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The as-built Laul road location, and the horizontal and vertical alignment are shown on <br />Eshibiis 13-1 U.1 Ch rough 13-1A.5. The [oad width is adequate for the anlici pat ed volume <br />of traffic. <br />De ns rty iesCS and proctors were Laken [n ensure proper compaction of all fill areas. <br />Thes_ test results can be found in Adtlendum P.-1. All fill was placed in accordance with <br />specifications found in Tab 13 of the apP roved permit. The [oad structure appears to be <br />s[a bl e, ev idencrng no indicaii~ns of cracks, deep ru[tir~g, settlem=_nt, cr slope <br />instability. Side cuC slopes are 1.EH:1V or flatter and cu[ slop= sCability Ss not a <br />problem at [his time. The fill slopes were constructed at a ;Lope of 2H:1V or less which <br />should cause no s[abil iiy problems. <br />The as-built drawings replaced the design drawings. <br />Tc the best of my knowl ed•3e and belief, field adjustments made dun ny the construction of <br />the structure a:e in conforma roe cairn the Fines and Feyula ticns and the Intent o.` the <br />approved design plans and specifications as approved by the CcQ evade Mined Land <br />• Fec la ma [ion Division. <br />FEB 0 6 1998 <br />Michael G. lla ~+'lLV~~ Date <br />C:,l oradn F.E. ~ ~`'~ \~~ <br />• <br />