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C J <br />fill slope. No portion of the fill should be placed on <br />frozen material or when the fill material is frozen. wl: <br />understand that the proposed fill material may contain some <br />large rocks. Care should be taken whoa trying to incorporate <br />large rocks into l:he fill.. We suggest t}rat these not h~ <br />used unless they can be placed individually and r.ompactE-d <br />fill placed around them. <br />Guide specifications for placement of compacted fill are <br />provided vs Appendix P.. These guide ::pug t2 teat tent:: arI• <br />provided to assist to the development or project specifi c,ICions <br />and are intended as guidelines u^ly. <br />It should be noted that freezing of the last. lift of <br />• <br />the previous day's work is likely ,f rhl• f il l material <br />contains water and when constructton is occurring during late <br />fall, wi ntcr or early spri.ny. li til, .. ,~, the case Ir Li11 bu <br />necessary to protect that area of Ll~,u urI-ycing wor4: f rc~m <br />freezing ur removing the frozen material prtor to tha~ ran-sI°t <br />of the nexC day's work. It may lac helpful to stockpile niy <br />material arld place a loose lift of this dry material to <br />protect the previously placed and comp anted fill from host. <br />The material may be removed the next mo~~niny and retu~-nc•d to <br />stockpile for future use. If the material should q~t <br />moistened, by either rain or snow, the material shoo L'f 4,c <br />stored separately from the dry stockpile material. <br />-s- <br />M85021GI' <br /> <br />~tambert ana ~T,s;~ociates <br />CUNSI1L 11NG GEOIELHNICAC ENGINEERS AND <br />M AICPIAI fC511NG <br />