Laserfiche WebLink
Table 11 <br /> Slope Stake Monitoring Measurements <br /> UPRR Storrie,California <br /> First Quarter 2011 Status Report <br /> 2008 Baseline <br /> Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Cumulative <br /> (degrees') (degrees') (degrees') (degrees") (degrees') (degrees) (degrees') (degrees') (degreesa) (degrees') (degrees') (degrees') (degrees') (degreesa) Variance <br /> Stake ID Location Information 10/03/2008 11/07/2008 12/17/2008 1/1912009 2/2612009 3/2412009 4/22/2009 10/15/2009 11/11/2009 12/9/2009 1/1212010 2/12/2010 3/1612010 4/2012010 (degrees) <br /> Central Slope <br /> SS25 28'S of ToT,8'E of tram 76.7 76.2 76.4 76.4 76.0 76.5 76.2 76.0 75.8 76.0 76.1 76.0 74.0 76.2 0.5 <br /> SS26 40'S of ToT,21'E of tram 69.4 68.1 69.5 69.2 68.4 68.1 67.9 68.2 68.1 68.4 67.9 67.8 70.5 67.7 1.7 <br /> SS27 70'S of ToT,12'E of tram 76.1 76.0 77.2 75.3 75.2 76.5 77.7 76.8 76.9 75.9 75.4 75.4 75.8 76.2 (0.1) <br /> SS28 40'S of ToT,20'W of tram 65.9 65.1 65 64.7 64.6 65.1 66.3 66.1 66.0 66.0 65.8 65.7 65.8 66.1 (0.2) <br /> SS29 82'S of ToT,40'W of tram 76.5 76.5 76.5 76.6 76.5 76.5 76.5 75.9 75.7 76.0 75.9 76.0 76.8 76.6 (0.1) <br /> SS30 123'S of ToT,23'W of tram 76.4 76.4 76.4 76.0 76.4 76.3 76.2 72.9 72.6 72.7 73.1 73.0 71.7 72.9 3.5 <br /> SS31' 115'S of ToT,85'W of tram 75.3 75.5 75.3 75.4 75.8 75.4 75.4 75.3 75.5 75.5 75.3 75.1 76.9 77.2 (1.9) <br /> SS32 86S of ToT,100'W of tram 73.2 73.9 73.8 73.8 74.1 73.6 73.8 71.5 71.1 71.2 71 71.1 71.4 72.0 1.2 <br /> SS33 54'S of ToT,76'W of tram 59.3 59.6 60.1 59.9 59.8 60.1 59.8 59.6 59.7 59.6 59.6 59.7 59.6 59.5 (0.2) <br /> Notes: <br /> '0 degrees is horizontal and parallel with the ground level,and 90'is vertical and perpendicular to the ground level. <br /> Due to a bend in the stake,the measurement was taken from the north side of the stake. <br /> All other readings were measured from the south side of the stakes.All stakes are pointed in the south direction. <br /> The slope stake is at a poor position and angle creating a greater variability in the measurements. <br /> E=east <br /> ft.=feet <br /> N=north <br /> RR=railroad <br /> S=south <br /> SS=slope stake <br /> SW=southwest <br /> ToT=Top of Tram <br /> W=west <br /> Table 11-Slope_Stake_Monitoring.zls ARCAD I S Page 3 of <br />