Embed Size (px)
Citation preview
CR
F
F
R
A
T
H
K
E
E
R
Y
W
e
l
l
10Kv
T
a
n
k
T
a
n
k
C
R
F
F
U
N
D
U
N
D
F
F
C
R
G
L
E
B
E
E
A
S
T
F
F
CR
0
N
B
H
0
2
C
P
+
R
C
B
H
0
2
A
T
P
0
0
3
T
P
0
0
4
T
P
0
0
5
T
P
0
0
6
T
P
0
0
7
T
P
0
0
8
T
P
0
0
9
T
P
0
1
1
B
H
0
2
C
P
+
R
C
B
H
0
2
A
T
P
0
0
3
T
P
0
0
4
T
P
0
0
5
T
P
0
0
6
T
P
0
0
7
T
P
0
0
8
T
P
0
0
9
T
P
0
1
1
1+
600
1+
700
1+
500
1+
000
1+
100
1+
200
1+
400
1+
300
2+
200
2+
300
2+
400
2+
00
0
2+
100
1+
800
1+
900
BH
401
TP
301
TP
302
TP
301A
TP
303
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
30
1
92.712
TP
30
3
TP
30
2
95.352
TP
30
1A
91.051TS
GF
GF
BOULDER
TS
GF
GF
GF
BOULDER
TS
MG
GF
BOULDER
TS
GF
BOULDER
97.171
BH
40
1
TS
GF
GC
TP
00
5
BH
02
A
TP
00
9
93.63
95.65
BH
02
93.59
TP
00
5
91.77
TS
GF
GF
TS
GF
GF
GF
TS
GF
GF
TS
CB
GF
GC
GC
GC
CB
CB
GF
CB
LIMEST
TP
00
5
BH
02
A
TP
00
9
93.63
95.65
BH
02
93.59
TP
00
5
91.77
TS
GF
GF
TS
GF
GF
GF
TS
GF
GF
TS
CB
GF
GC
GC
GC
CB
CB
GF
CB
LIMEST
EXISTING
PROPOSED
LEVEL
CHAINAGE
Datum=73.000
1+
00
0
1+
05
0
1+
10
0
1+
15
0
1+
20
0
1+
25
0
1+
30
0
1+
35
0
1+
40
0
1+
45
0
1+
50
0
1+
55
0
1+
60
0
1+
65
0
1+
70
0
1+
75
0
1+
80
0
1+
85
0
1+
90
0
1+
95
0
2+
00
0
2+
05
0
2+
10
0
2+
15
0
2+
20
0
2+
25
0
2+
30
0
2+
35
0
2+
40
0
92
.4
49
91
.8
40
91
.8
82
91
.9
45
91
.9
98
92
.1
80
92
.3
10
92
.6
27
92
.8
86
92
.6
77
93
.3
33
93
.2
58
93
.9
94
94
.8
34
95
.2
65
95
.2
65
95
.6
13
95
.6
97
95
.9
32
95
.6
31
96
.2
07
95
.6
14
95
.8
13
96
.0
07
96
.1
93
96
.9
18
97
.5
14
98
.4
33
98
.5
08
92
.8
55
92
.6
05
92
.3
55
92
.1
19
92
.2
23
92
.4
73
92
.7
23
92
.9
73
93
.2
23
93
.4
73
93
.7
23
93
.9
73
94
.2
23
94
.4
73
94
.7
23
94
.9
73
95
.2
23
95
.4
73
95
.7
23
95
.9
73
96
.2
23
96
.4
73
96
.7
23
96
.9
73
97
.2
23
97
.4
73
97
.7
17
97
.9
08
98
.0
36
LS
-1
22
55
(S
ou
th
)
LS
-5
63
2 (S
ou
th
)
-0
.4
05
-0
.7
64
-0
.4
72
-0
.1
73
-0
.2
26
-0
.2
93
-0
.4
14
-0
.3
46
-0
.3
38
-0
.7
96
-0
.3
90
-0
.7
15
-0
.2
29
0.3
61
0.5
42
0.2
92
0.3
90
0.2
23
0.2
09
-0
.3
42
-0
.0
16
-0
.8
60
-0
.9
11
-0
.9
66
-1
.0
31
-0
.5
56
-0
.2
03
0.5
25
0.4
72
DIFFERENCE
Ground Investigation
Section A
Sheet 1 of 3
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.1
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
10Kv
T
a
n
k
1
0
K
v
G
r
a
v
e
Y
a
r
d
T
i
b
o
h
i
n
e
C
h
u
r
c
h
D
r
.
D
O
U
G
L
A
S
H
Y
D
E
C
E
N
T
R
E
FW
C
R
UN
D
C
R
P
O
R
T
A
G
H
A
R
D
C
hurchstreet
G
a
r
a
's
W
o
o
d
P
o
n
d
1
0
K
v
(
S
i
t
e
o
f
)
R
i
n
g
f
o
r
t
FF
RH
N
C
P
+
R
C
B
H
0
3
B
H
0
4
T
P
0
1
1
T
P
0
1
2
T
P
0
1
4
T
P
0
1
5
T
P
0
1
7
T
P
0
1
8
T
P
0
1
9
T
P
0
2
0
T
P
0
2
1
C
P
+
R
C
B
H
0
3
B
H
0
4
T
P
0
1
1
T
P
0
1
2
T
P
0
1
4
T
P
0
1
5
T
P
0
1
7
T
P
0
1
8
T
P
0
1
9
T
P
0
2
0
T
P
0
2
1
4
+
2
0
0
4
+
1
0
0
4
+
0
0
0
3
+
8
0
0
3
+
9
0
0
3+
600
3+
700
3+
400
3+
500
3+
100
3+
200
3+
300
2
+
8
0
0
2+
900
3+
000
2
+
5
0
0
2
+
6
0
0
2
+
7
0
0
2+
200
2+
300
2+
400
BH
402
BH
403
BH
404
BH
401A
BH
401B
BH
401A
.1
BH
492
BH
493
TP
305
TP
306
TP
306A
TP
303
BH
402A
EXISTING
PROPOSED
LEVEL
CHAINAGE
Datum=73.000
1+
00
09
2.4
49
92
.8
55
-0
.4
05
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
30
5
94.636
BH
40
1B
94.312
BH
40
1A
.1
97.543BH
40
1A
97.581
BH
40
4
80.890
BH
40
3
82.659
TP
30
6
86.944
BH
40
2
86.701
TS
GC
GC
BOULDER
TS
GF
GC
BOULDER
TS
GF
GC
BOULDER
TS
GF
GF
BOULDER
TS
GF
BOULDER
TS
GF
GF
BOULDER
TS
GF
GF
BOULDER
TS
GF
GF
BOULDER
BH
49
2
GF
LIMEST
BH
03
TP
01
5
TP
01
7
TP
02
0
99.31
89.79
86.35
81.29
TS
GF
GF
TS
GF
GC
TS
GF
GF
TS
GF
GF
CB
LIMEST
BH
03
TP
01
5
TP
01
7
TP
02
0
99.31
89.79
86.35
81.29
TS
GF
GF
TS
GF
GC
TS
GF
GF
TS
GF
GF
CB
LIMEST
2+
40
0
2+
45
0
2+
50
0
2+
55
0
2+
60
0
2+
65
0
2+
70
0
2+
75
0
2+
80
0
2+
85
0
2+
90
0
2+
95
0
3+
00
0
3+
05
0
3+
10
0
3+
15
0
3+
20
0
3+
25
0
3+
30
0
3+
35
0
3+
40
0
3+
45
0
3+
50
0
3+
55
0
3+
60
0
3+
65
0
3+
70
0
3+
75
0
3+
80
0
3+
85
0
3+
90
0
3+
95
0
4+
00
0
4+
05
0
4+
10
0
98
.5
08
99
.0
44
98
.3
61
97
.4
63
98
.1
98
97
.9
43
97
.8
42
97
.2
09
96
.5
38
96
.0
91
95
.2
04
94
.7
68
93
.2
77
91
.7
40
90
.8
97
89
.8
42
89
.1
41
88
.2
18
87
.1
74
86
.9
27
86
.7
34
86
.7
34
86
.8
52
86
.7
89
87
.1
49
86
.8
78
85
.8
48
84
.3
78
83
.8
64
83
.0
23
82
.3
30
81
.8
52
81
.4
63
81
.7
01
81
.7
60
98
.0
36
98
.1
01
98
.1
04
98
.0
45
97
.9
23
97
.7
39
97
.4
92
97
.1
82
96
.8
11
96
.3
76
95
.8
79
95
.3
20
94
.6
98
94
.0
14
93
.2
67
92
.4
57
91
.6
07
90
.7
56
89
.9
05
89
.0
53
88
.2
02
87
.3
51
86
.6
36
86
.1
71
85
.9
05
85
.6
55
85
.4
05
85
.1
55
84
.9
05
84
.6
55
84
.4
05
84
.1
55
83
.9
05
83
.6
55
83
.4
05
LS
-5
62
5 (S
ou
th
)
0.4
72
0.9
43
0.2
57
-0
.5
82
0.2
75
0.2
04
0.3
50
0.0
27
-0
.2
72
-0
.2
85
-0
.6
75
-0
.5
52
-1
.4
21
-2
.2
73
-2
.3
69
-2
.6
16
-2
.4
66
-2
.5
38
-2
.7
31
-2
.1
27
-1
.4
68
-0
.6
17
0.2
16
0.6
18
1.2
45
1.2
23
0.4
43
-0
.7
77
-1
.0
40
-1
.6
32
-2
.0
75
-2
.3
03
-2
.4
41
-1
.9
54
-1
.6
45
EX
IS
TIN
G N
5
LIN
K (N
orth
)
Ground Investigation
Section A
Sheet 2 of 3
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.2
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
1
0
K
v
P
o
n
d
1
0
K
v
T
k
F
F
F
C
F
F
F
T
U
R
L
A
G
H
N
A
M
A
D
D
Y
CR
F
F
C
D
R
H
U
N
D
C
R
C
D
FF
C
D
C
O
R
S
K
E
A
G
H
C
D
U
N
D
C
a
r
r
ic
k
n
a
b
r
a
h
e
r
R
iv
e
r
C
D
FF
C
R
UN
D
C
S
C
F
F
F
1
0
+
2
0
0
1
0
+
0
0
0
1
0
+
1
0
0
N
B
H
0
6
C
P
+
R
C
B
H
0
7
T
P
0
2
0
T
P
0
2
1
T
P
0
2
2
T
P
0
2
4
T
P
0
2
5
T
P
0
2
6
T
P
0
2
7
B
H
0
6
C
P
+
R
C
B
H
0
7
T
P
0
2
0
T
P
0
2
1
T
P
0
2
2
T
P
0
2
4
T
P
0
2
5
T
P
0
2
6
T
P
0
2
7
5+
500
5+
600
5+
300
5+
400
5+
100
5+
200
4+
900
5+
000
4+
800
4+
700
4+
600
4+
400
4+
500
4+
300
4+
200
4+
100
4
+
0
0
0
D
P
4
0
1
B
D
P
4
0
1
C
D
P
4
0
1
D
D
P
4
0
1
A
D
P
4
0
1
E
D
P
4
0
1
F
D
P
4
1
6
D
P
4
1
8
D
P
4
1
9
D
P
4
2
0
D
P
4
2
1
D
P
4
2
2
D
P
4
2
3
D
P
4
2
4
D
P
4
2
5
D
P
4
2
6
D
P
4
2
7
D
P
4
2
8
D
P
4
2
9
G
P
306
E
R
G
E
O
P
hysic
s
B
H
4
0
4
B
H
4
0
5
B
H
4
0
8
B
H
4
0
7
B
H
4
0
9
B
H
4
1
0
B
H
4
9
2
B
H
4
9
3
B
H
4
9
4
T
P
3
0
7
T
P
3
0
9
T
P
3
0
8
T
P
3
5
2
T
P
3
5
3
T
P
3
5
4
T
P
3
5
5
B
H
5
0
3
EXISTING
PROPOSED
LEVEL
CHAINAGE
Datum=73.000
1+
000
92.449
92.855
-0.405
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
DP
401B
79.679
BH
408
78.994
BH
407
79.241
DP
401D
79.404
DP
401C
79.593
TP
309
80.087
TP
307
82.759
TP
308
82.846
TS
GF
GF
BOULDER
TS
GF
GF
GF
TS
GF
GF
BOULDER
DP
DPTS
PEAT
GF
BOULDER
DP
PEAT
AF
GF
BOULDER
BH
405
TS
GF
GF
BH
492
BH
493
DP
418
DP
419
DP
420
DP
422
DP
416
BH
503
DP
423
BH
494
DP
401A
GF
GF
LIMEST
GF
PEAT
LIMEST
LIMEST
LIMEST
TP
020
81.29
TS
GF
GF
TP
020
81.29
TS
GF
GF
4+
100
4+
150
4+
200
4+
250
4+
300
4+
350
4+
400
4+
450
4+
500
4+
550
4+
600
4+
650
4+
700
4+
750
4+
800
4+
850
4+
900
4+
950
5+
000
5+
050
5+
100
5+
150
5+
200
5+
250
5+
300
5+
350
5+
400
5+
450
5+
500
5+
550
5+
600
5+
650
5+
698
81.760
81.835
82.821
83.022
83.394
83.505
83.425
83.434
83.498
83.444
83.169
82.893
83.120
83.182
83.273
83.287
83.186
83.203
83.255
83.240
83.090
82.367
81.639
80.913
80.493
80.190
80.478
79.739
79.894
79.458
79.752
79.773
80.480
83.405
83.156
83.056
83.204
83.454
83.704
83.939
84.143
84.316
84.458
84.568
84.647
84.694
84.711
84.696
84.650
84.573
84.464
84.324
84.153
83.951
83.717
83.467
83.217
82.967
82.717
82.467
82.217
81.967
81.717
81.503
81.642
81.880
LS
-5629 (S
outh)
-1.645
-1.321
-0.235
-0.182
-0.060
-0.199
-0.515
-0.710
-0.818
-1.014
-1.399
-1.754
-1.574
-1.529
-1.423
-1.362
-1.387
-1.261
-1.069
-0.913
-0.861
-1.350
-1.828
-2.305
-2.474
-2.528
-1.989
-2.478
-2.074
-2.259
-1.752
-1.869
-1.400
FRENCHPARK ROUNDABOUT (R361)
Ground Investigation
Section A
Sheet 3 of 3
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.3
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
DP
RC
409
RC
410
BH
409
78.333
BH
410
78.524
DP
401F
78.237DP
401E
78.359
DP
LIMESTLIMEST
GF
GF
TS
AF
GF
GF
BOULDER
ROCK UND
TS
GF
AF
GF
GF
ROCK UND
LIMEST
PEAT
GF
GF
BH
479A
GF
BH
479B
TS
GF
PEAT
GF
BH
479C
GF
PEAT
GF
BH
480E
AF
PEAT
GF
BH
480A
AF
PEAT
GF
GF
BH
480B
AF
PEAT
GF
GF
BH
480D
AF
AF
GF
PEAT
BH
481B
DP
476
DP
476A
DP
477A
DP
478
DP
478A
DP
479
DP
479A
DP
480
90.13
DP
481
89.93
DP
486
90.2
DP
487
89.81
DP
493
DP
494
DP
481B
DP
481C
DP
482
LIMEST
GF
GF
LIMEST
GF
LIMEST
GF
LIMEST
GF
LIMEST
LIMEST
BH
07
78.38
GF
GF
GF
GC
GF
LIMEST
GF
GF
GF
GF
GF
GF
GF
LIMEST
BH
07
78.38
GF
GF
GF
GC
GF
LIMEST
Datum=55.000
10+
000
10+
050
10+
100
10+
150
10+
200
10+
250
10+
300
10+
350
10+
400
10+
450
10+
500
10+
550
10+
600
10+
650
10+
700
10+
750
10+
800
10+
850
10+
900
10+
950
11+
000
11+
050
11+
100
11+
150
11+
200
11+
250
11+
300
11+
350
11+
400
11+
450
11+
500
11+
550
11+
600
11+
650
11+
700
80.799
78.840
78.993
79.061
79.472
78.736
79.210
79.845
80.228
80.510
81.678
82.951
84.412
85.865
87.083
88.095
88.605
88.743
89.074
90.313
90.347
89.854
90.204
90.360
89.983
89.978
90.287
89.684
90.386
90.357
91.123
91.651
91.395
91.241
91.539
82.109
81.958
81.603
81.228
80.969
80.960
81.201
81.692
82.429
83.254
84.079
84.904
85.729
86.554
87.379
88.172
88.744
89.088
89.388
89.688
89.988
90.288
90.588
90.888
91.188
91.488
91.788
92.088
92.388
92.688
92.988
93.288
93.588
93.888
94.188
BRIDGE
WB10.01
-1.310
-3.118
-2.610
-2.167
-1.497
-2.224
-1.991
-1.847
-2.202
-2.744
-2.401
-1.954
-1.317
-0.690
-0.296
-0.077
-0.139
-0.345
-0.314
0.625
0.360
-0.434
-0.384
-0.527
-1.205
-1.509
-1.500
-2.403
-2.001
-2.331
-1.865
-1.637
-2.192
-2.647
-2.648
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
FRENCHPARK ROUNDABOUT (R361)
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
C
R
C
D
C
a
r
r
i
c
k
n
a
b
r
a
h
e
r
R
i
v
e
r
C
D
FF
C
R
U
N
D
C
S
C
F
F
F
C
S
N
1
1
+
9
0
0
1
1
+
6
0
0
1
1
+
7
0
0
1
1
+
8
0
0
1
1
+
5
0
0
1
1
+
4
0
0
1
1
+
2
0
0
1
1
+
3
0
0
11+
000
11+
100
1
0
+
8
0
0
10+
900
1
0
+
6
0
0
1
0
+
7
0
0
1
0
+
4
0
0
1
0
+
5
0
0
1
0
+
2
0
0
1
0
+
3
0
0
10+
000
10+
100
C
P
+
R
C
B
H
0
7
B
H
0
8
BH
08A
BH
09
C
P
+
R
C
B
H
0
9
A
T
P
0
2
7
T
P
0
2
9
T
P
0
3
0
T
P
0
3
1
T
P
0
3
3
T
P
0
3
4
C
P
+
R
C
B
H
0
7
B
H
0
8
BH
08A
BH
09
C
P
+
R
C
B
H
0
9
A
T
P
0
2
7
T
P
0
2
9
T
P
0
3
0
T
P
0
3
1
T
P
0
3
3
T
P
0
3
4
5+
600
D
P
4
0
2
D
P
4
0
1
D
P
4
0
1
B
D
P
4
0
1
A
D
P
4
0
1
E
D
P
4
0
1
F
D
P
4
0
2
D
D
P
4
0
2
E
D
P
4
0
2
A
D
P
4
0
2
B
D
P
4
0
2
C
D
P
4
2
6
D
P
4
2
7
D
P
4
2
8
D
P
4
2
9
D
P
4
7
6
D
P
4
7
9
D
P
4
7
8
D
P
4
8
0
D
P
4
8
2
D
P
4
8
3
D
P
4
8
6
D
P
4
8
7
G
P
3
0
1
E
R
&
S
R
G
E
O
P
h
y
s
ic
s
G
P
3
1
1
E
R
&
S
R
G
e
o
p
h
y
s
ic
s
D
P
4
8
1
D
P
4
8
1
C
D
P
4
8
1
B
D
P
4
7
9
A
D
P
4
7
6
A
D
P
4
7
7
A
D
P
4
7
8
A
D
P
4
9
3
D
P
4
9
4
D
P
4
9
5
B
H
4
0
8
B
H
4
1
1
B
H
4
1
3
B
H
4
1
5
B
H
4
1
4
B
H
4
0
9
B
H
4
1
0
B
H
4
1
2
B
H
4
7
9
C
B
H
4
8
0
E
B
H
4
8
1
A
B
H
4
8
2
B
H
4
8
0
B
B
H
4
8
0
D
B
H
4
8
1
B
B
H
4
8
0
A
B
H
4
7
9
A
B
H
4
7
9
B
T
P
3
1
1
T
P
3
5
4
T
P
3
5
5
D
P
5
0
1
D
P
5
0
2
D
P
5
0
3
D
P
5
0
4
D
P
5
0
5
D
P
5
0
6
D
P
5
0
7
D
P
5
0
8
D
P
5
0
9
Ground Investigation
Section B
Sheet 1 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.4
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
1
0
K
v
FF
FF
F
W
F
W
C
R
C
A
S
H
E
L
(
E
D
B
e
lla
n
a
g
a
r
e
)
P
o
n
d
1
0
K
v
C
S
C
S
N
1
3
+
4
0
0
1
3
+
5
0
0
1
3
+
2
0
0
1
3
+
3
0
0
1
3
+
0
0
0
1
3
+
1
0
0
12+
800
12+
900
12+
600
12+
700
12+
300
12+
400
12
+5
00
1
1
+
9
0
0
1
2
+
0
0
0
12+
100
12+
200
11+
600
11+
700
1
1
+
8
0
0
B
H
1
0
C
P
+
R
C
B
H
1
1
B
H
1
2
B
H
1
3
B
H
1
4
C
P
+
R
C
B
H
1
4
A
T
P
0
3
3
T
P
0
3
4
T
P
0
3
5
T
P
0
3
6
T
P
0
3
7
T
P
0
3
8
T
P
0
3
9
T
P
0
4
0
B
H
1
0
C
P
+
R
C
B
H
1
1
B
H
1
2
B
H
1
3
B
H
1
4
C
P
+
R
C
B
H
1
4
A
T
P
0
3
3
T
P
0
3
4
T
P
0
3
5
T
P
0
3
6
T
P
0
3
7
T
P
0
3
8
T
P
0
3
9
T
P
0
4
0
D
P
4
0
2
D
P
4
0
2
A
D
P
4
0
2
B
D
P
4
0
2
C
D
P
4
8
2
D
P
4
8
3
D
P
4
8
4
D
P
4
8
5
G
P 3
12
ER
& S
R
G
eophysic
s
D
P
4
8
1
C
D
P
4
8
5
A
D
P
4
8
1
B
D
P
4
9
4
D
P
4
9
5
B
H
4
1
3
B
H
4
1
6
B
H
4
1
7
B
H
4
1
8
B
H
4
1
9
B
H
4
1
5
B
H
4
1
4
B
H
4
8
1
A
B
H
4
8
2
B
H
4
8
3
B
H
4
8
3
A
B
H
4
8
0
D
B
H
4
8
1
B
B
H
4
9
5
T
P
3
1
2
T
P
3
1
3
T
P
3
1
2
A
T
P
3
1
1
A
Datum=55.000
10
+0
00
80
.7
99
82
.1
09
-1
.3
10
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
31
2
90.201
TP
31
1A
92.122
RC
41
8
BH
41
8
88.955
TP
31
2A
88.143
TP
31
3
90.704
RC
41
9
BH
41
9
95.302
TS
GF
GF
BOULDER
TS
GF
GF
BOULDER
TS
GF
BOULDER
TS
GF
GF
BOULDER
ROCK UND
SANDST
TS
GF
CB
SANDST
GC
ROCK UND
BOULDER
TS
GF
GC
ROCK UND
SANDST
AF
AF
GF
PEAT
BH
48
1B
PEAT
GF
GF
BH
48
1A
GF
GF
PEAT
TS
BH
48
2
GF
GF
PEAT
TS
GF
BH
48
3
GF
GF
PEAT
BH
48
3A
DP
48
3
92.8
DP
49
5
DP
48
4
96.28
BH
49
5
DP
48
5
95.14
DP
48
5A
93.38
GF
MUDST
SANDST
PEAT
GF
SANDST
BH
11
BH
12
90.94
91.84
GF
GF
GF
SANDST
SANDST
GF
GF
GF
GF
PEAT
GC
BH
10
PEAT
GF
GF
TP
03
6
BH
11
BH
12
90.94
91.84
GF
GF
GF
SANDST
SANDST
GF
GF
GF
11
+7
00
11
+7
50
11
+8
00
11
+8
50
11
+9
00
11
+9
50
12
+0
00
12
+0
50
12
+1
00
12
+1
50
12
+2
00
12
+2
50
12
+3
00
12
+3
50
12
+4
00
12
+4
50
12
+5
00
12
+5
50
12
+6
00
12
+6
50
12
+7
00
12
+7
50
12
+8
00
12
+8
50
12
+9
00
12
+9
50
13
+0
00
13
+0
50
13
+1
00
13
+1
50
13
+2
00
13
+2
50
13
+3
00
13
+3
50
13
+4
00
91
.5
39
92
.3
18
93
.2
44
93
.7
46
94
.4
42
95
.3
09
95
.8
16
96
.2
92
96
.4
68
95
.9
82
95
.1
38
94
.9
39
94
.6
85
95
.2
08
93
.9
83
93
.2
78
91
.7
93
91
.1
07
90
.7
98
90
.8
92
90
.0
91
89
.8
13
89
.7
22
88
.9
05
89
.6
58
90
.1
59
90
.0
69
91
.7
78
92
.5
19
93
.3
90
94
.6
86
95
.3
46
96
.0
16
95
.5
93
94
.9
77
94
.1
88
94
.4
88
94
.7
88
95
.0
88
95
.3
88
95
.6
88
95
.9
58
96
.1
66
96
.3
11
96
.3
94
96
.4
14
96
.3
72
96
.2
67
96
.1
00
95
.8
71
95
.5
78
95
.2
24
94
.8
06
94
.3
27
93
.7
85
93
.1
80
92
.5
32
91
.8
82
91
.2
32
90
.5
82
89
.9
32
89
.2
82
88
.6
32
87
.9
82
87
.3
32
86
.6
82
86
.0
32
85
.3
82
84
.7
32
84
.0
82
CULVERT
WC12.01
-2
.6
48
-2
.1
70
-1
.5
43
-1
.3
42
-0
.9
46
-0
.3
79
-0
.1
42
0.1
26
0.1
57
-0
.4
12
-1
.2
76
-1
.4
33
-1
.5
82
-0
.8
92
-1
.8
88
-2
.3
00
-3
.4
31
-3
.7
00
-3
.5
29
-2
.8
92
-3
.0
88
-2
.7
18
-2
.1
60
-2
.3
26
-0
.9
23
0.2
27
0.7
87
3.1
46
4.5
38
6.0
59
8.0
05
9.3
14
10
.6
35
10
.8
61
10
.8
95
EX
IS
TIN
G N
5
(N
orth
)
EX
IS
TIN
G N
5
(S
ou
th
)
Ground Investigation
Section B
Sheet 2 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.5
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
D
CW
C
W
C
R
U
N
D
C
R
C
R
P
o
n
d
C
h
u
r
c
h
(
S
it
e
o
f
)
C
a
lt
r
a
g
h
(
C
h
ild
r
e
n
s
B
u
r
ia
l
G
r
o
u
n
d
)
C
R
D
R
U
M
M
I
N
C
S
C
S
N
15+
100
14+
800
14+
900
15+
000
14+
600
14+
700
14+
400
14+
500
14+
200
14+
300
14+
000
14+
100
13+
800
13+
900
1
3
+
6
0
0
13+
700
1
3
+
4
0
0
1
3
+
5
0
0
1
3
+
2
0
0
1
3
+
3
0
0
B
H
1
3
B
H
1
4
C
P
+
R
C
B
H
1
4
A
B
H
1
5
B
H
1
6
B
H
1
6
A
C
P
+
R
C
B
H
1
7
B
H
1
8
T
P
0
4
0
T
P
0
4
1
T
P
0
4
2
T
P
0
4
3
T
P
0
4
4
T
P
0
4
5
T
P
0
4
6
B
H
1
3
B
H
1
4
C
P
+
R
C
B
H
1
4
A
B
H
1
5
B
H
1
6
B
H
1
6
A
C
P
+
R
C
B
H
1
7
B
H
1
8
T
P
0
4
0
T
P
0
4
1
T
P
0
4
2
T
P
0
4
3
T
P
0
4
4
T
P
0
4
5
T
P
0
4
6
D
P
4
0
3
D
P
4
0
4
D
P
4
0
5
D
P
4
0
3
A
D
P
4
1
5
D
P
4
1
4
D
P
4
1
4
A
D
P
4
1
4
B
D
P
4
3
0
D
P
4
3
1
D
P
4
3
2
D
P
4
3
3
D
P
4
3
7
D
P
4
3
8
G
P
3
0
2
E
R
&
S
R
G
E
O
P
h
y
s
ic
s
B
H
4
1
9
B
H
4
2
0
B
H
4
2
2
B
H
4
2
3
B
H
4
2
0
A
B
H
4
2
3
A
B
H
4
2
0
A
.1
B
H
4
2
1
A
B
H
4
2
2
B
B
H
4
2
1
B
H
4
2
3
B
BH
423C
T
P
3
1
4
T
P
3
1
4
A
T
P
3
5
6
T
P
3
5
7
TP
359
Datum=55.000
10
+0
00
80
.7
99
82
.1
09
-1
.3
10
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
DP
414
69.009
DP
414B
70.064
RC
420A
BH
420A
.1
72.134
BH
420A
72.233
TP
314
74.749
RC
420
BH
420
83.740
DP
403
68.835
RC
421
BH
421
68.453DP
415
68.558
TP
314A
68.058
DP
404
68.392
RC
423
BH
423
67.696
DP
403A
67.659
RC
422
BH
422
67.656
DP
405
BH
423A
68.284
ROCK UND
BOULDER
ROCK UND
SANDST
TS
GF
GC
GF
BOULDER
ROCK
GF
ROCK UND
SANDST
TS
GF
CB
BOULDER
TS
GC
BOULDER
SANDST
TS
GF
SANDST
MUDST
SILTST
DP
DP
DP
PEAT
AF
BOULDER
SANDST
ROCK UND
SANDST
DP
TS
PEAT
GC
GC
BOULDER
TS
PEAT
GC
GF
BOULDER
DP
DP
GC
GF
GC
GF
PEAT
AF
TS
PEAT
PEAT
AF
GC
BOULDER
SANDST
ROCK UND
SANDST
BH
421A
PEAT
AF
GC
SANDST
DP
414A
BH
422B
BH
423B
PEAT
AF
GF
SANDST
PEAT
AF
SANDST
GF
BH
14A
BH
14
TP
041
BH
16
BH
16A
93.7393.71
77.33
77.12
89.08
GF
GF
GF
GF
GC SANDST
SANDST
SANDST
SANDST
TS
GF
TS
GF
GF
GF
TS
GF
GC
GC
GC
GF
BH
423C
PEAT
LIMEST
BH
14A
BH
14
TP
041
BH
16
BH
16A
93.7393.71
77.33
77.12
89.08
GF
GF
GF
GF
GC SANDST
SANDST
SANDST
SANDST
TS
GF
TS
GF
GF
GF
TS
GF
GC
GC
GC
13+
400
13+
450
13+
500
13+
550
13+
600
13+
650
13+
700
13+
750
13+
800
13+
850
13+
900
13+
950
14+
000
14+
050
14+
100
14+
150
14+
200
14+
250
14+
300
14+
350
14+
400
14+
450
14+
500
14+
550
14+
600
14+
650
14+
700
14+
750
14+
800
14+
850
14+
900
14+
950
15+
000
15+
050
15+
100
94.977
94.259
93.458
93.079
90.746
87.745
84.520
81.305
78.434
75.660
73.069
70.567
69.974
69.587
69.445
69.517
69.067
68.696
68.642
68.862
68.030
68.129
67.854
67.566
67.559
67.524
67.924
67.784
67.714
67.980
68.516
68.363
68.539
69.028
69.672
84.082
83.432
82.782
82.132
81.482
80.832
80.182
79.532
78.882
78.232
77.582
76.932
76.282
75.632
74.982
74.332
73.682
73.032
72.382
71.789
71.362
71.100
71.006
71.078
71.301
71.551
71.801
72.051
72.301
72.551
72.801
73.051
73.301
73.551
73.801
BRIDGE
WB14.01
CULVERT
WC14.01
UNDERPASS
UP13.01
10.895
10.827
10.676
10.947
9.264
6.913
4.339
1.773
-0.447
-2.572
-4.512
-6.365
-6.307
-6.044
-5.537
-4.815
-4.614
-4.336
-3.739
-2.927
-3.331
-2.971
-3.152
-3.513
-3.742
-4.028
-3.877
-4.268
-4.587
-4.571
-4.285
-4.688
-4.762
-4.524
-4.129
Ground Investigation
Section B
Sheet 3 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.6
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
LIMESTLIMEST
GF
GF
GF
BOULDER
LIMEST
GF
CB
GF
LIMEST
PEAT
RC
424
BH
424
70.851
DP
405
69.109
RC
425
BH
425
73.644
DP
406
73.173
TP
315
76.446
RC
425B
BH
425B
77.075
BH
425A
79.334
DP
407
80.949
TP
316
80.220
DP
408A
82.065
RC
426
BH
426
81.773
AF
GF
BOULDER
GF
PEAT
GF
GF
DP
GF
GF
PEAT
GF
GF
TS
GF
GF
GF
BOULDER
TS
GC
GF
GF
GF
GF
GF
BOULDER
PEAT
GF
GF
GF
GF
DP
DP
DP
BH
424A
PEAT
GF
LIMEST
TP
047
TP
050
BH
19A
TP
053
TP
058
76.61
70.49
76.30
80.48
81.79
PEAT
PEAT
PEAT
PEAT
GF
CB
GF
GF
LIMEST
TS
GF
GF
GF
TS
GF
GF
GF
PEAT
PEAT
GF
GF
BH
423C
PEAT
LIMEST
TP
047
TP
050
BH
19A
TP
053
TP
058
76.61
70.49
76.30
80.48
81.79
PEAT
PEAT
PEAT
PEAT
GF
CB
GF
GF
LIMEST
TS
GF
GF
GF
TS
GF
GF
GF
PEAT
PEAT
GF
15+
100
15+
150
15+
200
15+
250
15+
300
15+
350
15+
400
15+
450
15+
500
15+
550
15+
600
15+
650
15+
700
15+
750
15+
800
15+
850
15+
900
15+
950
16+
000
16+
050
16+
100
16+
150
16+
200
16+
250
16+
300
16+
350
16+
400
16+
450
16+
500
16+
550
16+
600
16+
650
16+
700
16+
750
16+
800
69.672
69.478
69.831
70.720
71.086
70.379
71.653
72.262
73.603
74.444
74.157
74.501
75.427
76.216
77.237
77.624
78.097
78.710
79.107
79.598
79.979
80.577
80.729
80.862
80.991
81.077
81.532
81.282
81.539
81.535
81.868
82.141
82.279
82.609
82.624
73.801
74.051
74.301
74.551
74.801
75.051
75.301
75.551
75.801
76.051
76.301
76.551
76.801
77.051
77.301
77.551
77.801
78.051
78.301
78.551
78.801
79.051
79.301
79.551
79.801
80.051
80.301
80.551
80.801
81.051
81.301
81.551
81.801
82.051
82.301
CULVERT
WC15.01
UNDERPASS
UP15.01
-4.129
-4.574
-4.470
-3.832
-3.715
-4.672
-3.648
-3.290
-2.199
-1.608
-2.144
-2.050
-1.375
-0.835
-0.064
0.073
0.296
0.659
0.806
1.047
1.178
1.525
1.428
1.311
1.190
1.026
1.230
0.730
0.738
0.484
0.567
0.590
0.477
0.558
0.322
LS
-5642 (N
orth)
LS
-5642 (S
outh)
8
6
.1
C
S
T
k
D
F
F
F
F
C
D
C
S
FF
T
O
N
A
K
N
IC
K
F
F
T
o
b
e
r K
n
o
c
k
a
g
e
e
ly
(S
ite
o
f)
C
S
C
S
C
S
C
S
F
F
F
F
C
D
C
D
C
S
C
S
C
D
C
D
F
F
F
F
N
16+
700
16
+8
00
16+
30
0
16
+4
00
16
+5
00
16+
60
0
15+
80
0
15
+9
00
16+
00
0
16
+1
00
16+
200
15
+4
00
15
+5
00
15+
600
15+
700
15+
100
15+
200
15+
300
14+
900
15+
000
B
H
1
8
B
H
1
9
C
P
+
R
C
B
H
1
9
A
T
P
0
4
6
T
P
0
4
7
T
P
0
4
9
T
P
0
5
0
T
P
0
5
2
T
P
0
5
3
T
P
0
5
5
T
P
0
5
8
B
H
1
8
B
H
1
9
C
P
+
R
C
B
H
1
9
A
T
P
0
4
6
T
P
0
4
7
T
P
0
4
9
T
P
0
5
0
T
P
0
5
2
T
P
0
5
3
T
P
0
5
5
T
P
0
5
8
D
P
4
0
4
D
P
4
0
5
D
P
4
0
6
D
P
4
0
7
D
P
4
0
8
A
D
P
4
0
8
B
D
P
4
3
1
D
P
4
3
2
D
P
4
3
3
D
P
4
3
4
D
P
4
3
6
D
P
4
3
5
D
P
4
3
7
D
P
4
3
8
D
P
4
3
9
D
P
4
4
0
D
P
4
4
1
D
P
4
4
1
A
D
P
4
4
1
B
B
H
4
2
4
B
H
4
2
5
B
H
4
2
6
B
H
4
2
5
A
B
H
4
2
3
A
B
H
4
2
5
B
B
H
4
2
3
B
BH
423C
B
H
4
2
4
A
T
P
3
1
6
T
P
3
1
5
T
P
3
1
4
A
T
P
3
1
5
A
T
P
3
5
7
T
P
3
5
8
TP 359
T
P
3
6
0
T
P
3
6
1
T
P
3
6
2
T
P
3
7
1
T
P
3
7
0
Datum=55.000
10
+0
00
80
.7
99
82
.1
09
-1
.3
10
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
Ground Investigation
Section B
Sheet 4 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.7
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
TF
Pollow
eneen
F
F
TK FC
F
CR
F
F
U
N
D
R369
School
U
N
D
U
N
D
C
D
C
D
F
F
F
F
C
D
C
D
F
F
F
F
C
D
C
D
C
R
C
R
C
D
C
D
C
S
C
S
CD
CD
F
F
F
F
F
F
F
F
R369
N
18+
400
18+
500
18+
600
17+
500
17+
600
17
+7
00
17+
800
17+
900
18+
000
18+
100
18+
200
18+
300
17+
100
17+
200
17+
300
17+
400
16+
700
16+
800
16+
900
17+
000
BH
20
B
H
2
0
A
B
H
2
1
BH
21A
CP + R
C
BH
23
TP
055
TP
057
TP
058
TP
059
TP
061
TP
063
BH
20
B
H
2
0
A
B
H
2
1
BH
21A
CP + R
C
BH
23
TP
055
TP
057
TP
058
TP
059
TP
061
TP
063
DP
408
DP
408C
DP
408A
DP
408B
DP
412
DP
413
DP
442
DP
444
DP
443
DP
447
DP
445
DP
446
DP
448
DP
449
DP
450
DP
451
DP
452
DP
453
DP
489
G
P
303
E
R
&
S
R
G
E
O
P
hysic
s
G
P
309
E
R
&
S
R
G
eophysic
s
G
P
310
E
R
&
S
R
G
eophysic
s
DP
487A
B
H
4
2
6
B
H
4
2
8
B
H
4
2
9
B
H
4
2
8
A
T
P
3
1
8
TP
319
T
P
320
T
P
3
1
8
A
T
P
3
1
8
B
TP
319A
T
P
3
6
3
T
P
3
6
4
DP
487B
Datum=55.000
10
+0
00
80
.7
99
82
.1
09
-1
.3
10
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
DP
408C
83.242
TP
318
82.883
TP
319A
83.679
TP
319
83.968
RC
428
BH
428
82.218
TP
320
82.393
DP
412
82.469
DP
PEAT
GF
GF
TS
GF
GF
GF
GC
GF
TS
GF
GF
GF
GF
GF
BOULDER
LIMEST
TS
GF
GF
GF
GF
LIMEST
DP
TP
363
PEAT
GF
TS
GF
TP
364
GF
TS
GF
DP
408B
DP
408
DP
443
DP
447
DP
452
DP
453
BH
23
83.36
PEAT
GF
GC
GF
GF
GC
BH
23
83.36
PEAT
GF
GC
GF
GF
GC
16+
800
16+
850
16+
900
16+
950
17+
000
17+
050
17+
100
17+
150
17+
200
17+
250
17+
300
17+
350
17+
400
17+
450
17+
500
17+
550
17+
600
17+
650
17+
700
17+
750
17+
800
17+
850
17+
900
17+
950
18+
000
18+
050
18+
100
18+
150
18+
200
18+
250
18+
300
18+
350
18+
400
18+
450
18+
500
82.624
82.790
83.289
83.597
83.921
84.142
84.158
83.706
82.973
82.527
83.188
83.294
83.270
83.162
83.372
83.287
84.064
83.317
83.275
83.571
83.863
84.152
84.428
84.224
84.184
83.128
83.481
83.155
82.987
82.704
82.476
82.240
82.420
82.283
82.426
82.301
82.551
82.801
83.051
83.301
83.551
83.801
84.051
84.301
84.551
84.801
85.051
85.301
85.551
85.801
86.051
86.301
86.524
86.684
86.782
86.818
86.791
86.701
86.549
86.334
86.084
85.834
85.584
85.334
85.084
84.834
84.584
84.334
84.084
83.834
0.322
0.239
0.488
0.545
0.619
0.591
0.357
-0.346
-1.328
-2.024
-1.614
-1.758
-2.032
-2.389
-2.429
-2.765
-2.237
-3.207
-3.409
-3.211
-2.954
-2.639
-2.273
-2.325
-2.151
-2.957
-2.353
-2.429
-2.347
-2.380
-2.358
-2.344
-1.914
-1.801
-1.408
R369 LO
CA
L A
CC
ES
S
ON
LY
(N
orth)
R369 (S
outh)
LS
-5601 (N
orth)
Ground Investigation
Section B
Sheet 5 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.8
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
Polloweneen
CR
CORRY WEST
R369
C
R
C
R
CR
CLOONYEFFER
C
R
F
F
W
C
F
C
R
R369
Post Office
CORRY EAST
N
19+
700
19+
800
19+
900
20+
000
20+
100
20+
200
18+
400
18+
500
18+
600
18+
700
18+
800
18+
900
19+
000
19+
100
19+
200
19+
300
19+
400
19+
500
19+
600
18+
300
B
H
2
1
BH21A
BH24
CP + RC
BH25
TP061
TP063
TP064
TP066
TP067
TP069
TP071
TP072
B
H
2
1
BH21A
BH24
CP + RC
BH25
TP061
TP063
TP064
TP066
TP067
TP069
TP071
TP072
DP 412
DP 413
GP 303
ER & SR
GEOPhysics
GP 309
ER & SR
Geophysics
GP 310
ER & SR
Geophysics
B
H
4
3
0
B
H
4
3
1
B
H
4
3
2B
H
4
2
8
B
H
4
2
9
B
H
4
3
0
A
B
H
4
3
1
A
B
H
4
2
8
A
B
H
4
3
0
B
B
H
4
3
3
TP 320
TP 322
TP 323
TP 321
TP 323A
TP 321A
TP 372
TP 373
Datum=55.000
10+
000
80.799
82.109
-1.310
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
DP
41
2
82.469
DP
41
3
83.143RC
42
9
BH
42
9
82.881 RC
43
1
BH
43
1
84.007
RC
43
0B
BH
43
0B
84.485
TP
32
1
84.240
BH
43
0A
83.959
RC
43
0
BH
43
0
83.405
RC
43
1A
BH
43
1A
83.676
RC
43
2
BH
43
2
84.482
TP
32
2
83.673
TP
32
3
BOULDER
LIMEST
GF
GF
TS
GF
GF
LIMEST
BOULDER
GF
GF
GF
LIMEST
LIMEST
DP
LIMEST
LIMEST
DP
TS
GF
GF
BOULDER
TS
GF
GF
ROCKUND
LIMEST
TS
GF
GF
ROCK UND
BOULDER
ROCK UND
LIMEST
TS
GF
GF
LIMEST
BOULDER
LIMEST
TS
GF
GF
CB
GF
GF
LIMEST
ROCK UND
LIMEST
GF
ROCK UND
BOULDER
LIMEST
TS
GF
GF
GC
GF
GF
BH
42
8A
GF
TS
GF
GF
LIMEST
TP
32
1A
BH
43
3
TS
GF
GC
18
+5
00
18
+5
50
18
+6
00
18
+6
50
18
+7
00
18
+7
50
18
+8
00
18
+8
50
18
+9
00
18
+9
50
19
+0
00
19
+0
50
19
+1
00
19
+1
50
19
+2
00
19
+2
50
19
+3
00
19
+3
50
19
+4
00
19
+4
50
19
+5
00
19
+5
50
19
+6
00
19
+6
50
19
+7
00
19
+7
50
19
+8
00
19
+8
50
19
+9
00
19
+9
50
20
+0
00
20
+0
50
20
+1
00
20
+1
50
20
+2
00
82
.4
26
82
.8
59
83
.0
72
83
.0
20
83
.0
03
83
.4
30
84
.1
96
84
.8
61
84
.8
25
84
.5
03
84
.6
22
84
.4
86
84
.1
28
83
.6
85
82
.4
15
84
.1
13
84
.0
04
84
.1
30
84
.2
90
84
.4
07
84
.9
27
84
.6
02
84
.2
20
84
.4
22
84
.5
21
83
.9
67
83
.3
34
82
.7
03
81
.9
32
81
.5
23
81
.2
92
81
.1
41
81
.1
93
81
.3
66
81
.2
44
83
.8
34
83
.5
84
83
.3
34
83
.0
84
82
.8
34
82
.5
84
82
.3
34
82
.0
84
81
.8
34
81
.5
84
81
.3
34
81
.0
84
80
.8
34
80
.5
84
80
.3
34
80
.0
84
79
.8
34
79
.5
84
79
.3
34
79
.0
84
78
.8
34
78
.5
84
78
.3
34
78
.0
84
77
.8
34
77
.5
84
77
.3
34
77
.0
84
76
.8
34
76
.5
84
76
.3
34
76
.0
84
75
.8
34
75
.5
84
75
.3
34
-1
.4
08
-0
.7
25
-0
.2
62
-0
.0
64
0.1
69
0.8
46
1.8
62
2.7
77
2.9
91
2.9
18
3.2
88
3.4
01
3.2
94
3.1
01
2.0
80
4.0
28
4.1
70
4.5
46
4.9
56
5.3
23
6.0
92
6.0
17
5.8
86
6.3
38
6.6
87
6.3
83
5.9
99
5.6
18
5.0
98
4.9
38
4.9
57
5.0
57
5.3
58
5.7
81
5.9
10
OVERBRIDGE
OB19.01
Ground Investigation
Section B
Sheet 6 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.9
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
CR
C
S
C
S
F
F
C
F
C
D
CARTRONAGOR
Quarry
(disused)
Quarry (disused)
CW
N
2
2
+
1
0
0
2
1
+
9
0
0
2
2
+
0
0
0
2
1
+
7
0
0
2
1
+
8
0
0
21+
300
21+
400
2
1
+
5
0
0
2
1
+
6
0
0
20+
700
20+
800
20+
900
21+
000
21+
100
21+
200
20+
100
20+
200
20+
300
20+
400
20+
500
20+
600
B
H
2
6
BH26A
BH27
B
H
2
7
A
C
P
+
R
C
BH
27B
TP075
TP077
TP078
TP079
TP080
TP081
TP082
TP083
B
H
2
6
BH26A
BH27
B
H
2
7
A
C
P
+
R
C
BH
27B
TP075
TP077
TP078
TP079
TP080
TP081
TP082
TP083
DP 417
DP 454
DP 455
DP 456
DP 457
DP 458
DP 460
DP 459
DP 461
DP 491
B
H
4
3
3
B
B
H
4
3
4
B
H
4
3
5
B
H
4
3
4
A
B
H
4
3
4
B
B
H
4
3
4
C
B
H
4
3
4
A
.
1
B
H
4
3
4
.
1
B
H
4
3
3
A
B
H
4
3
3
TP 3
23
TP
325
TP 3
23B
T
P
3
2
7
A
T
P
3
2
7
TP
375
TP
375A
Datum=55.000
10+
000
80.799
82.109
-1.310
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
RC
43
4
BH
43
4
82.222
BH
43
4.1
82.145
TP
32
3
81.723
BH
43
4A
71.005
BH
43
4A
.1
71.040
TP
32
3B
74.248
BH
43
4C
71.361
TP
32
5
68.563
BH
43
5
75.888
GF
GF
BOULDER
GF
BOULDER
TS
GF
GF
PEAT
GF
GF
BOULDER
PEAT
GF
GF
BOULDER
TS
GF
BOULDER
GF
BOULDER
GF
GC
LIMEST
GC
GF
GC
GF
LIMEST
TS
GF
GF
BH
43
3A
GF
GF
GC
GC
LIMEST
BH
43
4B
TS
GF
GF
TP
32
7
GF
GF
DP
45
4
DP
41
7
TP
07
5
TP
07
7
TP
08
1
BH
27
B
79.05
70.11
75.77
BH
27
BH
27
A
TS
GF
TS
GF
GC
GC
TS
GF
GF
GF
GF
GF
GF
75.03
75.17
GF
GF
BH
43
3B
GF
LIMEST
TP
07
5
TP
07
7
TP
08
1
BH
27
B
79.05
70.11
75.77
BH
27
BH
27
A
TS
GF
TS
GF
GC
GC
TS
GF
GF
GF
GF
GF
GF
75.03
75.17
GF
GF
20
+2
00
20
+2
50
20
+3
00
20
+3
50
20
+4
00
20
+4
50
20
+5
00
20
+5
50
20
+6
00
20
+6
50
20
+7
00
20
+7
50
20
+8
00
20
+8
50
20
+9
00
20
+9
50
21
+0
00
21
+0
50
21
+1
00
21
+1
50
21
+2
00
21
+2
50
21
+3
00
21
+3
50
21
+4
00
21
+4
50
21
+5
00
21
+5
50
21
+6
00
21
+6
50
21
+7
00
21
+7
50
21
+8
00
21
+8
50
21
+9
00
81
.2
44
81
.3
75
81
.2
15
81
.3
25
80
.8
67
80
.0
60
79
.2
17
77
.0
88
75
.5
78
74
.5
48
73
.4
40
72
.1
87
71
.2
44
70
.7
77
70
.2
93
69
.7
58
69
.4
42
69
.0
51
68
.8
27
68
.6
33
68
.0
05
67
.8
66
68
.8
83
68
.3
85
69
.4
92
70
.1
66
71
.0
09
71
.8
45
72
.5
00
73
.1
92
73
.6
00
74
.4
29
75
.0
25
75
.6
00
76
.2
80
75
.3
34
75
.0
84
74
.8
34
74
.5
84
74
.3
34
74
.0
84
73
.8
34
73
.5
84
73
.3
34
73
.0
84
72
.8
34
72
.5
84
72
.3
34
72
.0
84
71
.8
34
71
.5
84
71
.3
34
71
.0
84
70
.8
34
70
.6
32
70
.9
50
71
.4
50
71
.9
50
72
.4
50
72
.9
50
73
.4
50
73
.9
50
74
.4
50
74
.9
50
75
.4
50
75
.9
50
76
.4
50
76
.9
26
77
.1
90
77
.2
04
CULVERT
WC21.01
5.9
10
6.2
90
6.3
80
6.7
40
6.5
33
5.9
75
5.3
82
3.5
04
2.2
43
1.4
64
0.6
06
-0
.3
97
-1
.0
90
-1
.3
07
-1
.5
41
-1
.8
27
-1
.8
93
-2
.0
34
-2
.0
08
-1
.9
99
-2
.9
45
-3
.5
84
-3
.0
67
-4
.0
65
-3
.4
58
-3
.2
84
-2
.9
41
-2
.6
05
-2
.4
50
-2
.2
58
-2
.3
50
-2
.0
21
-1
.9
01
-1
.5
90
-0
.9
25
R3
69
(W
est)
Ground Investigation
Section B
Sheet 7 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.10
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
F
C
F
C
R
C
R
C
R
C
S
FF
C
R
E
E
V
E
(
E
D
R
o
s
s
m
o
r
e
)
F
F
F
F
C
F
C
F
F
F
N
23+
500
23+
600
23+
300
23+
400
23+
100
23+
200
22+
900
23+
000
22+
800
22+
70
0
22+
500
22+
600
22+
300
22+
400
22
+1
00
22+
20
0
21+
900
22+
000
21+
800
B
H
2
7
B
H
2
7
A
C
P
+
R
C
B
H
2
7
B
B
H
2
8
B
H
2
8
A
B
H
2
9
B
H
2
9
A
B
H
2
9
B
T
P
0
8
1
T
P
0
8
2
T
P
0
8
3
T
P
0
8
4
T
P
0
8
5
T
P
0
8
6
T
P
0
8
7
T
P
0
8
8
T
P
0
8
9
B
H
2
7
B
H
2
7
A
C
P
+
R
C
B
H
2
7
B
B
H
2
8
B
H
2
8
A
B
H
2
9
B
H
2
9
A
B
H
2
9
B
T
P
0
8
1
T
P
0
8
2
T
P
0
8
3
T
P
0
8
4
T
P
0
8
5
T
P
0
8
6
T
P
0
8
7
T
P
0
8
8
T
P
0
8
9
D
P
4
1
7
D
P
4
6
3
D
P
4
6
4
D
P
4
6
5
D
P
4
6
6D
P
4
6
7
D
P
4
6
8
D
P
4
6
9
D
P
4
6
8
A
BH 435
BH 436
BH 435A
TP 329
TP 330
TP 327A
TP 327
TP 365
TP 366
D
P
4
9
7
D
P
4
9
8
Datum=55.000
10+
000
80.799
82.109
-1.310
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
BH
435A
75.236
BH
435
75.888
TP
329
70.309
BH
436
62.490
TS
GF
GF
GF
GF
BOULDER
TS
GF
GF
GF
GC
GF
GF
BOULDER
GF
GF
BOULDER
DP
497
DP
498
71.06
BH
27B
BH
28
TP
086
BH
29B
TP
089
BH
27
BH
27A
BH
29A
BH
29
BH
28A
GF
GF
GF
75.03
GF
75.15
GF
GF
75.17
GF
71.03
GF
GF
GF
CB
GF
GF
CB
GF
GF
62.57TS
GF
GF
GC
GF
GF
65.15
TS
GF
GC
GC
64.96
TS
65.02
TS
GF
69.32
TS
GF
GF
GF
GF
GF
TP
366
TS
GF
71.06
BH
27B
BH
28
TP
086
BH
29B
TP
089
BH
27
BH
27A
BH
29A
BH
29
BH
28A
GF
GF
GF
75.03
GF
75.15
GF
GF
75.17
GF
71.03
GF
GF
GF
CB
GF
GF
CB
GF
GF
62.57TS
GF
GF
GC
GF
GF
65.15
TS
GF
GC
GC
64.96
TS
65.02
TS
GF
69.32
TS
GF
GF
GF
GF
GF
21
+9
00
21
+9
50
22
+0
00
22
+0
50
22
+1
00
22
+1
50
22
+2
00
22
+2
50
22
+3
00
22
+3
50
22
+4
00
22
+4
50
22
+5
00
22
+5
50
22
+6
00
22
+6
50
22
+7
00
22
+7
50
22
+8
00
22
+8
50
22
+9
00
22
+9
50
23
+0
00
23
+0
50
23
+1
00
23
+1
50
23
+2
00
23
+2
50
23
+3
00
23
+3
50
23
+4
00
23
+4
50
23
+5
00
23
+5
50
23
+6
00
76
.2
80
76
.7
50
77
.1
81
76
.7
12
76
.7
39
76
.8
51
75
.7
24
75
.5
87
75
.6
06
74
.8
48
74
.0
65
73
.4
96
72
.1
17
70
.5
76
68
.9
99
67
.8
98
66
.5
21
65
.0
90
64
.1
37
63
.6
01
62
.7
70
62
.1
83
61
.9
70
62
.6
85
63
.2
40
63
.0
51
63
.6
12
65
.2
35
66
.2
63
67
.4
59
68
.2
19
68
.4
25
69
.1
07
69
.9
45
70
.7
22
77
.2
04
76
.9
68
76
.4
83
75
.7
53
74
.9
45
74
.1
37
73
.3
29
72
.5
21
71
.7
13
70
.9
05
70
.0
97
69
.2
91
68
.6
37
68
.2
33
67
.9
81
67
.7
31
67
.4
80
67
.2
30
66
.9
80
66
.7
29
66
.4
79
66
.2
29
65
.9
78
65
.7
28
65
.4
77
65
.2
27
64
.9
77
64
.7
26
64
.4
76
64
.2
25
63
.9
75
63
.7
25
63
.4
74
63
.2
24
62
.9
74
CULVERT
WC23.01
-0
.9
25
-0
.2
18
0.6
99
0.9
59
1.7
95
2.7
15
2.3
95
3.0
66
3.8
93
3.9
43
3.9
68
4.2
05
3.4
80
2.3
43
1.0
18
0.1
67
-0
.9
59
-2
.1
40
-2
.8
43
-3
.1
29
-3
.7
09
-4
.0
46
-4
.0
08
-3
.0
42
-2
.2
38
-2
.1
76
-1
.3
65
0.5
09
1.7
87
3.2
33
4.2
44
4.7
00
5.6
33
6.7
21
7.7
49
R3
69
(E
ast)
R3
69
(W
est)
Ground Investigation
Section B
Sheet 8 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.11
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
G
O
R
T
N
A
C
R
A
N
N
A
G
H
CS
N
6
1
N61
C
S
30+
300
30+
000
30+
100
30+
200
0+
000
0+
100
0+200
0+300
0+400
0+500
24+
100
23+
900
24+
000
23+
700
23+
800
23+
500
23+
600
0
+
0
0
0
0
+
1
0
0
0
+
2
0
0
N
B
H
3
0
B
H
3
1
C
P
+
R
C
B
H
3
2
T
P
0
8
9
T
P
0
9
0
T
P
0
9
1
T
P
0
9
3
B
H
3
0
B
H
3
1
C
P
+
R
C
B
H
3
2
T
P
0
8
9
T
P
0
9
0
T
P
0
9
1
T
P
0
9
3
B
H
4
3
7
B
H
4
3
7
A
B
H
4
3
7
B
B
H
4
3
7
C
T
P
3
3
0
T
P
3
3
0
B
Datum=55.000
10+
000
80.799
82.109
-1.310
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
330
71.159R
C437
BH
437
70.306
TS
GF
GF
GF
LIMEST
BOULDER
LIMEST
TS
GF
GF
GF
GF
BH
30
BH
32
74.22
66.15
TP
091
67.43
TS
GF
GF
TS
GC
GF
GF
GF
GC
GF
GC
GF
GF
GF
GF
GF
GF
BH
30
BH
32
74.22
66.15
TP
091
67.43
TS
GF
GF
TS
GC
GF
GF
GF
GC
GF
GC
GF
GF
GF
GF
GF
GF
23
+6
00
23
+6
50
23
+7
00
23
+7
50
23
+8
00
23
+8
50
23
+9
00
23
+9
50
24
+0
00
24
+0
50
24
+1
00
24
+1
50
24
+2
00
70
.7
22
71
.1
17
70
.2
45
70
.2
89
70
.6
85
70
.3
92
69
.8
65
69
.1
86
67
.8
29
67
.5
28
66
.9
34
65
.9
39
66
.3
32
62
.9
74
62
.7
23
62
.4
73
62
.2
22
61
.9
72
61
.7
22
61
.4
71
61
.2
21
60
.9
71
60
.7
20
60
.4
70
60
.2
19
7.7
49
8.3
94
7.7
72
8.0
66
8.7
13
8.6
71
8.3
93
7.9
65
6.8
58
6.8
08
6.4
64
5.7
20
N61 ROUNDABOUT
Ground Investigation
Section B
Sheet 9 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.12
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
S
H
A
N
K
IL
L
C
S
C
S
G
O
R
T
N
A
C
R
A
N
N
A
G
H
B
e
tty
F
ie
ld
A
b
b
e
y
(s
ite
o
f)
C
S
CF
FF
R
H
C
W
R
3
6
9
R
3
6
9
G
ra
v
e
Y
a
rd
30+
300
30+
000
30+
100
30+
200
N
0+
300
0+
400
0+
500
0
+
2
0
0
0
+
1
0
0
0
+
0
0
0
0
+
3
0
0
0
+
2
0
0
0
+
1
0
0
0
+
0
0
0
0
+
2
0
0
0
+
1
0
0
0
+
0
0
0
24+
100
23+
900
24+
000
23+
800
0+
000
0+
100
0+
200
0+
300
0+
400
0+
500
0+
600
0+
700
0+
800
0+
900
1+
000
1+
100
1+
200
1
+
2
5
0
B
H
3
0
C
P
+
R
C
B
H
3
2
T
P
0
9
1
T
P
0
9
3
B
H
3
0
C
P
+
R
C
B
H
3
2
T
P
0
9
1
T
P
0
9
3
B
H
4
3
7
B
H
4
3
7
A
B
H
4
3
7
B
B
H
4
3
7
C
T
P
3
3
0
A
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
N61 ROUNDABOUT
59
.9
91
60
.9
91
61
.9
91
62
.9
79
63
.7
75
64
.3
22
64
.6
19
64
.6
65
64
.4
62
64
.0
09
63
.5
35
63
.6
97
64
.4
09
65
.1
73
65
.9
36
66
.2
20
66
.1
83
67
.1
00
68
.9
77
71
.4
67
73
.9
43
76
.2
10
78
.2
26
79
.9
93
81
.5
09
82
.7
75
83
.0
84
6.3
82
5.7
85
4.2
19
4.7
79
4.5
03
4.0
64
3.8
63
1.9
38
0.2
78
0.1
32
-0
.1
57
0.0
41
0.0
00
0.0
15
0.0
82
-0
.0
05
-0
.1
18
-0
.4
58
-0
.0
40
0.5
25
0.0
24
-0
.0
19
-0
.1
66
1.0
79
1.5
06
0.9
40
0.4
60
0+
00
0
0+
05
0
0+
10
0
0+
15
0
0+
20
0
0+
25
0
0+
30
0
0+
35
0
0+
40
0
0+
45
0
0+
50
0
0+
55
0
0+
60
0
0+
65
0
0+
70
0
0+
75
0
0+
80
0
0+
85
0
0+
90
0
0+
95
0
1+
00
0
1+
05
0
1+
10
0
1+
15
0
1+
20
0
1+
25
0
1+
26
4
Datum = 55.000
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
CULVERT
WC24.02
LS
-6
02
2 (E
ast)
SHANKILL ROUNDABOUT
66
.3
73
66
.7
76
66
.2
09
67
.7
57
68
.2
78
68
.3
86
68
.4
82
66
.6
04
64
.7
40
64
.1
41
63
.3
79
63
.7
38
64
.4
09
65
.1
88
66
.0
18
66
.2
15
66
.0
66
66
.6
41
68
.9
37
71
.9
91
73
.9
67
76
.1
91
78
.0
60
81
.0
71
83
.0
15
83
.7
16
83
.5
44
BH
43
7A
65.370
TS
GF
GF
TP
33
0A
63.000
TS
GF
GF
CB
Ground Investigation
Section B
Sheet 10 of 10
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.13
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
R
C
R
C
R
C
S
FF
C
S
L
U
R
G
A
N
C
R
F
F
C
D
U
N
D
F
F
M
o
u
n
d
F
F
N
3
1
+
8
0
0
31+
000
31+
100
3
1
+
2
0
0
3
1
+
3
0
0
3
1
+
4
0
0
3
1
+
5
0
0
3
1
+
6
0
0
3
1
+
7
0
0
30+
700
30+
800
30+
900
30+
500
30+
600
30+
300
30+
400
30+
000
30+
100
30+
200
0+
300
0+
400
0+
500
24+
100
0+000
0+
100
0+200
0+300
C
P
+
R
C
B
H
3
2
C
P
+
R
C
B
H
3
3
T
P
0
9
3
T
P
0
9
4
T
P
0
9
5
T
P
0
9
6
T
P
0
9
8
T
P
0
9
9
T
P
1
0
1
T
P
1
0
2
C
P
+
R
C
B
H
3
2
C
P
+
R
C
B
H
3
3
T
P
0
9
3
T
P
0
9
4
T
P
0
9
5
T
P
0
9
6
T
P
0
9
8
T
P
0
9
9
T
P
1
0
1
T
P
1
0
2
D
P
4
0
9
D
P
4
1
0
D
P
4
1
1
D
P
4
1
0
A
G
P 3
04
ER
& S
R
G
EO
Physic
s
G
P
3
0
4
A
E
R
&
S
R
G
E
O
P
h
y
s
ic
s
B
H
4
3
8
B
H
4
4
1
B
H
4
4
2
B
H
4
3
9
B
H
4
4
0
B
H
4
3
7
A
B
H
4
3
7
B
B
H
4
3
7
C
B
H
4
4
0
A
B
H
4
4
0
B
B
H
4
4
1
A
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
BH
442
RC
442
48.016
DP
411
47.820
BH
441
RC
441
48.294
DP
410
50.088
DP
410A
48.143
DP
409
47.344
BH
440
BH
439
RC
439
47.457
RC
440
47.429
BH
438
RC
438
50.602
BH
437C
65.064
BOULDER
TS
PEAT
AF
LIMEST
TS
GF
GF
BOULDER
GF
BOULDER
TS
PEAT
GF
GF
LIMEST
ROCK
LIMEST
PEAT
AF
AF
GC
LIMEST
BOULDER
DP
DP
DP
DP
LIMEST
LIMEST
GF
GF
GF
GF
GF
LIMEST
ROCK UND
LIMEST
BH
32
66.15
GF
GF
GF
GF
GF
GF
TP
096
TS
GC
GC
GC
BH
440A
BH
440B
TP
099
48.34
PEAT
AF
GC
PEAT
AF
GF
LIMEST
PEAT
AF
LIMEST
TP
093
TP
094
65.56
55.06
AC
GF
GF
TS
AC
GF
GF
PEAT
AF
GC
LIMEST
BH
441A
PEAT
AF
GC
LIMEST
BOULDER
LIMEST
TP
093
TP
094
65.56
55.06
AC
GF
GF
TS
AC
GF
GF
30+
000
30+
050
30+
100
30+
150
30+
200
30+
250
30+
300
30+
350
30+
400
30+
450
30+
500
30+
550
30+
600
30+
650
30+
700
30+
750
30+
800
30+
850
30+
900
30+
950
31+
000
31+
050
31+
100
31+
150
31+
200
31+
250
31+
300
31+
350
31+
400
31+
450
31+
500
31+
550
31+
600
31+
650
31+
700
66.352
66.126
66.801
63.615
65.979
64.958
63.277
61.167
59.138
56.869
55.048
53.805
52.154
49.808
48.366
47.854
47.377
47.461
47.833
48.241
48.403
48.521
48.121
47.783
48.322
48.492
48.325
48.396
48.282
48.352
48.326
48.303
48.459
49.288
50.513
60.216
59.693
59.170
58.646
58.123
57.600
57.077
56.554
56.031
55.508
54.985
54.462
53.939
53.416
52.892
52.369
51.846
51.366
51.266
51.500
51.750
52.000
52.250
52.500
52.750
53.000
53.250
53.500
53.750
54.000
54.250
54.514
54.972
55.681
56.632
Datum=41.000
BRIDGE
WB30.01
UNDERPASS
UP30.01
6.136
6.433
7.632
4.968
7.855
7.358
6.200
4.613
3.107
1.361
0.063
-0.657
-1.784
-3.608
-4.527
-4.515
-4.469
-3.904
-3.433
-3.259
-3.347
-3.479
-4.129
-4.717
-4.428
-4.508
-4.925
-5.104
-5.468
-5.648
-5.924
-6.211
-6.514
-6.393
-6.119
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
N61 ROUNDABOUT
Ground Investigation
Section C
Sheet 1 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.14
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
KIL
LE
EN
EA
STL
UR
GA
N
C
F
U
N
D
U
N
D
CR
Bally
oughte
r Lough
F
F
F
F
U
N
D
C
S
C
S
C
F
U
N
D
C
F
N
3
3
+
5
0
0
32+
900
33+
000
33+
100
33+
200
3
3
+
3
0
0
3
3
+
4
0
0
31+
800
31+
900
32+
000
32+
100
32+
200
32+
300
32+
400
32+
500
32+
600
32+
700
32+
800
31+
600
31+
700
BH
34
B
H
3
5
BH
35A
CP + RC
BH
36
TP
101
TP
102
TP
103
TP
104
TP
105
TP
106
TP
107
TP
108
TP
109
TP
110
BH
34
B
H
3
5
BH
35A
CP + RC
BH
36
TP
101
TP
102
TP
103
TP
104
TP
105
TP
106
TP
107
TP
108
TP
109
TP
110
DP
411A
GP
304A
ER
& S
R
GE
OP
hysics
B
H
4
4
2
B
H
4
4
4
B
H
4
4
5
B
H
4
4
7
B
H
4
4
8
B
H
4
4
9
B
H
4
5
0
B
H
4
5
1
B
H
4
4
3
B
H
4
4
6
T
P
3
3
2
T
P
3
3
2
A
30
+0
00
66
.3
52
60
.2
16
Datum=41.000
6.1
36
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE PROPOSED ROAD PROFILE
GF
GF
LIMESTLIMEST
DP
411A
50.650
BH
450
RC
450
53.920
BH
449
RC
449
75.733
TP
332
76.464
BH
448
RC
448
73.729
BH
447
65.568
BH
445
RC
445
59.309
BH
444
RC
444
56.282
TS
GF
BOULDER
GC
BOULDER
TS
GF
GF
BOULDER
TS
GF
GF
BOULDER
TS
GFGF
TS
GF
BOULDER
TS
GF
BOULDER
DP
TS
GF
GF
GF
GF
ROCK UND
LIMEST
CB
GF
GF
ROCK UND
LIMEST
GC
GF
GC
GC
GF
GF
GF
GF
CB
GF
CB
GF
CB
GF
CB
GF
GF
TS
TP
106
TS
GF
GF
TS
GF
GF
TP
107
TP
108
BH
36
TP
109
72.93
72.07
63.17
TS
GF
GF
GF
GF
GF
GF
GF
GC
TS
GF
GF
BH
443
TP
108
BH
36
TP
109
72.93
72.07
63.17
TS
GF
GF
GF
GF
GF
GF
GF
GC
TS
GF
GF
31+
700
31+
750
31+
800
31+
850
31+
900
31+
950
32+
000
32+
050
32+
100
32+
150
32+
200
32+
250
32+
300
32+
350
32+
400
32+
450
32+
500
32+
550
32+
600
32+
650
32+
700
32+
750
32+
800
32+
850
32+
900
32+
950
33+
000
33+
050
33+
100
33+
150
33+
200
33+
250
33+
300
33+
350
33+
400
50.513
51.719
52.406
53.254
54.870
57.365
59.783
62.050
64.974
66.757
68.586
68.844
67.467
68.087
69.507
70.829
72.092
73.322
74.477
75.455
75.688
76.025
76.070
76.265
76.299
75.482
71.029
66.929
62.575
58.492
54.410
52.283
51.774
50.689
50.726
56.632
57.617
58.540
59.400
60.198
60.933
61.606
62.216
62.764
63.249
63.672
64.032
64.330
64.565
64.738
64.848
64.896
64.881
64.804
64.664
64.462
64.197
63.870
63.480
63.028
62.513
61.936
61.299
60.649
59.999
59.349
58.699
58.049
57.399
56.749
CULVERT
WC33.01
UNDERBRIDGE
UB31.01
-6.119
-5.898
-6.134
-6.146
-5.328
-3.568
-1.822
-0.166
2.210
3.508
4.914
4.812
3.137
3.522
4.769
5.981
7.196
8.441
9.673
10.791
11.226
11.828
12.200
12.785
13.272
12.969
9.094
5.630
1.925
-1.507
-4.939
-6.417
-6.275
-6.710
-6.024
UNDERPASS
UP33.01
Ground Investigation
Section C
Sheet 2 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.15
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
R
C
S
C
R
CF
C
D
U
N
D
U
N
D
C
R
C
W
C
D
U
N
D
C
S
C
S
T
U
L
L
Y
L
O
Y
D
L
U
G
B
O
Y
R
3
6
8
R
in
g
fo
rt
C
R
U
N
D
C
F
CS
C
S
R
3
6
8
S
ch
o
o
l
N
3
5
+
1
0
0
3
5
+
2
0
0
3
4
+
8
0
0
3
4
+
9
0
0
3
5
+
0
0
0
34+
500
3
4
+
6
0
0
3
4
+
7
0
0
34+
100
34+
200
34+
300
34+
400
3
3
+
5
0
0
3
3
+
6
0
0
3
3
+
7
0
0
33+
800
33+
900
34+
000
3
3
+
2
0
0
3
3
+
3
0
0
3
3
+
4
0
0
C
P
+ R
C
B
H
05
B
H
3
7
B
H
3
8
B
H
3
8
A
B
H
3
9
T
P
1
0
9
T
P
1
1
0
T
P
1
1
1
T
P
1
1
2
T
P
113
T
P
114
T
P
1
1
5
T
P
1
1
7
T
P
1
1
8
C
P
+ R
C
B
H
05
B
H
3
7
B
H
3
8
B
H
3
8
A
B
H
3
9
T
P
1
0
9
T
P
1
1
0
T
P
1
1
1
T
P
1
1
2
T
P
113
T
P
114
T
P
1
1
5
T
P
1
1
7
T
P
1
1
8
D
P
411A
D
P
411B
D
P
411C
D
P
411D
D
P
411E
D
P
470
D
P
471
D
P
492
B
H
4
5
0
B
H
4
5
1
B
H
4
5
2
B
H
4
5
2
B
B
H
4
8
6
B
H
4
8
7
B
H
4
8
8
B
H
4
8
9
B
H
4
9
1
B
H
4
9
6
B
H
4
9
7
B
H
4
9
8
T
P
3
3
7
T
P
3
3
3
T
P
3
3
4
T
P
3
3
2
A
T
P
3
3
8
A
T
P
3
3
8
B
T
P
3
7
7
T
P
3
7
8
T
P
3
7
9
B
H
5
0
4
D
P
496
B
H
4
8
6
A
30
+0
00
66
.3
52
60
.2
16
Datum=41.000
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
333
59.533
BH
451
50.622
TS
GF
GC
BOULDER
TS
GF
GF
BH
496
TS
LAC
BH
497
BH
491
TS
GF
GF
TS
GF
BH
486
BH
498
TP
377
BH
487
TS
GF
GC
GF
GC
GF
GF
GF
BH
39
TS
GF
GC
BH
504
GC
LIMEST
TP
378
53.79
57.59
57.27
TS
GF
GC
BH
488
52.79
TS
GF
BH
489
55.20
GF
LIMEST
DP
470
48.35
DP
496
DP
492
GF
LIMEST
LIMEST
GF
LIMEST
GF
LIMEST
LIMEST
GF
TS
GF
GC
TS
GF
TP
113
55.52
TS
GF
GF
GF
LIMEST
BH
486A
TP
113
55.52
TS
GF
GF
33+
400
33+
450
33+
500
33+
550
33+
600
33+
650
33+
700
33+
750
33+
800
33+
850
33+
900
33+
950
34+
000
34+
050
34+
100
34+
150
34+
200
34+
250
34+
300
34+
350
34+
400
34+
450
34+
500
34+
550
34+
600
34+
650
34+
700
34+
750
34+
800
34+
850
34+
900
34+
950
35+
000
35+
050
35+
100
50.726
51.197
51.931
51.482
50.488
49.086
48.767
49.086
49.790
49.333
50.034
53.272
56.326
55.757
55.031
54.697
54.657
55.935
56.535
57.084
57.700
57.516
55.815
53.332
52.978
54.072
54.279
53.613
53.236
52.860
52.890
53.787
55.491
58.070
62.149
56.749
56.099
55.449
54.799
54.149
53.499
52.849
52.199
51.598
51.384
51.625
52.168
52.718
53.268
53.818
54.368
54.918
55.468
56.018
56.568
57.118
57.668
58.218
58.768
59.318
59.868
60.415
60.915
61.353
61.728
62.040
62.298
62.548
62.798
63.048
UNDERPASS
UP34.01
UNDERBRIDGE
UB35.01
-6.024
-4.903
-3.518
-3.317
-3.661
-4.413
-4.083
-3.113
-1.808
-2.051
-1.591
1.104
3.608
2.488
1.213
0.329
-0.261
0.466
0.517
0.516
0.582
-0.153
-2.403
-5.437
-6.341
-5.796
-6.136
-7.302
-8.117
-8.868
-9.151
-8.512
-7.057
-4.729
-0.899
R368 LIN
K (N
orth)
Ground Investigation
Section C
Sheet 3 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.16
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
R
UN
D
R
3
6
8
C
W
C
F
C
R
C
R
UN
D
C
R
E
G
G
A
R
3
6
8
S
c
h
o
o
l
CREGGA
N
3
6
+
7
0
0
36+
800
36+
900
3
6
+
3
0
0
3
6
+
4
0
0
3
6
+
5
0
0
3
6
+
6
0
0
36+
100
36+
200
3
5
+
9
0
0
36+
000
35+
700
3
5
+
8
0
0
35+
500
35+
600
35+
300
35+
400
35+
100
35+
200
34+
900
35+
000
B
H
4
0
B
H
4
2
B
H
4
3
C
P
+
R
C
B
H
4
4
C
P
+
R
C
B
H
4
7
T
P
1
1
6
T
P
1
1
8
T
P
1
1
9
T
P
1
2
0
T
P
1
2
1
T
P
1
2
2
T
P
1
2
4
B
H
4
0
B
H
4
2
B
H
4
3
C
P
+
R
C
B
H
4
4
C
P
+
R
C
B
H
4
7
T
P
1
1
6
T
P
1
1
8
T
P
1
1
9
T
P
1
2
0
T
P
1
2
1
T
P
1
2
2
T
P
1
2
4
GP 307
ER & S
R
GEOPhysics
BH 453
BH 455
BH 458
BH 459
BH 459A
BH 489
BH 490
TP 339
TP 340
TP 338B
TP 379
TP 380
BH 485
30+
000
66.352
60.216
Datum=41.000
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
34
0
57.500
RC
45
9
BH
45
9
90.634
BH
45
8
91.491
TP
33
9
87.016
BH
45
5
82.760
ROCK
TS
GF
GF
GF
TS
GF
LIMEST
TS
GF
GC
BOULDER
TS
GF
ROCK UND
BOULDER
ROCK UND
LIMEST
TS
GF
BOULDER
TP
37
9
TP
38
0
BH
49
0
BH
48
5
GF
LIMEST
BH
45
9A
TS
LIMEST
GC
GF
LIMEST
LIMEST
BH
44
79.95
GF
BH
40
71.95
GF
GF
GF
GF
GF
TS
MG
TS
GF
GF
LIMEST
TP
12
0
TP
12
2
92.66
84.83
TS
GF
GF
TS
GF
GF
TP
12
0
TP
12
2
92.66
84.83
TS
GF
GF
TS
GF
35
+1
00
35
+1
50
35
+2
00
35
+2
50
35
+3
00
35
+3
50
35
+4
00
35
+4
50
35
+5
00
35
+5
50
35
+6
00
35
+6
50
35
+7
00
35
+7
50
35
+8
00
35
+8
50
35
+9
00
35
+9
50
36
+0
00
36
+0
50
36
+1
00
36
+1
50
36
+2
00
36
+2
50
36
+3
00
36
+3
50
36
+4
00
36
+4
50
36
+5
00
36
+5
50
36
+6
00
36
+6
50
36
+7
00
36
+7
50
36
+8
00
62
.1
49
66
.3
76
69
.6
90
70
.7
31
73
.2
02
74
.4
22
74
.4
56
75
.0
65
75
.7
73
77
.1
42
77
.8
88
79
.0
61
80
.8
18
84
.2
78
87
.0
94
89
.5
13
91
.8
28
94
.1
07
93
.9
26
93
.2
35
91
.4
30
91
.6
31
93
.9
17
93
.6
77
90
.8
68
87
.4
01
81
.3
89
73
.4
84
65
.9
65
60
.8
81
60
.2
74
59
.5
67
58
.7
79
59
.8
33
62
.1
72
63
.0
48
63
.2
98
63
.5
48
63
.7
98
64
.0
48
64
.2
98
64
.5
48
64
.7
98
65
.0
48
65
.2
98
65
.5
48
65
.7
98
66
.0
48
66
.2
98
66
.5
48
66
.7
98
67
.0
48
67
.2
98
67
.5
48
67
.7
98
68
.0
48
68
.2
98
68
.5
48
68
.7
98
69
.0
48
69
.2
98
69
.5
48
69
.7
98
70
.0
48
70
.2
98
70
.5
48
70
.7
98
71
.0
48
71
.2
98
71
.5
48
UNDERPASS
UP36.01
-0
.8
99
3.0
78
6.1
41
6.9
32
9.1
54
10
.1
23
9.9
08
10
.2
66
10
.7
25
11
.8
44
12
.3
40
13
.2
63
14
.7
70
17
.9
80
20
.5
46
22
.7
15
24
.7
79
26
.8
09
26
.3
78
25
.4
36
23
.3
82
23
.3
33
25
.3
69
24
.8
79
21
.8
20
18
.1
02
11
.8
40
3.6
86
-4
.0
83
-9
.4
17
-1
0.2
74
-1
1.2
31
-1
2.2
70
-1
1.4
66
-9
.3
76
Ground Investigation
Section C
Sheet 4 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.17
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
W
U
N
D
T
U
L
L
E
N
C
W
C
F
C
W
C
W
CF
C
U
I
L
R
E
V
A
G
H
R
i
n
g
f
o
r
t
(
s
i
t
e
o
f
)
R
i
n
g
f
o
r
t
(
s
i
t
e
o
f
)
N
38+
600
38+
400
38+
500
38+
200
38+
300
38+
000
38+
10
0
37+
800
37+
900
3
7
+
6
0
0
37+
700
3
7
+
4
0
0
3
7
+
5
0
0
37+
200
37+
300
3
7
+
0
0
0
3
7
+
1
0
0
3
6
+
7
0
0
3
6
+
8
0
0
3
6
+
9
0
0
3
6
+
5
0
0
3
6
+
6
0
0
B
H
4
6
T
P
1
2
5
T
P
1
2
8
T
P
1
2
9
T
P
1
3
1
T
P
1
3
2
B
H
4
6
T
P
1
2
5
T
P
1
2
8
T
P
1
2
9
T
P
1
3
1
T
P
1
3
2
G
P
3
0
8
E
R
&
S
R
G
E
O
P
h
y
s
ic
s
B
H
4
6
0
B
H
4
6
1
B
H
4
6
2
B
H
4
6
3
B
H
4
6
4
B
H
4
5
9
A
B
H
4
6
4
A
B
H
4
6
4
B
B
H
4
9
9
T
P
3
4
0
T
P
3
4
1
30
+0
00
66
.3
52
60
.2
16
Datum=41.000
6.1
36
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
RC
464B
BH
464B
91.608
RC
464A
BH
464A
75.300
BH
463
66.344
RC
461
BH
461
82.262
RC
460
BH
460
80.033
TP
341
83.982
GC
CB
GF
GC
GF
LIMEST
TS
GF
GF
GF
TS
GF
GF
BOULDER
GF
LIMEST
TS
GF
BOULDER
TS
GF
GF
GF
BOULDER
GF
ROCK UND
LIMEST
TS
GF
GF
CB
BOULDER
GC
GF
GF
GC
LIMEST
TS
GF
GC
CB
GF
GC
GFBH
499
TP
125
TS
GC
GC
79.79
BH
464
TS
GF
GF
GF
GF
LIMEST
BH
462
TS
GF
GF
GF
LIMEST
GF
LIMEST
36+
800
36+
850
36+
900
36+
950
37+
000
37+
050
37+
100
37+
150
37+
200
37+
250
37+
300
37+
350
37+
400
37+
450
37+
500
37+
550
37+
600
37+
650
37+
700
37+
750
37+
800
37+
850
37+
900
37+
950
38+
000
38+
050
38+
100
38+
150
38+
200
38+
250
38+
300
38+
350
38+
400
38+
450
38+
500
62.172
66.197
72.751
77.162
80.882
84.048
84.202
84.096
82.081
80.942
81.923
84.110
87.306
89.406
88.919
86.288
82.500
78.081
74.062
69.812
68.363
69.729
70.585
71.399
71.970
74.622
79.091
83.430
86.940
89.222
90.408
91.533
91.496
91.643
91.469
71.548
71.798
72.048
72.298
72.548
72.798
73.048
73.298
73.548
73.798
74.048
74.298
74.548
74.954
75.688
76.438
77.188
77.938
78.688
79.438
80.188
80.938
81.688
82.438
83.188
83.938
84.688
85.438
86.188
86.938
87.687
88.437
89.187
89.937
90.687
UNDERPASS
UP38.01
-9.376
-5.601
0.702
4.864
8.334
11.249
11.153
10.798
8.532
7.143
7.875
9.812
12.758
14.452
13.231
9.851
5.313
0.143
-4.625
-9.625
-11.824
-11.208
-11.102
-11.038
-11.217
-9.315
-5.597
-2.008
0.753
2.285
2.721
3.096
2.309
1.705
0.781
Ground Investigation
Section C
Sheet 5 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.18
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
T
U
L
L
E
N
L
E
T
T
R
E
E
N
U
N
D
C
F
CF
C
W
D
O
U
G
H
L
O
O
N
C
l
o
g
h
e
r
R
i
n
g
f
o
r
t
(
s
i
t
e
o
f
)
R
i
n
g
f
o
r
t
R
i
n
g
f
o
r
t
C
W
C
W
C
F
C
W
C
W
C
W
C
W
Q
u
a
r
r
y
(
d
i
s
u
s
e
d
)
N
40+
300
4
0
+
1
0
0
40+
200
3
9
+
9
0
0
4
0
+
0
0
0
3
9
+
8
0
0
3
9
+
6
0
0
3
9
+
7
0
0
39+
400
39+
500
3
9
+
2
0
0
39+
300
3
9
+
0
0
0
3
9
+
1
0
0
3
8
+
8
0
0
3
8
+
9
0
0
3
8
+
6
0
0
3
8
+
7
0
0
3
8
+
4
0
0
3
8
+
5
0
0
BH50
B
H
5
0
A
C
P
+
R
C
B
H
5
1
B
H
5
2
B
H
5
3
B
H
5
4
T
P
1
3
4
T
P
1
3
7
T
P
1
3
8
T
P
1
3
9
BH50
B
H
5
0
A
C
P
+
R
C
B
H
5
1
B
H
5
2
B
H
5
3
B
H
5
4
T
P
1
3
4
T
P
1
3
7
T
P
1
3
8
T
P
1
3
9
B
H
4
6
6
B
H
4
6
9
B
H
4
7
1
B
H
4
7
2
B
H
4
6
4
B
B
H
4
7
2
A
T
P
3
4
4
A
T
P
3
4
4
B
30
+0
00
66
.3
52
60
.2
16
Datum=41.000
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
RC
472A
BH
472A
TP
344A
80.656
RC
472
BH
472
85.932
TP
344B
84.676
BH
471
88.217
BH
469
95.894
BH
466
98.080
LIMEST
TS
GF
GF
GF
TS
CB
TS
GF
GF
BOULDER
TS
GF
GF
GF
BOULDER
TS
GF
LIMEST TS
GF
GF
GF
ROCK UND
BOULDER
LIMEST
BH
51
BH
53
97.34
94.49
GF
GF
GF
GC
LIMEST
GF
BH
51
BH
53
97.34
94.49
GF
GF
GF
GC
LIMEST
GF
38+
500
38+
550
38+
600
38+
650
38+
700
38+
750
38+
800
38+
850
38+
900
38+
950
39+
000
39+
050
39+
100
39+
150
39+
200
39+
250
39+
300
39+
350
39+
400
39+
450
39+
500
39+
550
39+
600
39+
650
39+
700
39+
750
39+
800
39+
850
39+
900
39+
950
40+
000
40+
050
40+
100
40+
150
40+
200
91.469
90.868
91.624
93.078
95.782
98.147
98.561
98.304
98.231
97.763
97.904
97.680
97.074
96.005
94.841
93.733
92.296
92.020
91.022
89.285
88.070
88.065
87.257
85.536
85.109
85.970
86.334
86.022
84.885
83.998
82.180
79.711
76.248
72.781
68.599
90.687
91.437
92.187
92.937
93.687
94.437
95.187
95.909
96.414
96.670
96.675
96.431
95.936
95.192
94.226
93.226
92.226
91.226
90.226
89.226
88.226
87.226
86.226
85.226
84.226
83.226
82.226
81.226
80.225
79.183
78.080
76.913
75.685
74.393
73.039
0.781
-0.570
-0.563
0.141
2.095
3.709
3.373
2.395
1.817
1.093
1.229
1.249
1.137
0.813
0.615
0.508
0.070
0.794
0.796
0.059
-0.156
0.839
1.031
0.310
0.883
2.744
4.108
4.796
4.661
4.815
4.101
2.797
0.563
-1.612
-4.440
LT
-60443
(S
outh)
LT
-60443
(N
orth)
Ground Investigation
Section C
Sheet 6 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.19
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
O
R
S
K
E
A
G
H
B
a
l
l
y
b
e
g
C
l
o
g
h
e
r
L
A
V
A
L
L
Y
R
i
n
g
f
o
r
t
C
R
F
W
C
W
C
W
U
N
D
C
W
CR
C
F
C
W
C
o
r
s
k
e
a
g
h
T
r
e
e
(
s
i
t
e
o
f
)
0
+
4
0
0
0
+
3
0
0
0
+
2
0
0
0+100
0+000
0
+
8
0
0
0
+
7
0
0
40+
500
40+
400
40+
300
4
0
+
1
0
0
40+
200
4
0
+
0
0
0
50+
300
50+
400
50+
100
50+
200
50+
000
N
B
H
5
5
C
P
+
R
C
B
H
5
6
B
H
5
6
A
T
P
1
3
9
T
P
1
4
0
T
P
1
4
1
B
H
5
5
C
P
+
R
C
B
H
5
6
B
H
5
6
A
T
P
1
3
9
T
P
1
4
0
T
P
1
4
1
B
H
4
7
3
B
H
4
7
4
B
H
4
7
2
A
T
P
3
4
4
A
T
P
3
4
5
T
P
3
4
5
A
T
P
3
4
5
B
30
+0
00
66
.3
52
60
.2
16
Datum=41.000
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
BH
473
67.423
TP
345
62.337
RC
472A
BH
472A
63.090
LIMEST
LIMEST
TS
GF
GF
GF
BOULDER
TS
GF
GF
BOULDER
TP
139
62.21
TS
LIMEST
TP
139
62.21
TS
LIMEST
40+
200
40+
250
40+
300
40+
350
40+
400
40+
450
40+
500
40+
543
68.599
64.400
63.128
62.291
61.854
62.797
65.236
67.455
73.039
71.623
70.145
68.645
67.145
65.654
64.543
63.693
UNDERPASS
UP40.01
-4.440
-7.223
-7.017
-6.354
-5.291
-2.858
0.693
3.762
STROKESTOWN ROUNDABOUT
Ground Investigation
Section C
Sheet 7 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.20
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
1
2
6
2
0
1
K
i
l
d
a
l
l
o
g
e
H
e
i
g
h
t
s
S
h
e
v
l
i
n
C
o
u
r
t
1
0
K
v
T
1
0
K
v
1
0
K
v
E
S
G
r
a
v
e
Y
a
r
d
F
i
r
e
S
t
a
t
i
o
n
G
a
r
d
a
S
t
a
t
i
o
n
S
c
h
o
o
l
T
o
w
e
r
V
i
e
w
R
a
d
h
a
r
c
A
n
T
ú
i
r
2
3
5
1
2
1
6
3
6
1
4
5
3
9
6
4
1
0
2
2
3
4
1
9
1
3
1
8
1
1
7
8
6
1
5
C
F
C
W
C
R
C
R
1
1
C
l
o
g
h
e
r
U
N
D
F
D
F
F
F
K
I
L
D
A
L
L
O
G
E
CF
R
i
n
g
f
o
r
t
C
W
C
R
F
W
C
W
U
N
D
CW
CR
C
F
C
W
C
F
U
N
D
C
D
F
F
C
S
R
3
6
8
S
t
a
n
d
i
n
g
S
t
o
n
e
(
s
i
t
e
o
f
)
C
o
r
s
k
e
a
g
h
T
r
e
e
(
s
i
t
e
o
f
)
0
+
4
0
0
0
+
3
0
0
0+
200
0+
100
0+
000
0
+
8
0
0
0
+
7
0
0
0+
600
0+
400
0+
20
0
0
+
1
0
0
0
+
2
0
0
0
+
1
0
0
0
+
0
0
0
0
+
3
0
0
0+200
0+
100
0+
000
40+500
40+400
40+300
40+200
0+
300
0+
500
N
50+300
50+100
50+200
50+000
B
H
5
5
C
P
+
R
C
B
H
5
6
B
H
5
6
A
T
P
1
3
8
T
P
1
3
9
B
H
5
5
C
P
+
R
C
B
H
5
6
B
H
5
6
A
T
P
1
3
8
T
P
1
3
9
B
H
4
7
3
B
H
4
7
2
A
B
H
4
7
2
B
T
P
3
4
5
T
P
3
4
5
A
T
P
3
4
5
B
T
P
3
4
5
C
KILDALLOGE ROUNDABOUT
Datum = 58.200
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
STROKESTOWN ROUNDABOUT
68
.8
96
68
.8
21
67
.0
78
65
.4
03
64
.7
08
63
.6
57
64
.0
02
64
.9
02
65
.7
52
66
.0
11
65
.8
98
67
.8
98
69
.8
03
70
.7
55
68
.1
98
65
.5
04
69
.4
15
70
.1
18
67
.2
46
64
.2
21
65
.2
48
66
.8
38
67
.2
78
66
.4
47
65
.4
47
64
.5
66
65
.0
18
65
.7
68
66
.5
18
67
.2
68
68
.0
18
68
.7
68
68
.9
95
67
.8
41
66
.3
41
64
.8
41
63
.8
41
63
.2
00
4.6
74
3.5
73
0.2
40
-1
.8
75
-1
.7
39
-1
.7
90
-0
.5
65
-0
.1
16
-0
.0
16
-0
.5
07
-1
.3
70
-0
.1
20
1.0
35
1.7
60
0.3
57
-0
.8
37
4.5
74
6.2
78
4.0
47
0+
00
0
0+
05
0
0+
10
0
0+
15
0
0+
20
0
0+
25
0
0+
30
0
0+
35
0
0+
40
0
0+
45
0
0+
50
0
0+
55
0
0+
60
0
0+
65
0
0+
70
0
0+
75
0
0+
80
0
0+
85
0
0+
89
3
LO
CA
L A
CC
ES
S
LS
-6
04
4
LO
CA
L A
CC
ES
S
DP
TP
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentlated - ROCK UND
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Siltstone - SILTST
Mudstone - MUSDST
Lacustrihe Deposits - LAC
TP
345B
39.120
TS
GF
GF
GF
TP
345C
64.070
TS
GF
GF
BH
472B
69.540
TS
GF
GF
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
Ground Investigation
Section C
Sheet 8 of 8
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.21
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
B
a
l
l
y
b
e
g
CS
F
F
C
W
C
W
C
L
O
O
N
R
A
D
O
O
N
V
E
S
N
O
Y
L
A
V
A
L
L
Y
R
i
n
g
f
o
r
t
R
i
n
g
f
o
r
t
R
i
n
g
f
o
r
t
C
W
U
N
D
C
W
CR
C
F
0
+
2
0
0
0+100
0+000
0
+
8
0
0
0
+
7
0
0
0+
600
40+
500
N
51+
700
51+
800
51
+5
00
51+
600
51
+3
00
51
+4
00
51+
100
51
+2
00
50+
90
0
51
+0
00
50+
70
0
50+
800
50+
50
0
50+
600
50+
30
0
50+
40
0
50
+1
00
50+
200
50
+0
00
C
P
+
R
C
B
H
5
6
B
H
5
6
A
B
H
5
7
C
P
+
R
C
B
H
5
8
T
P
1
4
0
T
P
1
4
1
T
P
1
4
2
T
P
1
4
3
T
P
1
4
4
T
P
1
4
5
T
P
1
4
6
T
P
1
4
8
C
P
+
R
C
B
H
5
6
B
H
5
6
A
B
H
5
7
C
P
+
R
C
B
H
5
8
T
P
1
4
0
T
P
1
4
1
T
P
1
4
2
T
P
1
4
3
T
P
1
4
4
T
P
1
4
5
T
P
1
4
6
T
P
1
4
8
D
P
4
7
2
D
P
4
7
3
GP
305
ER
& S
R
GE
OP
hysic
s
D
P
4
7
2
A
D
P
4
7
2
B
B
H
4
7
3
B
H
4
7
4
B
H
4
7
5
B
H
4
7
6
B
H
4
7
7
B
H
4
7
7
.1
B
H
5
0
1
B
H
5
0
2
T
P
3
4
6
T
P
3
4
5
T
P
3
4
7
T
P
3
4
5
A
T
P
3
4
5
B
T
P
3
6
7
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
BH
476
TP
347
42.837
TP
346
56.325
RC
476
41.732
RC
475
BH
477
42.546
BH
474
63.848
BH
473
67.423
BH
475
42.416
GF
LIMEST
TS
GF
GF
GF
GF
GFPEAT
AF
AF
GF
GF
BOULDER
LIMEST
PEAT
GF
ROCK UND
BOULDER
LIMEST
TS
GF
GF
BOULDER
TS
GF
BOULDER
PEAT
GF
BOULDER
BH
501
PEAT
AF
41.69
TS
GF
BH
502
42.57
LIMEST
DP
472A
41.59
DP
472B
42.46
LIMEST
BH
56
TP
143
BH
57
TP
145
70.28
50.84
51.40
42.26
BH
56A
70.34
TS
PEAT
GF
TS
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GC
LIMEST
GF
GF
BH
56
TP
143
BH
57
TP
145
70.28
50.84
51.40
42.26
BH
56A
70.34
TS
PEAT
GF
TS
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GF
GC
LIMEST
GF
Datum=34.000
50+
000
50+
050
50+
100
50+
150
50+
200
50+
250
50+
300
50+
350
50+
400
50+
450
50+
500
50+
550
50+
600
50+
650
50+
700
50+
750
50+
800
50+
850
50+
900
50+
950
51+
000
51+
050
51+
100
51+
150
51+
200
51+
250
51+
300
51+
350
51+
400
51+
450
51+
500
51+
550
51+
600
51+
650
51+
700
66.548
67.878
69.459
69.730
69.167
68.072
66.294
64.596
63.176
61.668
60.106
59.200
58.902
57.357
55.019
53.786
52.324
50.048
47.221
44.210
42.696
41.812
41.533
41.056
42.006
42.768
43.124
42.722
42.754
42.433
42.748
42.765
43.088
43.275
43.535
64.155
63.655
63.155
62.655
62.155
61.655
61.155
60.655
60.155
59.654
59.110
58.503
57.833
57.101
56.307
55.450
54.530
53.550
52.550
51.550
50.550
49.550
48.550
47.550
46.550
45.588
44.850
44.362
44.124
44.136
44.361
44.611
44.861
45.111
45.361
CULVERT
WC51.01
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
2.393
4.223
6.304
7.075
7.011
6.417
5.138
3.941
3.021
2.014
0.996
0.698
1.068
0.256
-1.288
-1.664
-2.207
-3.502
-5.329
-7.340
-7.854
-7.738
-7.017
-6.494
-4.544
-2.819
-1.726
-1.640
-1.370
-1.703
-1.613
-1.846
-1.773
-1.835
-1.826
STROKESTOWN ROUNDABOUT
UNDERBRIDGE
UB50.01
Ground Investigation
Section D
Sheet 1 of 3
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.22
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
S
C
R
A
M
O
G
E
F
W
C
F
1
1
0
K
V
1
0
K
v
B
M
6
4
.
3
6
1
1
0
K
v
6
6
.
1
6
3
.
0
5
0
.
6
CR
CD
C
W
U
N
D
C
W
C
WU
N
D
C
L
O
O
N
R
A
D
O
O
N
R
i
n
g
f
o
r
t
(
s
i
t
e
o
f
)
N
5
3
+
3
0
0
5
3
+
4
0
0
5
3
+
2
0
0
5
3
+
1
0
0
52+
900
53+
000
52+
700
52+
800
52+
500
52+
600
52+
300
52+
400
52+
100
52+
200
51+
900
52+
000
51+
700
51+
80
0
51+
600
5
3
+
5
0
0
C
P
+
R
C
B
H
5
9
C
P
+
R
C
B
H
6
0
T
P
0
6
0
T
P
1
4
8
T
P
1
4
9
T
P
1
5
1
T
P
1
5
5
C
P
+
R
C
B
H
5
9
C
P
+
R
C
B
H
6
0
T
P
0
6
0
T
P
1
4
8
T
P
1
4
9
T
P
1
5
1
T
P
1
5
5
D
P
4
7
4
D
P
4
7
5
B
H
4
7
9
B
H
4
7
8
B
H
4
8
0
B
H
4
8
1
B
H
4
7
8
AB
H
5
0
0
T
P
3
4
8
T
P
3
5
1
T
P
3
4
7
T
P
3
5
0
T
P
3
4
8
A
T
P
3
6
8
Datum=34.000
50+
000
66.548
64.155
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
TP
35
1
56.950
BH
48
1
44.038
BH
47
9
TP
35
0
41.459
TP
34
7
42.837
TP
34
8
43.543
RC
47
9
41.020
RC
48
0
BH
48
0
40.622
BH
47
8
44.563
BH
47
8A
49.514
ROCK
SANDST
TS
GF
GF
GF
GF
TS
GF
PEAT
GC
GF
TS
GF
GF
GF
ROCK UND
BOULDER
LIMEST
TS
GF
GF
GF
BOULDER
TS
GF
GF
BOULDER
GF
GF
BOULDER
TS
AF
AF
PEAT
GC
GF
ROCK UND
BOULDER
LIMEST
SANDST
LIMEST
SANDST
SANDST
TS
GF
GC
TS
GF
BH
50
0
GF
BH
60
40.69
PEAT
GF
GF
GC
GC
GC
LIMEST
BH
59
45.85
AC
GF
GF
GF
GF
LIMEST
BH
60
40.69
PEAT
GF
GF
GC
GC
GC
LIMEST
BH
59
45.85
AC
GF
GF
GF
GF
LIMEST
51+
700
51+
750
51+
800
51+
850
51+
900
51+
950
52+
000
52+
050
52+
100
52+
150
52+
200
52+
250
52+
300
52+
350
52+
400
52+
450
52+
500
52+
550
52+
600
52+
650
52+
700
52+
750
52+
800
52+
850
52+
900
52+
950
53+
000
53+
050
53+
100
53+
150
53+
200
53+
250
53+
300
53+
350
53+
400
43.535
44.051
43.994
43.737
43.815
43.817
43.904
43.823
44.162
45.075
45.389
45.421
44.589
44.836
45.703
46.697
47.959
49.398
49.919
48.551
45.369
42.545
40.968
41.401
41.089
41.517
42.005
42.924
44.770
44.822
48.134
50.686
53.326
55.651
57.942
45.361
45.611
45.861
46.111
46.361
46.611
46.849
47.030
47.148
47.203
47.196
47.127
46.995
46.801
46.544
46.224
45.842
45.398
44.903
44.403
43.903
43.693
44.158
45.295
46.710
48.125
49.540
50.955
52.370
53.784
55.199
56.614
58.029
59.444
60.859
BRIDGE
WB52.01
UNDERBRIDGE
UB53.01
-1.826
-1.560
-1.867
-2.373
-2.545
-2.793
-2.945
-3.206
-2.986
-2.128
-1.807
-1.706
-2.406
-1.964
-0.841
0.473
2.117
4.000
5.016
4.148
1.467
-1.148
-3.190
-3.894
-5.622
-6.609
-7.534
-8.031
-7.600
-8.962
-7.065
-5.928
-4.702
-3.793
-2.917
LS
-6121 (N
orth)
Ground Investigation
Section D
Sheet 2 of 3
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.23
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
C
F
1
1
0
K
V
10K
v
BM
64.3
6
BM
76.3
1
0
K
v
LB
Paro
chia
l
House
CF
C
F
SC
RA
MO
GE
C
F
70.6
82.4
78.8
74.3
66.1
63.0
50.6
80.8
53+
600
53+
700
53+
800
53+
900
5
3
+
3
0
0
5
3
+
4
0
0
53+
500
N
TP
155
TP
156
TP
155
TP
156
B
H
5
0
0
T
P
3
5
1
Datum=34.000
50
+0
00
66
.5
48
64
.1
55
EXISTING
PROPOSED
LEVEL
CHAINAGE
DIFFERENCE
2.3
93
EXISTING GROUND PROFILE
PROPOSED ROAD PROFILE
56.950
TS
GF
GC
53
+4
00
53
+4
50
53
+5
00
53
+5
50
53
+6
00
53
+6
50
53
+7
00
53
+7
50
53
+8
00
53
+8
50
53
+9
00
53
+9
50
54
+0
00
54
+0
50
54
+1
00
54
+1
50
54
+2
00
54
+2
50
54
+3
00
54
+3
50
54
+3
57
57
.9
42
60
.4
01
64
.0
81
65
.4
23
66
.4
96
67
.7
87
69
.1
57
70
.5
89
72
.0
64
73
.5
11
74
.9
76
76
.4
17
60
.8
59
62
.2
74
63
.6
88
65
.1
03
66
.5
18
67
.9
33
69
.3
48
70
.7
63
72
.1
78
73
.5
92
75
.0
07
76
.4
22
-2
.9
17
-1
.8
73
0.3
93
0.3
19
-0
.0
22
-0
.1
46
-0
.1
91
-0
.1
73
-0
.1
14
-0
.0
81
-0
.0
31
-0
.0
05
EX
IS
TIN
G N
5
(S
ou
th
)
R3
71
(N
orth
)
Ground Investigation
Section D
Sheet 3 of 3
December 2017
14.155
1:5,000 H 1:1,000 V (@ A3)
Fig 8.24
E.I.A.R.
PP
BC
JET
LA
DP
BH
TP
Legend:
Borehole
Trial Pit
Dynamic Probe
Dynamic Probe - DP
Topsoil - TS
Made ground - MG
Peat - PEAT
Alluvial fine - AF
Alluvial coarse - AC
Glacial fine - GF
Glacial coarse - GC
Limestone - LIMEST
Sandstone - SANDST
Rock Undifferentiated - ROCK UND
Cobbled & Boulders - CB
Boulder - BOULDER
Siltstone - SILTST
Mudstone - MUSDST
Lacustrine Deposits - LAC
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
N
LARAGAN QUARRIES
WARD BROS QUARRY
ROAD STONE QUARRY,
CASTLEMAINE
ROAD STONE QUARRY,
BOYLE
LEGEND:
QUARRY LOCATIONS
CPO LINE
Authorised / Licensed Quarry Locations
December 2017
14.155
N.T.S. (@ A3)
Fig 8.25
E.I.A.R.
BC
BC
JET
LA
NOTE:
The design has been developed to a stage to permit a fully
informed Environmental Impact Assessment to be carried
out on the proposed road development. Modifications may
be made to avail of opportunities to improve the design at
the detailed design stage in light of experience on the
ground or other innovations, provided this has no significant
adverse environmental impacts over and above those
considered in the current Environmental Impact Assessment
Ordnance Survey Ireland Licence No 2014/18/CCMA Roscommon County Council
© Ordnance Survey Ireland and Government of Ireland.
DO NOT SCALE USE FIGURED DIMENSIONS ONLY
Job No:
File:
Scale:
Date:
Status:
Drawing No: Rev:
Checked:
Approved:
Drawn:
Project
Designed:
Title
N5 BALLAGHADERREEN TO SCRAMOGE
ROAD PROJECT
ENVIRONMENTAL IMPACT
ASSESSMENT REPORT
Roughan & O'Donovan-AECOM
Alliance
Arena House, Arena Road,
Sandyford, Dublin 18.
Tel : +353 (1) 2940800
Fax : +353 (1) 2940820
e-mail : [email protected]
Website : www.rod.ie
www.aecom.com
