WITHOUT THEIR WRITTEN CONSENT.
1. DO NOT SCALE FROM THIS DRAWING, USE FIGURED DIMENSIONSONLY. LAYOUT IS MADE UP FROM ORDNANCE SURVEY PLANS, NOLIABILITY IS OFFERED OR ACCEPTED AS TO IT'S COMPLETENESS ORACCURACY.
2. THIS PLAN IS FOR THE PURPOSE OF IDENTIFYING FEATURESRELEVANT TO THE ASSOCIATED FLOOD RISK ASSESSMENT FORBELPER MEADOWS SPORTS CLUB, BELPER.
3. LEVELS REDUCED FROM ORDNANCE SURVEY DATUM.
A Updated for Environment Agency comments,additional flood information added and FFL revised
SMRS22 Oct 2014
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
Gy
IC
Re
Re
Re
DP
Post
Post
Post
Post
Post
Post
Post
Post
PostPost
PostPost
Post
Post
Post
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Fl
Sp
Tp
Tp
THL
THL
THL
THL
Boll
Boll
BollBoll
BollBoll
BollBoll
Boll
Boll
Boll
Boll
Boll
BollBollBoll
BollBoll
BollBollBoll
Boll
Boll
Boll
BollBollBoll
Sap
E:
E:
E:
E:
E:
E:
E:
E:
E:
R:
R:
R:
R:
R:
R:
R:
R:
R:
Bush
MR2
MR3
MR4
MR5
MR6
MR7
MR8 MR9
61.33
61.18
61.36
61.18
61.16
61.03
60.90
60.61
60.69
60.97
60.97
60.79
61.02
60.83
60.71
60.70
60.65
60.58
60.49
60.5
1
60.43
60.4
2
60.4
5
60.4
3
60.4
5
60.47
60.46
60.51
60.52
60.55
60.58
60.51
60.58
60.6
5
60.50
60.46
60.45
60.51
60.46
60.57
60.58
60.50
60.49
60.53
60.6260.64
60.73
60.89
61.03
60.92
60.84
60.4
5
60.4
8
60.4
3
60.4
4
60.40
60.50
60.42
60.29
60.22
60.23
60.41
60.29
60.27
60.30
60.41
60.39
60.40
60.31
60.30
60.40
60.3
3 60.3360.32
60.33
60.37
60.50
60.6
3
60.95
61.01
61.03 61.13
61.1
561
.18
61.1
5
61.08
61.04
61.0160.69
60.32
60.53
60.51
60.2
1
60.28
60.42
60.42
60.40
60.41
60.29
60.32 60.34
60.86
60.88
60.45
60.6160.83
60.6
0
66.78
64.03
63.60
65.74
60.60
60.52
60.43
60.37
60.41
60.31
60.73
60.86
60.70
60.70
60.25
60.2360.30
60.77
60.53
60.70
60.58
60.57
60.2
2
60.2
3
60.2
4
60.2
4
60.29
60.29
60.35
60.43
60.37
60.32
60.29
60.13
60.24
60.20
60.21
60.2
4
60.21
60.23
60.2
4
60.23
60.22
60.2
560.22
60.2
4
60.21
60.2
5
60.2
5
60.17
60.2
5
60.2
3
60.24
60.2
6
60.20
60.2
4
60.2
5
60.2
3
60.2
5
60.2
560
.24
60.2
4
60.25
60.31
60.43
60.37
60.31
60.2
4
60.2
4
60.2
5
60.2
4
60.2
4
60.2
4
60.2
4
60.24
60.30
60.46
60.37
60.30
60.24
60.2
4
60.2
4
60.2
4
60.29
60.30
60.2860.3160.37
60.36
60.41
60.37
60.31
60.28
60.30
60.29
60.31
60.36
60.3860
.38
60.4
3
60.4
6
60.2
6
60.2
5
60.2
560
.23
60.32
60.35
60.49
60.5
2
60.60
60.5
2
60.6
5 60.3
5
60.4
160.7
1
60.4
7
60.3
5
60.4
4
60.4
1
60.3
5
60.3
3
60.46
60.3
760.3
9
60.54
60.50
60.58
60.50
60.45
60.48
60.55
61.14
61.22
61.93
63.42
60.2
3
60.2
9
60.3
9
60.4
1
60.4
7
60.6
6
60.68
75.29
71.75
71.66
75.19
70.23
68.37
67.86
69.91
65.97
65.94
66.0
266
.05
66.1
766
.20
66.2
066
.31
65.2
5
64.50
64.72
64.70
65.14
61.01
61.55
61.84
62.20
62.6264.17
64.14 65.24
65.35
66.08
66.04
70.89
71.98
65.27
64.13
63.66
63.66
65.30
65.3164.46
65.18
65.04
63.67
63.26
62.54
62.30
62.33
62.23
62.25
62.53
62.88
63.23
63.21
63.70
63.70
63.72
65.3
165
.77
65.79
66.25
66.54
66.26
66.65
66.51
66.35
66.05
65.73
65.92
65.60
65.96
66.26 66.52
66.37
66.3865.98
66.49
65.8265.52
65.24
65.38
66.27
66.34 66.40
66.2866.27
66.30
66.30
66.19
66.24
65.66
65.67
65.76
65.5965.54
65.62
66.32
65.83
66.3
0
66.16
65.71
65.75
66.2
1
66.35
66.31
66.40
66.54
66.4366.36
66.56
66.56
66.6066.56
66.44
66.43
66.72
66.84
66.66
66.74
66.67
66.94
66.69
66.65
66.99
66.54
66.80
72.32
77.21
71.2869.67
61.18
61.18
60.80
66.02
60.77
60.71
60.24
65.2
6
65.69
62.92
62.54
G=3.2mTCL=79.89
D
G=0.3m
Con
tain
er
Tank
Security Fence 2m high
Cover
Tarmac
Pane
l Fen
ce1.
6m h
igh
Duct
Goals
G=MG
TCL=69.12
C r
i c k
e t
N e
t s
Security Fence1.9m high
Panel Fence
1.25m high
Bench
P\R
ail Fence1.2m
high
Wall1.1m high
Track
Track
G=MG
G=MG
P\Rail Fence1.2m high
1.8
Wall 1.9m high
Track
Panel Fence1.7m high
OverheadCable Level=67.14
OverheadCable Level=67.58
Ove
rhea
dC
able
Lev
el=
67.0
4
G=0.5mTCL=66.93
G=1.1mTCL=72.14
G=2.4mTCL=67.75
G=2.4mTCL=69.41
G=1.3mTCL=68.76
G=MG
SyntheticSurface
C a b i n
Path
Shelter
SyntheticSurface
SyntheticSurface
SyntheticSurface
IC
Concrete
Con
cret
e
SyntheticSurface
P\Rail Fence1.25m high
IC
IC
IC
IC
IC
ControlBox
Sign
G=2.2mTCL=71.10
Grass
Grass
Secu
rity
Fenc
e 2.
8m h
igh
Tarmac
TennisCourt
TennisCourt
Net
SyntheticSurface
SyntheticSurface
Secu
rity
Fenc
e 3.
0m h
igh
IC
SyntheticSurface
SyntheticSurface
SyntheticSurface
B r i
c k
P a
v e
d
B r i c k P a v e d
Rai
lings
1m
hig
h
Rai
lings
1m
hig
h
Security Fence 3.0m high
Secu
rity
Fenc
e 3.
0m h
igh
Secu
rity
Fenc
e 3.
0m h
igh
S a f e t y N e t
G=2.0mTCL=73.85
Security Fence1.9m high
Security Fence2.5m high
Secu
rity
Fenc
e1.
9m h
igh
C r
i c k
e t
N e
t s
G=2.0mTCL=71.88
Bench
Bench
G=1.8mTCL=71.37
G=1.6mTCL=71.99
G=
Panel Fence1.2m high
Panel Fence1.2m high
Panel Fence1.2m high
Hedge1.2m high
P\R
ail F
ence
1.2m
hig
h
G=0.9mTCL=76.89
G=1.0mTCL=73.77
Ram
p
Toilets
G=MG
TCL=73.30
G=MG
TCL=76.82
G=0.6mTCL=70.71
G=MG
TCL=65.79
G=2.4mTCL=74.32
Railings0.9m high
TrackTrack
Tarmac
Wall
1.3m high
Wall
1.75m high
Wall
2.3m high
G r a s s
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
Car - Parking
G=MG
G=MG
G=0.9m
G=MG
G=MG
G=1.6m
G=2.0m
G=MG
P\Rail Fence1.2m high
G=MG
G=MG
G=MG
G=0.9m
G=1.4m
G=0.4m
G=MG
G=0.4m
G=MG
G=MG
G=1.0m
G=1.6m
G=MG
G=1.0m
G=1.2mTCL=81.52
G=MG
TCL=82.87
Steps
Tarmac
Bushes
Bushes
Bushes
G=1.2mTCL=82.19
G=1.0mTCL=79.43
G=1.0mTCL=78.38
G=MG
TCL=83.15
G r a s s
G r a s sG r a s s
G=1.0mTCL=80.70
G=1.4m
G=MG
TCL=78.07
G=0.8m
G=MG
G=MG
G=1.0m
G=MG
G=2.0m
G=1.8mTCL=81.72
G=1.2m
G=MG
G=1.5mTCL=86.91
G=MG
G=MG
G=MG
G=1.5m
G r a s s
G r a s s
Path
G=MG
G=0.4m
G=0.3m
G=2.4mTCL=83.39
G=1.0mTCL=80.32
Canopy
G=1.0mTCL=68.22
G r a s s
G r a s s
IC
G=2.8mTCL=85.40
IC
G=1.0m
G=MG
61.24
61.2761.28
61.26
61.38
61.41
61.34
61.2761.28
61.14
61.16
61.12
61.18
61.59
61.09
61.06
61.14
61.07
61.12
61.11
61.0661.04
61.09
61.1661.20
61.05
60.95
61.13
61.17
61.2161.23
61.17
61.17
61.59
61.69
61.5461.24
61.46
60.46
60.65
60.80
60.81
60.76
60.65
60.34
60.46
61.46
61.51
61.60
61.1661.14
61.60
60.67
60.73
61.01
61.11 60.87
60.8961.10
61.17
60.91
60.88
61.2261.18
60.80
60.70
61.01
61.2
4
60.43
60.45
60.90
60.89
60.98
60.95
60.84
60.95
60.93
60.93
60.83
60.58
60.73
60.88
61.06
61.04
61.0
1
60.8
8
60.9
1
61.0
0
61.0
7
61.1
5
61.2
0
61.30
62.18
62.0
4
62.0
3
62.5
6
62.2
1
61.69
61.16
61.18
61.80
61.61
61.14
61.18
61.21
61.2
2
61.2
3
61.2
861
.17
61.3
2
61.34
61.23
61.29
61.27
61.2
5
61.0
9
61.23
60.52
60.52
60.59
60.66
60.58
60.5
1
60.4
7
60.66
60.93
60.95
60.62
60.4
1
60.53
60.54
60.63
60.7960.80
60.73
60.5
2
60.4
9
60.51
60.4
1
60.4
1
60.50
60.47
60.46
60.41
60.52
60.53
60.47
60.5
5
60.56
60.55
60.56
60.51
60.53
60.54
60.54
60.55
60.51
60.56
60.58
60.56
60.56
60.54
60.52
60.51
60.51
60.48
60.50
60.5260.51
60.56
60.55
60.53
60.53
60.54
60.54
60.56
61.2
7
61.1
9
60.96
60.97
61.0360.86
61.23
61.3
7
60.98
63.41
62.35
61.30
61.0461.10
61.84
62.97
64.30
64.1465.29
63.75
63.62
62.93
62.92
62.55
62.84
63.22
64.52
65.30
65.2
665.23
65.2
3
65.27
65.07
64.53
64.16
64.13
64.1
7
64.1
6
64.13
64.1
4
63.89
64.12 64.1863.47
60.45
60.50
60.46
60.45
60.53
60.54
60.59
60.59
60.46
60.4
0
60.3
8
60.54
60.54
60.5860.60
60.53
60.5560.45
60.44
60.36
60.66
60.71
60.71
60.68
60.30
60.33
60.34
60.29
60.41
60.64
61.36
60.68
60.62
60.45
60.34
60.31
60.35
60.27
60.29
60.30
60.32
60.35
60.40
60.47
60.54
60.94
62.18
63.93
62.13
60.87
60.49
60.40
60.39
60.36
60.25
60.26
60.25
60.28
60.37
60.42
60.40
60.43
60.73
62.52
63.95
62.03
60.60
60.52
60.32
60.35
60.30
60.26
60.23
60.18
60.30
60.30
60.37
60.3460.15
65.33
65.72
65.72 65.72
65.8
4
65.92
65.72
65.37
64.88
64.79
64.96
65.2865.42
65.60
65.2
7
65.28 65.5465.28
65.50
65.81
65.8
2 65.8
3
65.84
65.74
65.67
65.48
65.25
65.22
65.24
65.1
9
61.04
61.08
61.15
61.03
61.10
60.88
60.99
61.00
61.05
60.91
60.95
60.86
60.88
60.97
65.26
60.9
5
60.8
9
60.85
61.05
60.63
L i b r a r y
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
D e n s eW o o d l a n d
LOSS OF FLOODPLAIN OVER ALLBANDS 60.5-62.9m = 308m² (EQUATING
TO THE BUILDING FOOTPRINT)
161m² OF FLOODPLAINCOMPENSATION PROVIDEDOVER ALL LEVEL BANDS BY
REMOVAL OF EXISTINGBUILDING FROM SITE AND
REINSTATING GROUND TO ALEVEL OF 60.5m
BAND 60.5-60.8mMAXIMUM FINISHED LEVEL 60.5mTOTAL REPLACEMENT AREA = 308m²
BAND 60.8-61.1mMAXIMUM FINISHED LEVEL 60.8mTOTAL REPLACEMENT AREA = 441m²
BAND 61.1-61.4mMAXIMUM FINISHED LEVEL 61.1mTOTAL REPLACEMENT AREA = 320m²
FLOODPLAIN COMPENSATION AREAS
BAND 61.4-61.7mMAXIMUM FINISHED LEVEL 61.4mTOTAL REPLACEMENT AREA = 308m²
BAND 61.7.62.0mMAXIMUM FINISHED LEVEL 61.7mTOTAL REPLACEMENT AREA = 308m²
BAND 62.0-62.3mMAXIMUM FINISHED LEVEL 62.0mTOTAL REPLACEMENT AREA = 308m²
BAND 62.3-62.6mMAXIMUM FINISHED LEVEL 62.3mTOTAL REPLACEMENT AREA = 308m²
BAND 62.6-62.9mMAXIMUM FINISHED LEVEL 62.6mTOTAL REPLACEMENT AREA = 308m²
162m² OF FLOODPLAIN COMPENSATIONVOLUME WITHIN THE BANDING 60.8-61.1m AODGENERATED DURING THECONSTRUCTION/SITE LEVELING WORKS FORTHE CAR PARK EXTENSION
147m² OF FLOODPLAIN COMPENSATION VOLUMEWITHIN ALL BANDINGS 61.1-62.9m AOD GENERATED
BY REDUCTION OF HIGHER GROUND LEVELS
GROUND LEVELS REDUCED TO ALLOW FLOODWATERS TO WASH INTO AND OUT OF THE
FLOODPLAIN COMPENSATION AREAS.LEVELS REDUCED TO 60.5m AOD
147m² OF FLOODPLAIN COMPENSATION VOLUMEWITHIN THE BANDING 60.5-60.8m AOD GENERATED
BY REDUCTION OF HIGHER GROUND LEVELS
66m² OF FLOODPLAIN COMPENSATION VOLUMEWITHIN THE BANDING 60.8-61.1m AOD AND 12m² OFFLOODPLAIN COMPENSATION VOLUME WITHIN THEBANDING 61.1-61.4m AOD GENERATED DURING THECONSTRUCTION/SITE LEVELING WORKS FOR THECAR PARK EXTENSION
52m² OF FLOODPLAIN COMPENSATION VOLUMEWITHIN THE BANDING 60.8-61.1m AOD GENERATED
BY REDUCTION OF HIGHER GROUND LEVELS
MAXIMUM EXTENT OF 100 YEAR PLUSCLIMATE CHANGE FLOOD 62.91m AOD
GROUND LEVELS REDUCED FOR THE CARPARK EXTENSION TO ALLOW FLOOD WATERSTO WASH INTO AND OUT OF THE FLOODPLAINCOMPENSATION AREAS.LEVELS REDUCED TO 60.8m AOD
Project Ref.
CheckedDrawn
Cad Ref
Drawing No.
Date
Rev.
Scale
Title
Project
Client
Rev Details InitialsDate
FLOODPLAIN COMPENSATIONPLAN
003
1:500
SMRS RRS
PARAMETER TRADING &MAINTENANCE LTD.
M
T
P
NOTE; DO NOT SCALE FROM THIS DRAWING, USE FIGURED DIMENSIONS ONLYCOPYRIGHT: THIS DRAWING AND ANY DESIGN THEREINIS THE COPYRIGHT OF PARAMETER TRADING ANDMAINTENANCE LTD. AND MUST NOT BE REPRODUCEDOR UTILISED WITHOUT THEIR WRITTEN CONSENT.
1. DO NOT SCALE FROM THIS DRAWING, USE FIGURED DIMENSIONSONLY. LAYOUT IS MADE UP FROM ORDNANCE SURVEY PLANS, NOLIABILITY IS OFFERED OR ACCEPTED AS TO IT'S COMPLETENESS ORACCURACY.
2. THIS PLAN IS FOR THE PURPOSE OF IDENTIFYING FEATURESRELEVANT TO THE ASSOCIATED FLOOD RISK ASSESSMENT FORBELPER MEADOWS SPORTS CLUB, BELPER.
3. LEVELS REDUCED FROM ORDNANCE SURVEY DATUM.
4. FLOODPLAIN COMPENSATION VOLUMES HAVE BEEN OFFEREDON A LEVEL AND VOLUME BASIS WHEREBY THE VOLUMES OFCOMPENSATION FLOODPLAIN HAVE BEEN PROVIDED ON THE SAMELEVEL ABOVE ORDNANCE DATUM AS VOLUMES LOST. OVERALLTERE IS A MODEST INCREASE IN COMPENSATION VOLUMEPROVIDED TO OFFER BETTERMENT AGAINST THE EXISTINGSITUATION
A Updated for Environment Agency comments and floodcompensation scheme amended for revised layout
