Laserfiche WebLink
~l <br />(about 30% to 50%) of the normal critical area seeding rate. Thi=_. will provide a <br />seeding of between 2U and 50 live seeds per square foot. The mixture will be the <br />same as that to be used on the slope. <br />TIhETABLl= FCR CCf?RECTIVE ACTION: Because the slope is west: facing, seeding <br />too early could result in a major mortality of grass seed in earl) 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 wtil the spring of 1990. Trees planting in this <br />area is usually safely done in mid to late April or very early Maki, <br />PREVErlTATIVE ACTION: Corrective action takes care of the existi+ig problem, but <br />without preventative action a similar incident could happen again, Therefore, <br />Castle Concrete will take the following actions to reduce the prd~ability 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 pushes along <br />the edge and even with the blatle shifted to roll material inward like a sna..plow, <br />the outer edge of the blade can still spill outward. A backhoe, although it can <br />still have spillage out the sides of the bucket, has better cmtrol because it pulls <br />up and away from the slope rather than pushing al mg the slope. O,ce the backhoe <br />has pulled material up the slope and into the quarry area, the dozer could be used <br />to push the material to the loading area. <br />3. Harming below a slope crest where spillage can occur ccauld stop most of <br />any spillage, especially the smaller rocks which tend to not rol:. very far. The <br />berm, however, would need to be very large to stop a rock weighing several 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 treat. This was <br />recently attempted with good success ai the Queen's Canyon Quarry where a large rock <br />was precariously perched m the side of the canym_ The net, after being wrapped . <br />i <br />J <br />J <br />COZf2ECTIVE ACTION PLAN SNYDER ROC7C SPILLS PAC£ '7 <br />