Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix L?

Cover Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix L?
Restoration Plan for the Clark Fork River And the Blackfoot River Near Milltown Dam [electronic Resource] 2005 Appendix L?
Montana.Natural Resource Damage Program
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6. Excavate pool according to specified dimensions. Use excavated material to backfill structure or haul to a location approved by the Construction Manager.
7. Notify the Construction Manager of any proposed changes prior to implementation. The Construction Manager reserves the right to modify structure design specifications during construction^ if warranted, due to unforeseen conditions.
STRUCTURE DIMENSIONS A = BANKFULL WIDTH B = VANE ARM WIDTH 0.25 A C = VANE ARM WIDTH 0.5 A D = STRUCTURE WI
...DTH A E = POOL DEPTH F = THROAT DEPTH/MAX. RIFFLE DEPTH G = POOL SCOUR DEPTH H = WEIR DEPTH 0.5 F J = MINIMUM SILL ROCK DIAMETER 6 ft FLOODPLAIN FILL VOIDS WITH GRAVEL AND COBBLE BURIED GRADE CONTROL ROCK T® ♦ -^ * ^ FLOODPLAIN UPSTREAM CHANNEL BED SURFACE FOOTER ROCK BANKFULL WATER SURFACE FILL VOIDS WITH GRAVEL AND COBBLE DOWNSTREAM CHANNEL BED SURFACE W-WEIR PROFILE M - L, O- P NOT TO SCALE FLOODPLAIN PLAN VIEW NOT TO SCALE UPSTREAM CHANNEL BED SURFACE - POOL LENGTH FILL VOIDS WITH GRAVEL AND COBBLE BANKFUU WATER

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