Laserfiche WebLink
-= <br />i <br /> <br />-2- <br /> <br />difficult than placement of fill in the lower, steeper potions of the <br />hillside in the disposal area. ..Starting fill construction as currently <br />proposed, will allow development of compaction procedures in the flatter <br />`ground. After the equipment operators have been trained in the flatter <br />area it should be less difficult to obtain the desired compaction in the <br />lower, steeper areas. The toe of the proposed initial fill is near <br />the transition from the upper relatively flat areas into steeper, sloping <br />side slopes. 'In our opinion. a buttress fill at the base of this initial <br />area of fill is desirable to minimize any risk of instability during the <br />construction period when men and equipment will be working below this fill. <br />bur analysis of stability of the initial fill indicates that the fill <br />would be stable with an adequate factor of safety without the buttress <br />fill, however, considering that this will be the initial construction with <br />a large number of variables involved, we believe additional safety of <br />the buttress fill is desirable. The toe buttress should consist of a trench <br />excavated into the hard, gray-blue portions of the underlying rock formations <br />a minimum of 3 feet. The trench should be excavated with side slopes approxi- <br />mately 1:1 with the bottom of trench width approximately 30 feet. Backfill <br />for the initial buttress fill should consist of the blue-gray sandstones <br />and siltstones developed from the initial box cut. Overburden stripping <br />from the initial box cut other than that required to be saved as topsoil <br />can be placed in areas above the initial buttress. After satisfactory <br />materials are exposed in the box cut, placement and compaction of the but- <br />tress fill can start. We plan to have a representative on-site during the <br />period to observe the bottom of the key cut, approve materials for fill <br />and work with your crews in developing a satisfactory compaction procedure. <br />The rock for under drains should be available before any of the drainages <br />are crossed. The actual construction sequence and details will have to <br />be coordinated with you in the field. <br />If we can clarify our opinions or be of further service in this matter, <br />please call. <br />Very truly yours, <br />CTL/THOMPSON, INC. <br />By <br />ompson, r. <br />RWT:dm <br />7078 <br />(3 copies sent) <br />