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X-64-01e1m <br />.Ia <br />tC 19m <br />6500— <br />6450— <br />- <br />CASE NUMBERS 10, 11 81 12 <br />NUMBERS 13,14 a 15 <br />0'QY <br />SO, c <br />0'yo <br />sT0Ns <br />CASE NUMBER <br />DEWATEP,ING SYSTEM <br />LEFT IN PLACE <br />DE3REE OF <br />COMPACTION <br />UPSLOPE RETAINING WALL <br />LEFT IN PLACE <br />MINIMUM FACTOR <br />OF SAFETY <br />10 <br />YES <br />85% <br />NO <br />1.319 <br />11 <br />YES <br />95% <br />NO <br />1.319 <br />12 <br />YES <br />85% <br />YES <br />1 . 319 <br />13 <br />YES <br />85% <br />NO <br />1.547 <br />14 <br />YES <br />95% <br />NO <br />1.546 <br />15 <br />YES <br />85% <br />YES <br />1.807 <br />FILL ZONE CASE NUMBERS 10, II B 12 <br />�". BIN WALL INCLUDED FOR CASE 12 AND 15 ONLY. <br />'�OQ�� � T°�'�,p • -. _— FILL ZONE <br />DRY SOIL CONDITIONS <br />EXH IB I T No. 6 , <br />STABILITY ANALYSES-AT PORTAL TURNOUT <br />ACCESS ROAD STATION 65 +00 <br />(FULL DEWATERING) <br />SCALE: I "= 50' <br />50' 0' 50' 100' <br />I 1 1 1 1 1 <br />O' 50' 100' 150' 200' 250' <br />permit Nn iber <br />Class. ermrt <br />SectioNExhibit __. ------------- <br />- --- <br />Class ❑ Revision <br />Type Seq - - - -. -- <br />class E Report ❑Hydro OGeneral <br />Doc Typt.. __- - -_- __- ___.. -_ <br />DAppliaation (Coal ooly) O Bond El Enfor,emei t 0 Inspection <br />CASE NUMBERS 13,14 B 15 <br />DRY \ <br />\CONDITIONS <br />I I I I I I 1 1 <br />300 350' 400' 450' 500' 550' 600' <br />scale: <br />1" = 50' <br />drawn <br />J. P. <br />checked <br />D.A.F. <br />approved <br />D.A.F. <br />®merrick and company <br />engineers and architects <br />p.o. box 2 026 tole (303) 751 -0741 <br />10855 east bet hany drive • denver,colorado 80222 <br />job no. 103 -3924 date 4 - 11 -81 sh.6 of 7 <br />EXHIBIT 6 <br />