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Appendix H Traffic Impact Assessment · RAL25/0004
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5
10
7
102
109
10
IT IS THE RESPONSIBILITY OF THE
103
101
CONTRACTOR TO CONTACT THE RELEVANT
108 110 108 AUTHORITIES TO CONFIRM104THE LOCATION OF
2
10
3 109 11 6
10
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION
107
4 111 110
10
105
4
111
110 10105
107
104
6
9
10
10
107 6
109 10
113
105
4
10
2 2
10 11 111
8
1
10
10
2 0
108
11
11 13
3 T
10 C SP176968 06
LLA 113 7 1
NE 111 10
4
DIA
11
OVERFLOW WEIR
4
108
11
TO EXISTING 107 112 110
3
STORMWATER 115
11
EXISTING KERB 110 DIAN
FIELD INLET ELLA 109
103
& PATH TO BE
REMOVED 10
6 23 114 CT
5
1 0
5
27 11 11 14
10
SP176968
11
21 20 17 16 15 SP176968
28 SP176968 OVERFLOW
SP176968 SP176968 SP176968 SP176968 SP176968
115
STABILISED SITESP176968 26 22 WEIR TO
108
105
110
103
104 ENTRY / EXIT SP176968 PINNED COIR LOGS OR ROCK
4 SP176968 PINNED COIR LOGS OR ROCK EXISTING
109
5
111
3
4
103 11 FLOW
CHECK DAMS TO SLOW
11 115 CHECK DAMS TO SLOW FLOW
11 RESERVE
103
112
3
11
10 116
102 108 112 110
109
106 107 115 117 118 117 116 114 113 112 111 111 ACCESS RESERVE 109
LAKE
1
118
110
114
10
7 1
110
7
11 11
6
115
112
7
11
109
11
10
111
15
MACD
1
119 PEAR TREE LANE
900 6 ROAD RESERVE
1
11
11
471m² (UNDEVELOPED)
ONAL
2
103
10
3
112
114
11
2 120
11
106
D DR
8
1
9 11
11
113 11
103
4
TRAFFICABLE
110 11 HES BASIN 2
104
BUND/DIP 8 7
10 10
9 11
5
114
105
11
113
103
8
1
11
12
2 3
0
12
114
6
1 115 11
9
3163m² 3 7854m² 9148m²
11
11
107
102
103
6 1
CATCHMENT 1 11 7 12
2 11 PINNED COIR LOGS OR ROCK
HES BASIN 1
11 2.5ha CATCHMENT 2
0
12
118
2 CHECK DAMS TO SLOW FLOW
119
12
7
2 1.1ha 11
12 33
101
5
1
6 C56016
11
102
11
11
118
7 118
11 3
12 5
110
11
106
119
3
12
1
12
6
4
108
114
11
109
124
120
11
120
104
113
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LEGEND
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122
113
5
121
12
120
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4
8
12
11
EXTENT OF EARTHWORKS CUT
9
122
107
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11
103
123
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EXTENT OF EARTHWORKS FILL
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118
122
117
0 120
0
122
10
102 100
9
115 115
TEMPORARY SEDIMENT TRAP
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11
1 0 2 5 1
5
10 1 1ha 12
10
SP118458
12
126
118
DIRECT CLEAN WATER TO INDICATIVE NO-GO EXCLUSION FENCING TO EXTENT OF
111
125
121
119
WORKS (EXTENT TO BE CONFIRMED BY SUPERINTENDENT)
104
EXISTING Ø375
117
25
5
6
STORMWATER CULVERT 4 12
121
11
126
12
1
110
DIRTY WATER FLOW DIRECTION
COOROY CEMETERY
3
106
116
114
12
5
11114
12
4
4
101 CLEAN WATER FLOW DIRECTION
12
108
3
109
10
6 MCH655
11
126
5
127 See the original
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