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Two Rivers Gravel Pit Mine <br /> Riverside Berm Failure Analysis <br /> and Flood Control Mitigation Plan <br /> 7ech"olooicess January 22,2020 <br /> NORTHWEST PIT <br /> BREACH PROGRESSION <br /> STRONG SOIL PARAMETER CASE <br /> �nacG]hno�e..1m Table <br /> l tax Burl. H d L1t Ha+tl CUC B-I ML T=I..a <br /> Ti- Hawatlm 9tatim fro M-- Stability MI.-Lim <br /> [bra! 1-3 twat) [Im 1-1 [tmt[ <br /> 2.04 4695.47 13a.00 4693.61 0 a655.00 <br /> 3.9a a665.69 129.9{ {6B0'.fi2 9 {655.90 <br /> 4.44 46@6.37 123.21 4676.34 1 4655.00 <br /> s_oa {6Wfi_6a 112.2i {669.36 1 4655.90 <br /> 6.9a a66i_a3 97.Is a660'.la 1 {d ss.90 <br /> 7.00 469i_19 79.79 6655.aa 1 {d55.00 <br /> 9_oa a66i_23 6a.52 {655.4a 1 {655.94 <br /> 9.04 469i.37 40.9s 465s.a4 1 {d55.00 <br /> 9_]5 a697.39 -I 4655.4a 1 {655.94 <br /> 9.54 4697.42 30.A 4655.a4 1 4655.00 <br /> 9.75 as"26 25.2i 4655.00 1 4d55.00 <br /> la_9a a6-2 13.51 4655.4a 1 L655.94 <br /> 10.25 4661.69 4.6a 465s.a4 1 4d55.00 <br /> 19.5a a661.37 a.6{ 4655.4a 9 L655.94 <br /> 19.75 4661.30 a.N 4655.a4 9 e655.94 <br /> 11.9a {661_aG a.a.3 4655.4a 9 L655.90 <br /> 12.9a a669_i6 a.00 46s5.4a 9 Ld ss.90 <br /> 13.00 4660.35 a.40 4655.00 0 4d55.00 <br /> to_oa a66o_l0 a.00 afi55.aa 9 c655.94 <br /> 25.04 4659.25 a.40 465S.04 0 4d55.00 <br /> 16.9a a659.59 a.00 4655.4a 9 L655.90 <br /> 27.04 4659.22 4.09 4555.a4 9 e655.94 <br /> 19.00 4659_23 a.o9 4655.00 0 4d55.00 <br /> 19.9a a659.55 a.00 4655.4a 9 L655.90 <br /> 20.04 4659.14 a.o0 465s.a4 9 e655.90 <br /> 21.4a a65i_99 a.00 4655.4a 9 L655.90 <br /> 22.fla 4657.54 4.09 46S5.04 0 {655.0a <br /> 23.9a {6sT_33 a.a9 {655.4a 9 a655.9a <br /> 24.4a a6sT_32 a.a9 a65S.4a 9 .-A. <br /> pg. 38 <br />