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Walker to Berry <br />March 3Q, 1999 <br />Page 4 of ~ pages <br />Intermediate Priority <br />6. Narrow terraces (6 foot wide), at 20-foot intervals (slope distance), on the sideslopes. The <br />terraces would have a backslope of 10%, and flow at 2% grade to the upper portions of the <br />drainage basin to the main channel. The purpose of this work is to arrest the extensive gully <br />erosion developing on the sideslopes. Narrow terraces are called for to minimize the cut slope <br />into the existing (partially) vegetated slopes. 10% backslopes are specified to minimize <br />blowouts. 2% thalweg to minimize sediment deposition but retard erosion. <br />7. Plant ponderosa pine seedlings. The purpose of this work is to protect, by reforestation, the <br />slopes of the reclaimed areas. Recommend 20-foot spacing on the furrow ditch lower <br />embankments. This might be a Boy Scout or classroom project. <br />Costs: <br />Jim McArdle estimates the drop structures (from previous work) a[ $5,000 each. 1999 Means is <br />$17~/lf = $3,500 (does not account for remote site). <br />"fhe Means estimate for riprap is about $40 per square yard (3' deepj. John believes riprap may <br />be available in the Canyon City area for $20 per square yard (3' deep). Membranes are estimated <br />at $7.70 per square yard. <br />Dozer work is estimated at $500/day. <br />Arizona crossings aze estimated $3,300 each (cut-off wall, $800, slabs $712, dischazge apron <br />$~00, riprap and membrane $1300). <br />Desien Altemative 1 Add 5 drop structures, protect bases, repair massive erosional feature, place <br />road crossings, stabilize head erosion, furrow ditch slopes, plant trees. <br />1. ~ @ $x,000 = $25,000 <br />2. 12 @ $564 = $6,800 <br />3. I/2 dozer day @ $250. Riprap and textile @ $21,000 = $21,250 <br />4. 2 @ $3000 = $6000 <br />5. 'h dozer day @ $250, Riprap and textile @ $31,000 = $31,250 <br />6. 2 dozer days = 1,000 <br />7. est 20 acres, 100 seedlings/acre @ $0.28 each = $20,000 <br />total = $111,300 <br />Desien Alternative 2 Riprap 100 feet below each existing drop structure, repair massive <br />