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(about 30% to 50%7 of the normal critical area seeding rate. This will provide a <br />seeding of between 20 and 50 live seeds per square foot. The mixture will be the <br />• same as that to be used on the slope. <br />TIhEfABLE FOR C~CTIVE ACTION: "" Because the slope is west facing, seeding <br />too early could result in a major mortality of grass seed in early winter if <br />significant germination occurred, Therefore, grass seeding will not occur until mid <br />to late October 1989. <br />Tree planting will not occur until the spring of 1990. Tree planting in this <br />area is usually safely done in mid to late April or very early May. <br />PREVENTATIVE ACTION: Corrective action takes care of the existing problem, but <br />without preventative action a similar incident could happen again. Therefore, <br />Castle Concrete will take the following actions to reduce the probability of such an <br />event occurring again. <br />1. Close supervision of dozer operator whenever working near the edge of a <br />mining limit where spillage would create a problem. With such supervision, areas <br />where rocks could be pushed over the side can be identified and special operational <br />. adjustments made to avoid the spillage. <br />2. Possible use of a backhoe to work the edges of a mining limit. With a <br />dozer, there is limited control of rock spillage available. A dozer rushes along <br />the edge and even with the blade shifted to roll material inward like a snowplow, <br />the outer edge of the blade can still spill outward. A backhoe, alth xrgh it can <br />still have spillage out the sides of the bucket, has better control b~~ause it pulls <br />up and away from the slope rather than pushing along the slope. Once the backhoe <br />has pulled material up the slope and into the quarry area, the dozer ~=ould be used <br />to push the material to the loading area. <br />3. Berming below a slope crest where spillage can occur could stop most of <br />any spillage, especially the smaller rocks which tend to not roll ver;~ far. The <br />berm, however, would need to be very large to stop a rock weighing se~~eral tons. <br />That size of rock would simply need to be handled in such a way as to keep it from <br />going over the side. <br />4. Cable nets to pull large rocks away from the slope crest. 'This was <br />recently attempted with good success on the Queen's Canyon Quarry where a large rock <br />was precariously perched m the side of the canyon. The net, after b~aing wrapped <br />• <br />CORRECTIVE ACTION PLAN SNYDER ROCK SPILLS PAGE 7 <br />