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![]() 3.4.3 Timing and Placement Rate ..................................................................................... 3-6
3.5 Oxnard Shores.................................................................................................................. 3-6
3.5.1 Proposed Quantity and Quality of Beach Fill Material ............................................ 3-6
3.5.2 Design Scenarios...................................................................................................... 3-7
3.5.3 Timing and Placement Rate ..................................................................................... 3-7
3.6 Hueneme Beach ............................................................................................................... 3-7
3.6.1 Proposed Quantity and Quality of Beach Fill Material ............................................ 3-7
3.6.2 Design Scenarios...................................................................................................... 3-7
3.6.3 Timing and Placement Rate ..................................................................................... 3-8
3.7 Natural Beach Profile Adjustment and Scarping ............................................................. 3-8
4.0 SAND SOURCES................................................................................................................ 4-1
4.1 Source Locations and Volumes........................................................................................ 4-1
4.1.1 Flood Control Debris Basins.................................................................................... 4-3
4.1.2 Rivers, Creeks, Sloughs, and Marshes ..................................................................... 4-3
4.1.3 Landslides ................................................................................................................ 4-4
4.1.4 Other Sources ........................................................................................................... 4-4
4.2 Criteria of Beach Fill Sand Sources ................................................................................. 4-4
4.2.1 Chemical Testing ..................................................................................................... 4-5
4.2.2 Sediment Grain Size ................................................................................................ 4-6
4.2.3 Color ........................................................................................................................ 4-9
4.2.4 Particle Shape......................................................................................................... 4-10
4.2.5 Debris ..................................................................................................................... 4-10
4.2.6 Compactability/Moldability of Proposed Beach Fill Material ............................... 4-10
4.3 Transportation Methods ................................................................................................. 4-10
4.3.1 Trucking ................................................................................................................. 4-10
4.3.2 Train ....................................................................................................................... 4-11
4.3.3 Dredging ................................................................................................................ 4-13
4.3.4 Conveyor ................................................................................................................ 4-13
4.4 Stockpile Sites................................................................................................................ 4-13
5.0 MONITORING .................................................................................................................... 5-1
5.1 Goleta Beach .................................................................................................................... 5-1
5.1.1 Biological Monitoring.............................................................................................. 5-1
5.1.2 Physical Monitoring ................................................................................................. 5-2
5.2 Ash Avenue (Carpinteria Beach) ..................................................................................... 5-2
5.2.1 Biological Monitoring.............................................................................................. 5-2
5.2.2 Physical Monitoring ................................................................................................. 5-3
5.3 Oil Piers ........................................................................................................................... 5-3
5.3.1 Biological Monitoring.............................................................................................. 5-3
5.3.2 Physical Monitoring ................................................................................................. 5-4
5.4 Surfer's Point ................................................................................................................... 5-4
ii
Moffatt & Nichol Engineers
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