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• <br />APPENDIX 9-6 (Continued) <br /> 1 <br /> Depth Suitability Parameters Limiting Rec. TSD <br /> 2 3 4 5 6 7 R q +n <br />Horizon (Inches) Sat '~ lex SAH Ca CU3 '6 C Frag +D Con Suit Factors by Com ponent~ <br />Spicerton variant (frigid summer soil temperatures) MU: SA; SN: 33 <br />Ap 0-8 5 U S S 5 5 U Clay = 51@ 0 <br />Bt1 8-24 S U U S S S U Clay = 51is, SAR = 11 <br />Bt2 ny 24-40 U U U 5 5 U U Sat i = 81, Clay = $SPo, SAR = 18, Con = VH/VFI/ <br /> VS/VP <br />Bt3ny 40-56 5 U U S S U U Clay = 59RI, SAR = 15, Con = VM/VFI/VS/VP <br />Cny 56-60 S U U 5 5 U U Clay = 64'4, SAR = 11, Con = VS/VP <br />Spicerton variant (frigid summer soil temperatures) (Addi tional) SN: 34 <br />E 0-2 S M S S 5 S M Clay = 49@ <br />Bt1n 2-B 5 U U 5 5 5 U Clay = 60~, SAR = 13 <br />i <br />c. <br />Bt2 ny 8-18 S U U S S U U EC = 24, Clay = 42~e, SAR = 21, Con = VFI/VS/VP <br />Bt3ny 18-43 S S U S 5 U U EC = 24, SAR = 21, Con = VFI/VS/VP <br />Cny 43-60 S 5 U 5 5 U U EC = 25, SAR = 21, Con = VFI/VS/VP <br />The enti re profile typically has an unsuitable clay textu re. Subsur face horizo ns also have unsuitable EC, SAR, and consistency values. No topsoil <br />salvage is recommended from most of this map un it (N=3). Six inches of topsoil salvage is recommended along Sage Creek at the east end of the tie <br />across haul road (t~2). <br />S litro MU: 468, 46C, 46D, XBD, XBE, XBF; SN: 7 <br />Al 0-S 5 5 5 S 5 5 5 18 <br />A2 5-16 S 5 S S S S S <br />C 16-18 S S 5 S 5 5 S <br />5 litro (Additional) $N: 12 <br />Al 0-4 S 5 5 S S 5 5 13 <br />A2 4-13 5 5 S S S S S <br />5 litro (Additional) $N: 39 <br />Al 0-7 5 S S 5 5 5 5 14 <br />A2 7-14 S 5 5 5 S S S <br />