for inspection purposes only. off-site at an approved
TRANSCRIPT
Behans Land Restoration Ltd. Waste Licence Application
Lands at Blackhall, Co. Kildare Restoration of Former Gravel Quarry
JBA3746/WLA/dl May 2008 Page 1 of 1
ATTACHMENT E2 – EMISSIONS TO SURFACE WATER
The nearest watercourse to the application site site is the River Morell, which is a tributary of the River Liffey, and located within the Eastern Liffey River Basin District. The River Morell runs parallel to the local road to the south and west of the application site. There are no other surface watercourses within the site boundary or in the immediate vicinity. All existing water features within the application site are considered to be groundwater features. Meteoric water falling over existing and/or future landforms at the application site will either run over the surface to groundwater ponds forming in closed depressions within the site or will percolate through backfilled and/or natural soil to the underlying groundwater table. There have been no emissions to watercourses or ponds beyond the boundary of the application site in undertaking site restoration works to date. At no time during the future restoration works will surface water run-off be directed to the River Morell or any watercourses or ponds beyond the site boundary. With the exception of the sealed concrete slab at the waste inspection and quarantine area, it is not intended to provide any site drainage infrastructure to collect and remove surface water run-off at the application site. The temporary waste inspection and quarantine area, will be sealed by a 100mm thick reinforced concrete slab over 150mm of granular sub-base and bunded to a design storm volume. Any surface water running over the surface of the concrete slab will be directed toward buried storage tanks with double skin protection located on the western side of the hardstanding / recycling area indicated on Figure E2.1. Surface water will only be collected in the buried tanks when suspect waste consignments are stored at the quarantine facility. Any wastewater collected in the buried tanks will be emptied by licensed waste collectors and transferred to a collection tanker for disposal off-site at an approved waste water treatment facility.
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New
Weighbridge
and Site O
ffices
Wheel W
ash
Runoff C
ollection Drain
Buried R
unoffS
torage Tank
Recycling A
rea
Crushing P
lant
Portable
Toilet
Skips
Restored A
rea
Waste Inspection andQ
uarantine Area
(over concrete slab)
Bunded Waste
Oil Tank
Site E
ntranceJOH
N B
AR
NE
TT
& A
SS
OC
IAT
ES
7 DU
ND
RU
M B
US
INE
SS
PA
RK
WIN
DY
AR
BO
UR
DU
BLIN
14
BE
HA
N'S
LA
ND
RE
ST
OR
AT
ION
LT
D.
BLA
CK
HA
LL, PU
NC
HE
ST
OW
NN
AA
S, C
O. K
ILDA
RE
Site:
Project:
Title:
Draw
n: MK
Job. No: 3746
Scale: 1:1000
Date: M
arch 2008F
IGU
RE
E2.1
Rev.
Date
By
Description
LAN
DS
AT
BLA
CK
HA
LL, CO
. KILD
AR
E
RE
ST
OR
AT
ION
OF
FO
RM
ER
GR
AV
EL P
IT
SU
RF
AC
E W
AT
ER
CO
LLEC
TIO
N
0F
EB
08LM
C
1F
EB
08M
K
LEG
EN
D &
NO
TE
S:
Hardstanding A
rea
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Behans Land Restoration Ltd. Waste Licence Application
Lands at Blackhall, Co. Kildare Restoration of Former Gravel Quarry
JBA3746/WLA/dl May 2008 Page 1 of 3
ATTACHMENT E4 – EMISSIONS TO GROUNDWATER
All existing water features within the application site are considered to be groundwater features. All meteoric water falling over existing and/or future landforms at the application site will either run over the surface to groundwater ponds forming in closed depressions within the site or will percolate through backfilled and/or natural soil to the underlying groundwater table. Groundwater in the gravel aquifer has been intercepted by the former quarry workings and is evidenced by a spring in the quarry floor below the electricity pylon in the north-eastern corner of the site. Groundwater emerging at this spring is collected by a buried drainage pipe and discharged to the groundwater pond over the quarry floor in the northern part of the site varies seasonally. A closed depression in the south-western corner of the site also intercepts the groundwater table at its base, giving rise to a pond feature. The location and extent of existing groundwater ponds within the application site is shown on Figure E4.1 Available groundwater test data indicates that there is no disparity between groundwater quality of samples recovered at the upgradient and downgradient end of the application site. This suggests that historical and/or ongoing site operations have had no adverse impact on groundwater quality. As the restoration of the former gravel quarry at Blackhall entails placement and backfilling using only inert soil and recycled construction and demolition wastes, no leachate will be generated by percolation of rainfall through the backfilled and/or natural ground. Consequently, there is no requirement for a lining system or leachate collection system at this waste facility. At each phase of the proposed restoration works, the backfilled ground surface will be graded so as to ensure surface water run-off falls toward a local low point. In order to prevent high concentrations of suspended solids entering existing groundwater ponds, intermediate temporary surface water ponds will be constructed to hold any surface waster run off from the active backfill area. These temporary ponds will encourage settling out of suspended solids and control discharge to groundwater ponds at a lower level. During the development and operation of the site, there is a small risk of groundwater pollution from the following potential sources:
• accidental spillage of fuels and lubricants by construction plant placing the inert fill and other operational procedures;
• increase in suspended solids and potential for contaminated runoff entering groundwater during development of the site; and
• rogue loads of contaminated material being deposited at the site. In order to minimise the risk of pollution to groundwater occurring during the site restoration works, a number of mitigation measures are proposed. These measures give effect to Council Directive 80/68/EEC on the protection of groundwater against pollution and are outlined in Section 6.4.1 of the Environmental Impact Statement. The engineering works associated with the spring discharge are proposed to comprise the following:
• granular fill of 40mm single sized granular material will be placed with a thickness of 600mm above the existing 300mm concrete pipe and will be separated from the inert waste by means of a geotextile protector;
• a new 300mm concrete pipe will be connected to the existing pipe and will be placed within a trench in the in-situ sand and gravels deposits. The pipe will have a granular surround of 40mm. This will in turn be separated from the in-situ soils by a geotextile separator;
• the join will form a 90 degree bend encased in a concrete thrust block with 400mm gravel surround and a geotextile separator to prevent leakage in or out;
• the new drainage trench and concrete pipe will be directed to a soakaway (10m by 10m) to discharge directly into insitu sand and gravel deposits;
• the soakaway will be partially constructed within the in-situ sands and gravels and will extend below the groundwater level. The base of the soakaway will be laid with 100mm single sized granular material or similar approved grading. The geotextile separator which is placed below the concrete pipe will continue and will be placed in the soakaway
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Behans Land Restoration Ltd. Waste Licence Application
Lands at Blackhall, Co. Kildare Restoration of Former Gravel Quarry
JBA3746/WLA/dl May 2008 Page 2 of 3
above the 100mm single sized granular material and below the 40mm single size granular material which forms most of the soakaway.
• the concrete pipe will allow discharge of the spring water into this granular material and above the groundwater table in the soakaway.
These proposed engineering measures are presented as Figure E4.2.
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Behans Land Restoration Ltd. Waste Licence Application
Lands at Blackhall, Co. Kildare Restoration of Former Gravel Quarry
JBA3746/WLA/dl May 2008 Page 3 of 3
TABLE E.4.1 EMISSIONS TO GROUNDWATER
Emission Point or Area:
Emission Point / Area Ref. No: SA1
Emission Pathway: (borehole, well, percolation area, soakaway, landspreading, etc.)
Soakaway
Location Northern Quarry Area
Grid Ref.(10 digit, 5E,5N):
Elevation of discharge: (relative to Ordnance Datum)
Approx 148-149mOD (seasonal variation)
Aquifer classification for receiving groundwater body
Locally Important Aquifer
Groundwater vulnerability assessment (including vulnerability rating)
High Vulnerability
Identity and proximity of groundwater sources at risk (wells, springs, etc)
Well 1 at 140m upgradient / sidelong Well 2 45mupgradient
Identity and proximity of surface water bodies at risk
No connected watercourses in immediate area
Emission Details
(i) Volume to be emitted
Normal/day 1550 m3 Maximum/day 33,600 m
3
Maximum rate/hour 1,400 m3
Period or periods during which emissions are made, or are to be made, including daily or seasonal variations (start-up /shutdown to be included):
Periods of Emission (avg) 60 min/hr 24 hr/day 365 day/yr
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EPA Export 26-07-2013:00:47:39
Pond
2936
00E
293600E
216000N
O/H WIRE
O/H
WIR
E
160.79
164.99
165.39
164.75
165.27
165.12
165 .04
164.74
164.24
164.48
165.97
166.46
167.18
167.62
167.20
166 .33
165.05
165.31
165.51
167.65
168.23
168.51
168.44168.07
167.53
167.13
169.09
169.14
168 .73
164.71
165.75
167.03
168.84
170.24
170.42
170.35
169 .82
169.28
169.28
168.92168.93
167.39
167.25
168.02
168.32
168.89
169.72
167.78
168.25
165.06
164.61
164.07
163.55
163.37163.11
163.13
163.33
163.54163.75
163.79
163.71
163.62163.59
163.74163.79
164.02
164.29
164.71
163.971
63.891
63.35
163.49
162.86
162.40
164 .39
163.94
163.45
163 .28
163.18
162.40
162 .63
163.23
163.75
164.88
166 .01
165.90
165.29
162 .83
162.40
162.46
162.60
162.50
162.47
162.87163.25162.89162.90
163.13
163.52
163.79
164.92164.79
152.72
O/H
WIR
E
O/H
WIR
E
O/H
WIR
E
O/H
WIRE
O/H WIRE
O/H
WIR
E
150.17
150.95
151.73
153.42
152.37
152.55
151.90
EP
EP
Spread:8.00
Girth:0.3
162.22
163.97
Spread:12.00
Girth:0.7
Spread:6.00
Girth:0.3
Spread:8.00
Girth:0.5
Spread:18.00
Girth:1.1
EP
EP
Spread:12.00
Girth:0.8
O/H WIRE
O/H WIRE
O/H WIRE
O/H
WIR
E
O/H
WIR
E
O/H
WIR
E
O/H
WIR
E
O/H
WIR
E
153.05
153 .87
154.32153.34
153.80153.42
152.61
149.58
148.99
149.28
154.07 154.11
152.79
153.90
153.17
153.87
163.11
156.41
160.04
163.45
163 .22
163 .14
149.43
155.24
155.31
155.18
154.71 154.63153.50
153.72
155.92
152.68
151 .47
149.46
153.33
155 .04
155.86
156.92
155.65
156.18
156.65
156.87
157.71
154 .01
152.24
153.05
157.11
157.14
153.51
152.79
152.34
152.24
151.53
153.50
153.01
152.37
152.04
151.91
151.70
151.32
154.63
155.77
158.81
157.22
157.54
157.27
157.22
155.85
154.88
156.17
156.65 155.57
155.14
160.04
164.19163.15
162.67
160.54
156.08
156.49
154.95
155.58
156.65
157.65
156.22
154.15154.81
156.53
157.04157.25
156.79
154.24
154 .94
155 .94
155.85
153.96
169.64
170.23
170.50
170.53
168.99
168.50
168.58
169.04
168 .88
169.23
169.31
167.72
167.12
168.05
168.06
168.07
EP
159.85
161.26
161.97
162 .52
162.51
162.14
161.72
162 .02
162.11
162.78163.61
163.41
163 .90
163.65
152 .80
153 .44
154.14
154.62
O/H WIRE
O/H WIRE
EP
Spread:8.00
Girth:0.3
Spread:10.00
Girth:0.3
TP
TPSpread:6.00
Girth:0.3
Spread:8.00
Girth:0.4
Spread:6.00
Girth:0.4
Spread:8.00
Girth:0.4
TP
O/H WIRE
O/H WIREO/H WIRE
O/H W
IRE
EP
Spread:8.00
Girth:0.3
Spread:8.00
Girth:0.3
Spread:8.00
Girth:0.3
167.36
167.30
167.31
166.88
166.52
166.21
166 .54
166.74
167.27
166.28167.01
167.16167.38167.26
168.11
168.64
168.69168.51
169.08
169.05
168.64
164.52
164.60
165.03
165.40
165.54
164.91
165.01
165.63
166.96
165.51
165.24
164.51
163.48
163.59
164.21
CL: 155.27
MH 153.52
WATER LEVEL
166.81
166.46
166.05
165.31
165.42
166.82
167.04
167.49
166.95
167 .17
165.78
166.77
166 .96
167.49
165.65
164.86
155.96
154.79
154.15
149.67
150 .18
150.65
151 .42
152.26
152.34
152.44
153.08
153.65
154.77
156.18
148.78
148.63
149.04
152.64
152.60
152.51
152.071
53.34
154.89
153.89
153.27
152 .75
152 .18
150 .64
149.89
148.96
148.52
158.75
158.55
158.52
158.38158.64
157.54 156.75
156.67 156.28
156.02
155.23
154.30
153.13
151 .88
150.67
149.89
149.74
156.78
157.69
157.90
158.18
158.48
159.08 156.43
161.41
156.77
161.59
160.88
158.17
159.61
160.86
156.44
163.22
164 .60
159.29
148.79
149.40
150 .59
149.64
149.94
150.24
150 .39
152 .43
155 .78
153 .84
155 .19
155 .52
150.35
149.54
149.40
149.07
149.62
149.11
148 .84
151.44
150.63
152.35
153.21
152.49
151.43
150.53
150 .53
150 .22
157.06
157.40
156.121
56.24
155 .35
155.63
156.091
55.77
155.81
155.13
153.78
154.31
150.01
153.18
151.74
151.07
155 .28
157.06
156.77
154.93
154 .26
154.55
155.69
155.41
155.361
54 .36
156.82
151.91
150.29
155.69
155.91
156.20
156.07
159.02
157.84
157.64
153.56
154.50
149.53
151.17
148.68
149.42
150.12
151.22
152.73
152 .18
154.97
153.76
155.86
155.85
155.79
155.59
155.25
146.28
145.50
147.36
146.58
146.84148.54
147.41148.52
149.23149.60
151 .81
150.60
150 .89
149.42
149.86
148.10
148.90
146 .69
147.29
146.98
146.61
146.78
146.63
146.53
152.37
146.56
146.67
152.74
152.69
153.53
153.25
153 .69
153.36
152.141
51.21
149.79
151.14
150.66
151.30
152.25
151.67
151 .09
149.53
149 .04
148 .98
148 .87
147.10
148.71
147.93
148 .46
148.76
155 .42
155.20
Tree Top: 172.51
Spread:14.00
Girth:0.7
Spread:14.00
Girth:0.6Spread:16.00
Girth:0.8
148.35
147.85
151 .00
151 .84
149.31
149.13
149.54
149.34
149.74
146.26
147.12
147.19
148.36
148.74
149.94
145.58146.00146.97
SP
150.06
150.69
150.92
150 .65
150.23
150.12
150.17
149.90
150.09
152.39
152.31
152.08
152 .41
153.13
153.38
153.55
154.04
EP
EP
EP
Spread:10.00
EP
169.71
Spread:10.00
Girth:0.6
166.12
168.84
Spread:10.00
Girth:0.7
Girth:0.4
Spread:10.00
Girth:0.5
Spread:12.00
Girth:0.5Spread:12.00
Girth:0.5
Spread:12.00
Girth:0.5
EP
Spread:12.00
Girth:0.8
167.28166.39
165.38
166.37
166.96
167.36
168.54
166.38
169.97
165.76
166.29165.39
166.43
167.31
166.11
Spread:10.00
EP
EP
162.39
162.56
162.10
161.74
160.88
162.24
162.88163.53
163.17
162.47164.09
Spread:10.00
Girth:0.4
Girth:0.5
163.47
165.97
166.04
12" Concrete Pipe
148.75
148.96
148.91
149.10149.41
149.62150.33150.72150.84152.14
153.77 CL: 152.62
Spread:12.00
Girth:0.7
EP
Spread:16.00
Girth:1.0
EP
Spread:10.00
Girth:0.7
EP
148.68W
AT
ER
LEV
EL
EP
145.52W
AT
ER
LEV
EL
INVERT: 151.67
156.18
156.57157.68
158.89
156.31
155.74
160.62
159.13
158.00
157.54
154.62
154 .50
154.27
154.00
153.95
154.13
154.56
154.95
1 55.05
154.96
157.55
157.52
157.37
157.46
157.69
157.28
157.32
157.60
ESB PYLON
ESB PYLON
163.29
164.20164.61
164.32
164.26
163.92
165.02
164.50163.54
162.41
162.38
162.07
161.92
158 .73
159.95
159.63
156.93
154 .96
154 .95 1
55.511
55.97
158.50
160.09
159.42
157.76
2936
00E
293600E
216000N
Wheel W
ash
Dwelling
ShedO
ffice
BuildingShed
Building
in Ruins
Post & Wire
Post & Rail
Post & Rail
Post & Wire
Wooden Panal
Post & Rail
Post & Rail
Post & Rail
Post & Rail
Post & Wire
Post & Wire
Fence
Young
Trees
Edge of
Trees
Pond
Field Drain
Post & Rail
Post & Wire
Block Wall
156.37
156.17
Spread:10.00
Girth:0.5
Spread:10.00
Girth:0.6
Spread:8.00
Girth:0.4
Spread:6.00
Girth:0.4
SP
Spread:10.00
Girth:0.6 S
pread:10.00
Girth:0.5
Tree Top: 173.19
Spread:10.00
Girth:0.5
Spread:10.00
Girth:0.5
Spread:10.00
Girth:0.3
Spread:8.00
Girth:0.2
Spread:10.00
Girth:0.4
Spread:10.00
Girth:0.5
Spread:8.00
Girth:0.2
151.78
151.92
152.23
152.69
153.17
153.25
153.27
153.36
153.56
153.77
154.03
154.15
154.21
154.74
154.90155.12
155.26
155.31
155.38
155.55
155.63
155.84
156.15
156.34
151.70
151.90
152.26
152.71
153.24
153.30
153.37
153.47
153.71
153.91
154.42154.56
154.81
154.90155.04
155.32155.38155.38
155.43
155.61
155.79
155.99
TP
O/H WIRE
O/H WIRE
O/H WIRE
Tree Top: 170.53
TP
Spread:10.00
Girth:0.5
Spread:10.00
Girth:0.5
Spread:10.00
Girth:0.4
Wall Top: 156.30
TP
Spread:6.00
Girth:0.2 S
pread:8.00
Girth:0.4
Spread:8.00
Girth:0.3 S
pread:8.00
Girth:0.4
Spread:6.00
Girth:0.2 S
pread:10.00
Girth:0.4 S
pread:10.00
Girth:0.4
TP Spread:12.00
Girth:0.7
TP
TP
Sign
Tree Line
156.32
156.06
155.86
155.66
155.50
155.42
155.41
155.32
155.07
154.85
154.88
154.69
154.52
154.38
154.15
151.60
151.87
152.35
152.78
153.24
153.35
153.50
153.57
153.85
154.07
155
159
158
163
157
161
160
15515
5
15115
2153
15715
8
155
154
156
1591 6
0161
166165
16516
6
164
153
150
152
151152
151
14916
3
165
165
167168
166
146
147
148149
150151
152
153
154
152
150
151
149
149
162
162163
15916
0161
168
169
169
147148149150151
147
148
153
150151152153
158
159
157158159
156
160
161
15815
9
156157
158
165
168
148
146 147
151
155
155
1 56
157
160
158
159
166
166
156157
158
155
161162163
160
159
164165166167168
156 157
156157
155
164162 163
164
161
166 167
155
154
154
164165166167168
169
150
149
151
153
153
152 152
152
153
154
155
156
157
158
159
160
161
162
163
151
151
155154
154155156157158159160161162163164165166167
158
157
156
163
161162
152151
153
154
155
152
153
154
153
156
151
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152 153
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162 163
160 161
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168 169
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Tree Line
Edge of
Trees
Outfall P
ipe
WL 145
WL 145
WL 150
WL 150
WL 155
WL 155
143.5 WL
143.65 WL
154.47 WL
SW
2
SW
1
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oncrete Pipe
WE
LL 2
WE
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N B
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LL, PU
NC
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ST
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AA
SC
O. K
ILDA
RE
Site:
Project:
Title:
Draw
n: SLR
- BA
K
Job. No: 405-636-0004
Scale: 1:1250
Date: M
arch 2008F
IGU
RE
E4.1
Rev.
Date
By
Description
Blackhall S
ite Restoration
Local Hydrogeology and H
ydrology
0F
EB
08LM
C
SU
RV
EY
INF
OR
MA
TIO
N P
RO
VID
ED
BY
ER
KIN
A S
UR
VE
YS
RE
F: 0941-1 R
EV
.0 DA
TE
D 22-8-07
Monitoring W
ell
Surface W
ater Monitoring
Groundw
ater Monitoring
Blackhall, P
unchestown, N
aas, Co. K
ildare
2007 Borehole /
Legend
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 26-07-2013:00:47:39
293200E
293200E
293600E
293600E
294000E294000E
215600N
215600N
216000N
216000N
216400N
216400N
293200E
293200E
293600E
293600E
294000E294000E
215600N
215600N
216000N
216000N
216400N
216400N
Dw
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Shed
Office
Building
Shed
Building
in Ruins
Pos
t & W
ire
Post &
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Post &
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ire
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Post &
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Post &
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Post &
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Post &
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t & W
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Pos
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Pos
t & W
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Pos
t & W
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Pos
t & W
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Pos
t & W
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Pos
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ld D
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ION
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BLA
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LL, PU
NC
HE
ST
OW
NN
AA
SC
O. K
ILDA
RE
Site:
Project:
Title:
Draw
n:
Job. No:
Scale: as show
n
Date: M
arch 2008F
IGU
RE
E4.2
Rev.
Date
By
Description
Blackhall S
ite Restoration
Design of P
roposed Discharge and S
oakaway
SU
RV
EY
INF
OR
MA
TIO
N P
RO
VID
ED
BY
ER
KIN
A S
UR
VE
YS
RE
F: 0941-1 R
EV
.0 DA
TE
D 22-8-07
Blackhall, P
unchestown, N
aas, Co. K
ildare
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 26-07-2013:00:47:39
Behans Land Restoration Ltd. Waste Licence Application
Lands at Blackhall, Co. Kildare Restoration of Former Gravel Quarry
JBA3746/WLA/dl May 2008 Page 1 of 1
ATTACHMENT E5 – NOISE EMISSIONS
Noise at the application site is principally generated by traffic movements and mobile construction plant. There are no fixed (point) noise sources at the site. Baseline noise levels and an assessment of the short-term ambient noise levels generated by HGV movements, earthmoving plant and crushing and screening equipment during the proposed site restoration works are provided in Section 8 of the Environmental Impact Statement. There will be no additional noise generated at the application site over and above that currently generated by the ongoing site restoration works. In the longer-term, on completion of the restoration works, there will be no noise emissions from the site.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
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r req
uired
for a
ny ot
her u
se.
EPA Export 26-07-2013:00:47:39
Behans Land Restoration Ltd. Waste Licence Application
Lands at Blackhall, Co. Kildare Restoration of Former Gravel Quarry
JBA3746/WLA/dl May 2008 Page 1 of 1
ATTACHMENT E6 – ENVIRONMENTAL NUISANCES
Bird Control
Refer to Section 2.5.2 of the Environmental Impact Statement. Dust Control
Refer to Section 2.5.3 of the Environmental Impact Statement. Fire Control
Refer to Section 2.5.7 of the Environmental Impact Statement. Refer also to the outline contingency plan in Appendix 2J of the Environmental Impact Statement. Litter Control
Refer to Section 2.5.4 of the Environmental Impact Statement. Traffic Control
Refer to Section 2.2.8 of the Environmental Impact Statement. Vermin Control
Refer to Section 2.5.6 of the Environmental Impact Statement. Road Cleansing
All HGV traffic leaving the application site will be required to pass through the existing wheelwash facility at the end of the paved internal road, refer to Sections 2.2.4 and 2.2.8 of the Environmental Impact Statement. At the present time, Behans Land Restoration ensures that existing paved roads within its landholding as well as adjoining local public roads are subject to regular cleaning by road sweepers. The principal objective of the road sweeping is to remove soil or mud debris carried onto these roads by traffic entering and leaving the existing waste facility. The existing programme of road sweeping will continue throughout the proposed remediation process.
For
insp
ectio
n pur
pose
s only
.
Conse
nt of
copy
right
owne
r req
uired
for a
ny ot
her u
se.
EPA Export 26-07-2013:00:47:39