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Assessment of Operational Feasibilities for
Implementing the OESF Conservation Strategy
Big Country Timber Sale
University of Washington Forest
Engineering Class of 2001 |
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Executive Summary |
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1 |
Design Team |
6.6.3.3 |
Site Survey |
1.1 |
Directors |
6.6.4 |
South Access |
1.1.1 |
Peter Schiess |
6.6.5 |
Southeast Access |
1.1.2 |
Alec Arntzen |
6.6.6 |
Alignment |
1.1.3 |
Weikko Jaross |
6.6.6.1 |
East Access |
1.1.4 |
Jeff Comnick |
6.6.6.2 |
West Access |
1.2 |
6.6.6.3 |
South Access |
|
1.2.1 |
Bret Macaleer |
6.7 |
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1.2.2 |
Thomas Mohr |
6.7.1 |
Introduction |
1.2.3 |
Santino Pascua |
6.7.2 |
Haul Cost and Reconditioning for each Alternative Access |
1.2.4 |
Matt Ringstad |
6.7.2.1 |
Haul Cost |
1.2.5 |
Jarrod Todd |
6.7.2.2 |
Reconditioning Costs for Each Access |
1.2.6 |
Jeremy Tryall |
6.7.3 |
Internal Road Scenarios for the P-1800 |
2 |
Introduction |
6.7.4 |
Internal Road Costs |
2.1 |
6.7.5 |
Total Overall Costs per Alternative Access |
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2.2 |
6.7.6 |
Decision Matrix for Alternative Access |
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2.2.1 |
Olympic Region |
6.8 |
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2.2.2 |
College of Forest Resources |
6.8.1 |
Introduction |
2.3 |
6.8.2 |
Cost Comparison |
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2.4 |
6.8.3 |
Results |
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2.4.1 |
Access |
7 |
Harvest Systems |
2.4.2 |
Yarding |
7.1 |
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2.4.3 |
Comparison of Alternative Harvest Prescriptions |
7.1.1 |
Ground Systems |
2.4.4 |
Unstable Slopes |
7.1.2 |
Cable Systems |
3 |
Data Collection |
7.1.3 |
Helicopter Systems |
3.1 |
7.2 |
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3.1.1 |
Introduction |
7.2.1 |
Cable Analysis |
3.1.2 |
Slope Stability |
7.2.2 |
Cable Analysis Assumptions |
3.1.3 |
Road Design |
7.2.3 |
LoggerPC analysis |
3.1.4 |
Research and Monitoring |
7.2.4 |
Choosing Payloads |
3.1.5 |
Aerial Photos |
7.2.5 |
Setting Layout |
3.2 |
7.2.6 |
Analysis |
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3.2.1 |
Initial Data Collection/Database |
7.3 |
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3.2.2 |
Creation of Layers |
7.3.1 |
Marginal Profiles |
3.2.3 |
Modification of Layers |
7.3.2 |
Profile Comparison |
4 |
Slope Stability and Mass Wasting |
7.4 |
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4.1 |
7.5 |
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4.1.1 |
Soil Conditions |
7.6 |
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4.1.2 |
Stream Conditions |
7.6.1 |
Costing Models Used |
4.2 |
7.6.2 |
Purpose |
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4.3 |
7.6.3 |
Method |
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4.4 |
7.7 |
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4.4.1 |
Road Proximity to Streams |
7.7.1 |
Felling |
4.4.2 |
Predicted Road Sediment |
7.7.2 |
Yarding |
4.4.3 |
Cross Drain Spacing and Design |
7.7.2.1 |
Cable Yarding |
4.4.4 |
Culvert and Sediment Relationships |
7.7.2.2 |
Shovel Yarding |
4.4.5 |
WEPP and X-DRAIN |
7.7.2.3 |
Grapple Skidding |
4.5 |
7.7.2.4 |
Line Skidding |
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5 |
Silviculture |
7.7.2.5 |
Helicopter Yarding |
5.1 |
7.7.3 |
Processing |
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5.2 |
7.7.3.1 |
Manual Processing |
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5.3 |
7.7.3.2 |
Mechanical Processing |
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5.4 |
7.7.4 |
Loading |
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5.5 |
7.7.5 |
O & O Costs |
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6 |
Roads |
7.7.6 |
Conclusion |
6.1 |
7.8 |
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6.1.1 |
Side Slope Considerations |
7.8.1 |
Alternative Analysis Conclusions |
6.1.2 |
Road Grade and Alignment |
8 |
Prescription Design Strategies |
6.1.3 |
Stream Crossing |
8.1 |
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6.2 |
8.2 |
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6.2.1 |
Processes |
8.3 |
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6.2.2 |
Equipment |
8.4 |
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6.3 |
8.4.1 |
Creating a Marketability Matrix |
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6.5 |
8.4.2 |
Results of the Marketability Matrix |
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6.5.1 |
Road Statistics |
8.5 |
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6.5.3 |
Preliminary vs. Final Comparison |
8.5.1 |
Differences in Layouts |
6.6 |
8.6 |
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6.6.1 |
Big Country Road Design Specifications |
8.6.1 |
Review of Prescription Design Strategies |
6.6.2 |
East Bridge (Cougar Creek) |
8.7 |
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6.6.2.1 |
East Bridge Area |
9 |
Conclusions |
6.6.2.2 |
Widening |
10 |
Appendices |
6.6.3 |
West Bridge (Clallam River) |
10.1 |
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6.6.3.1 |
Stability |
10.2 |
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6.6.3.2 |
Culverts |
10.3 |