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Th_ as-bui12 haul read location, and [he horizontal and ve rCical aliynment ate shown on <br />Exhibits 13-11.1 through 13-11.2. The road wiaCh is adequate for the anticipated volume <br />of traffic. <br />Density tests and proctors were taken to ensure proper comps ci ion of all fill areas. <br />These test [exults can be found in Addendum B-1. A11 fr 11 was placed in accordance with <br />spe ci fica[iens found in Tab 13 of the aoo roved permit. The road s*_ructure appears to be <br />stable, evitlenci ng no indications of clacks, deep rutting, settlement, o[ slope <br />instabii it y. Side cut slopes a:e 1.5H:1V or flatter and cut slope stability is net a <br />problem at this time. The fr 11 slopes we[e constructed at a slope of pH:1V o[ less whrch <br />shoultl cause no stabilrty problems. Act uai road cross-sections, per Che Dlvisron's <br />request, are shown cn Fiyure 1 at sta [ions 39145 ~cu lv eri '[B-31 and 54+,9 culvert YB-61. <br />The as-built drawl nqs replaced the desrgr, drawings. <br />To the best of my Y.nowl edge and Ge li ef, field adjustments made during the construction of <br />th_ atructure ale in conformance wish the Rules and Reg ulaCrons and the intent of Che <br />approved design plans and specifications as app rowed by the Colorado Mrned Land <br />Reclama uon C[vi s[o n. <br />MAY 0 i 1996 <br />Date <br />•. <br />