Laserfiche WebLink
i <br />TABLE OF STABILITY ANALYSIS RESULTS <br />i <br />I <br />SLope <br />Condition <br />Loading , <br />Berm -imensions <br />Vert. Ht. Horiz.Width <br />Backfill 20 20 <br />to Bench 20 30 <br />Ht. only 20 40 <br />I 30 20 <br /> 30 30 <br />1 30 40 <br />Backfill 20 20 <br />to Top 20 30 <br />I 20 40 <br /> 30 20 <br /> 30 30 <br /> <br />1 <br />1 <br />J <br />1 <br />1 <br />I <br />I <br />I <br />I <br />I 30 40 <br />X Coord. Y Coord. <br />(f t.) (ft.) R (f t.) FS SFI(°) <br />634 6668 644 1.449 30.34 <br />610 6612 585 1.399 30.90 <br />610 6612 585 1.399 30.90 <br />570 6506 475 1.447 25.35 <br />574 6564 525 1.443 30.40 <br />610 6616 587 1.449 30,45 <br />550 6424 397 1.547 56.83 <br />574 6492 461 1.309 23.62 <br />594 6580 549 1.394 22.86 <br />534 6344 313 1.649 21.71 <br />578 6532 504 1.859 19.71 <br />578 6532 504 2.047 19.22 <br />