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Re: proposed slope reconstruction
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Last modified
8/22/2023 5:36:12 PM
Creation date
1/31/2018 12:14:24 PM
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x Address Old
House Number
4725
Street Name
North Shore
Street Type
Drive
Address
4725 North Shore Dr
Document Type
Correspondence
PIN
0711723320066
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ReSSA-Reinforced Slope Stability Analysis 4825 North Shore Drive <br /> Pratt Datdr , Sim Jun 1914:21:04 2011 <br /> Y.tlmA9R.^�V�m39pp%Yub�1 W58DYatlm <br /> loam W IAMMVftuI'MY-01,E_bmY,Ys+.9L=.Ymimi�iF�oi - fOP.tiseVao30Wsz: ?.9� Y.ia10PA�Y 4 7 Vda__ '�fLY®MV <br /> RESULTS OF ROTATIONAL STABILITY ANALYSIS <br /> Results in the tables below represent critical circles identified between specified points on entry and exit. (Theta exit set to 50.00 deg.) <br /> The most critical circle is obtained from a search considering all the combinations of input entry and exit points. <br /> Critical circles for each entry point(considering all specified exit points) <br /> Entry Entry Point Exit Point Critical Circle <br /> Point# (X,Y) (X,Y) (Xc,Yc,R) Fs STATUS <br /> [$] Iftl Ift] <br /> 45 °393.80 38).53 906,12 ,:. 12t1': = L.3i.':On extreme X�ntry <br /> 2 474.90 424.70 421.02 392.42 427.66 442.45 50.47 1.33 <br /> 3 478.80 424.70 418.81 391.65 423.24 454.58 63.09 1.34 <br /> 4 482.70 424.70 418.48 391.66 422.56 462.67 71.13 137 <br /> 5 486.60 424.70 41551 390.96 419.11 475.13 84.25 1.42 <br /> 6 490.50 424.70 415.34 390.95 417.83 485.97 95.05 1.47 <br /> 7 494.40 424.70 410.82 389.50 414.60 497.36 107.92 1.53 <br /> 8 498.30 424.70 410.74 38950 414.89 505.69 116.26 1.59 <br /> 9 502.20 424.70 410.66 389.51 415.19 514.36 124.94 1.65 <br /> 10 506.10 424.70 410.58 389.51 415.51 523.37 133.95 1.72 <br /> 11 510.00 424.70 410.49 389.51 415.83 532.70 143.29 1.78 <br /> Note:In the'Statt&column,OK means the critical circle was identified within the specified search domain. 'On extreme X-entry means <br /> that the critical result is on the edge of the search domain;a lower Fs may result if the search domain is expanded <br /> ►t*4+kitt##dtAYttiA*it#F*4t#* <br /> Results m the tables below represent critical circles identified between specified points on entry and exit. (Theta-exit set to 50.00 deg.) <br /> The most critical circle is obtained from a search considering all the combinations of input entry and exit points. <br /> Critical circles for each exit point(considering all specified entry points) <br /> Exit Exit Point Entry Point Critical Circle <br /> Point# (X,Y) (X,Y) (Xc,Yc,R) Fs STATUS <br /> Ift] Ift] Iftl . <br /> I 410.14 389.56 478.80 424.70 417.06 460.70 71.47 136 <br /> 2 413.39 390.22 478.80 424.70 418.38 460.04 70.00 135 <br /> 3 416.10 390.94 478.80 424.70 420.81 45729 66.52 1.34 <br /> 4 418.38 391.70 474.90 424.70 425.35 444.67 53.43 133 <br /> 5 421.02 392.42 474.90 424.70 427.66 442.45 50.47 1.33 <br /> 6 423.65 393.14 474.90 424.70 429.97 44027 47.55 1.34 <br /> ::7 + '. : 9g.8t?' '.` 4 I'00 . 7 3- 043 <br /> 2fi1:98 1.30 -. OK <br /> 8 42930 395.88 471.00 424.70 391.35 495.39 106.49 1.31 <br /> 9 431.78 397.82 471.00 424.70 396.13 491.91 100.62 132 <br /> 10 434.85 399.99 471.00 424.70 400.89 488.47 94.78 1.33 f <br /> 11 437.43 401.97 471.00 424.70 409.20 479.81 82.80 1.35 <br /> Note:In the'Status'cohmm,OK means the critical circle was identified within the specified search domain. 'On extreme X-exit'means <br /> that the critical result is on the edge of the search domain;a lower Fs may result if the search domain is expanded <br /> vmuY�A II9Bs9AV�ra9Y4NAV .90&6lVdsEO YdmiCY9AYu1sII01BL�mAD4VMYata]DPBA9aJm tmlVdm ML1V.mm10YlJM }Dtl4YeYe}D Y1lmlD10®AV®}LI�AYyvi0W9.WYW1Y4�lOmfm39P6NVmImtDBdlVa4pi9&®lYNb7d <br /> 4825 North Shore Drive Page 6 of 7 <br /> Copyright 0 2001-2006 ADAMA Engineering,Inc. www.GeoProgmms.com Lic am member ReSSA200479 <br />
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