Comprehensive Site Development Plan ... - City of Kelowna

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Scenario Service Time Required Queue Length (95 th %) Vehicles per Hour Single Scale System Dual Scale System Inbound Typical 30 sec 75 50 m 15-20 m per lane Inbound Peak 40 sec 100 Insufficient Capacity 40-60 m per lane Outbound Typical 40 sec 75 140 m 25-35 m per lane Outbound Peak 50 sec 100 Insufficient Capacity 70-140 m per lane
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Final Comprehensive Site Developmen
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Copyright 2008 by CH2M HILL. All ri
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Site Location Exhibit 2-1 Gener
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Figure 2-2 Lease Property and Acqui
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Refuse Clay Sand / Gravel Till Bedr
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Design Component Natural Control La
Page 23 and 24: Figure 2-5 Agricultural Land Reserv
Page 25 and 26: Jurisdiction 2007 Population Estima
Page 27 and 28: 17,500,000 15,000,000 Cummulate Was
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Page 39 and 40: Figure 3-5 Leachate Collector Detai
Page 41 and 42: Figure 3-6 Surface Water Diversion
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Page 45 and 46: Pre-design Reports (1) 2007 Updated
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Page 102 and 103: Year Runoff Volume m 3 Precipitatio
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Page 109 and 110: Activity Stage 1 2008 - 2012 Stage
Page 111: Table 8-2 Budgetary Cost Estimates
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Page 119 and 120: APPENDIX B
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APPENDIX C
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Avocets at Glenmore Landfill 1 Cons
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Avocets at Glenmore Landfill 3 2.3
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Avocets at Glenmore Landfill 5 Ther
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Avocets at Glenmore Landfill 7 Shor
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Avocets at Glenmore Landfill 9 Rena
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Comprehensive Site Development Plan ... - City of Kelowna

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