2010-11-12_REVISION - M2009076

• Permit No: M2009076
• IBM Index Class Name: Revision
• Doc Date: 11/12/2010
• Doc Name: Technical Revision to Application/Adequacy Review Response.
• From: Venture Resources, Inc.
• To: DRMS
• Email Name: JLE
• Media Type: D
• Archive: No

ReSSA -- Reinforced Slope Stability Analysis Hukill Gulch Gold Tailings Pond-CO 80452
FtN:;ent Dab:lTima: Pr?ai No-?0 11:4927:'UlU C:12U1U Proj e0f-,lUUU1-STRHuEIIG+ilch?3uki11-1,12-cnt130-DF.'r-GFID Static.NLE
DRAWING OF SPECIFIED GEOMETRY - COMPLEX - Quick Input
-- Problem geometry is defined along sections selected by user at x,y coordinates.
-- Xl,Y1 represents the coordinates of soil surface. X2,Y 2 represent the coordinates of the end of soil layer 1 and
start of soil layer 2, and so on.
GEOMETRY
Soil profile contains 4 layers (see details in next page)
UNIFORM SURCHARGE
Surcharge load, Ql....................................None
Surcharge loazl, Q2 ....................................None
Surcharge toad, Q3 ....................................None
STRIP LOAD
........................... None...................................
15, 16 .17 X18
?isy 14
Toe point .40 12
? S
4'
5 - 6 +7
SCALE:
C511223 ([ft]
„Huki11 Gulch Gold Tailing, Pond-CO 20452 Page. of 10
Coryright © 200 i-2'0"03 ADA21A Etigineering, inc. License number ReSSA-200232