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state Req. <br />(c)(i) unconsolidated material ar 1v:0.25h in rock (see F~ibit 7-14 • <br />for typical details). Road fill slopes will not be steeper <br />than lv:2h, except where 85 percent of the embanlrnrent material <br />is rock, then slopes shall not be steeper than 1v:1.35h. <br />4.03.1(3) All vegetation material and topsoil will be removed from the <br />(d) (i) emtaarilanent foundation during consbruction to increase <br />stability, and no vegetation material ar topsoil will be <br />placed beneath or in any haul raid emkx~ril¢rent. <br />4.03.1(3) Prior to oanstructing an etibanlanent on side slopes steeper <br />(d)(ii) than lv:5h or 20$, the roadway will be stepped with scrapers <br />ar dozers to ensile stability as shown in Figure 12-4. If the <br />construction is in a bedrock area, a keyway will be cut in the <br />bedrock as shown in Figin a 12-4. <br />4.03.1(3) Material used far amrr~nlrmc„ra will be rPa~*+~hly free of <br />(d)(iii) organic material, opal ar coal blossom, frozen materials, wet • <br />ar peat material, natural soils containiaxJ organic matter, ar <br />any other material considered unsuitable for use in einbanlanent <br />construction by the Division. Excess or unsuitable material <br />from excavations will be disposed of in accordance with <br />4.09.1. <br />4.03.1(3) Material for wnstruction of einbarilanents will ooioe from mined <br />(d)(iv) overburden areas that is of a non-toxic arri non-acid producing <br />natiu~e. <br />4.03.1(3) Material containing, by volwne, less than 25 percent of rock <br />(d)(v) larger than 6 inches in greatest dimension will be spread by <br />scrapers in successive uniform layers not exceeding 12 inches <br />in thiclmess before oongaaction. <br />4.03.1(3) When the material for an emhankanent consists of large size • <br />d)(vi) rock, broken stone, or fragmented material that makes placing <br />12-26 Revised 8/27/86 <br />