Laserfiche WebLink
<br />I <br /> <br />Specification <br />Page or Draw- <br />ing No. <br /> <br />I <br /> <br />P. 133 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />P. 145 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />" <br /> <br />I <br /> <br />I <br /> <br />Item l4(d) indicates that special loading equipment and oper- <br /> <br />ations may be required to accomplish the mixing of materials <br /> <br />from the "full height of the designated face." This language <br /> <br />is very restrictive and may be unnecessary unless the borrow <br /> <br />area is stratified with widely varying zones which must be <br /> <br />blended to produce suitable fill. The site inspection did not <br /> <br />indicate this to be a problem. It is recommended that the <br /> <br />paragraph specify a maximum steepness of final slopes to <br /> <br />insure stability, as outlined in Section II. <br /> <br />, <br /> <br />Item 18 refers to Zone 2 material as "selected". The same <br /> <br />term "selected" appears on Drawing 2 in the description of <br /> <br />Zone 3. This term usually implies special operations such as <br /> <br />selective loading and placing, stockpiling, or wasting, A more <br /> <br />conventional term, at least for Zone 3, would be "random fill". <br /> <br />Considering that these zones represent a large part of the dam, <br /> <br />substantial cost savings can be realized by simplifying the <br /> <br />requirements for their construction as much as possible. The <br /> <br />information reviewed for this report indicates that with proper <br /> <br />stripping, rock separation, and moisture conditioning, the <br /> <br />spillway excavation and borrow materials should be essentially <br /> <br />all usable in the dam. <br />