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Development Application part 2 OF 2 All of CD, Information in notes - MCU12/0216
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Quarry Rehabilitation
Lake Macdonald Drive, Lake Macdonald
© 2012 - TTM Consulting (SC) Pty Ltd Reference No: 12SCT0037
Westridge
0/0
0/0
Quarry
0/0
Access 5/8
8/5
0/0
White Pit
5/5
0/3
Quarry
Access 5/5
0/3
Macdonald
Legend
3/0
3/0
Drive
Lake
123 / 456 = AM / PM
Figure 5.1: Estimated Development Generated Turn Movements
5.3 Future (2014) Base Traffic Demands
Figure 5.2 shows the future (2014) base traffic demands, based on an application of an annual
growth rate of 6% for a period of 2 years. As mentioned in Chapter 2, it is anticipated that
proposed haulage will begin no later than 2014, and as such these future volumes provide the
basis to assess the worst case scenario.
131 / 76
Westridge
0/0
Quarry
0/0
Access 0/0
0/0
43 / 120
167 / 98
White Pit
0/0
Quarry
0/0
Access
0/0
Macdonald
Legend
123 / 456 = AM / PM
0/0
56 / 151
Drive
Lake
Figure 5.2: Estimated 2014 Peak Hour Traffic, Without Development (6% p.a. growth)
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