leg site hole core section top interval depth(cm) bottom interval depth(cm) top of core(m) sample_depth(m) percent sand percent silt percent clay 40 364 1 4 96.0 96.0 7.50 13.21 1.1 22.1 76.8 40 364 1 6 88.0 88.0 7.50 16.13 0.7 15.3 84.0 40 364 3 4 88.0 88.0 64.50 69.88 1.4 15.3 83.3 40 364 3 6 88.0 88.0 64.50 72.88 0.4 14.4 85.2 40 364 4 4 88.0 88.0 102.50 108.28 0.1 19.5 80.4 40 364 4 6 88.0 88.0 102.50 111.28 0.4 11.9 87.7 40 364 5 4 88.0 88.0 150.00 155.38 0.0 13.9 86.1 40 364 6 1 88.0 88.0 197.50 198.38 0.4 16.4 83.2 40 364 6 6 88.0 88.0 197.50 205.88 0.3 19.5 80.2 40 364 7 1 88.0 88.0 245.00 245.88 2.4 38.7 58.9 40 364 8 4 88.0 88.0 283.00 288.68 0.1 59.0 40.9 40 364 8 6 88.0 88.0 283.00 291.68 0.2 38.4 61.4 40 364 9 4 88.0 88.0 321.00 326.38 5.9 38.1 56.0 40 364 10 4 88.0 88.0 349.50 354.88 0.4 31.0 68.6 40 364 10 6 88.0 88.0 349.50 357.88 0.1 31.4 68.5 40 364 11 4 88.0 88.0 359.00 364.68 0.1 19.6 80.3 40 364 11 6 88.0 88.0 359.00 367.68 0.1 23.9 76.0 40 364 12 4 88.0 88.0 368.50 374.18 1.0 32.4 66.6 40 364 12 6 88.0 88.0 368.50 377.18 0.3 29.4 70.3 40 364 13 21 108.0 108.0 397.00 399.58 0.1 18.2 81.7 40 364 14 4 88.0 88.0 425.50 430.88 0.1 64.5 35.4 40 364 14 6 88.0 88.0 425.50 433.88 0.1 23.6 76.3 40 364 15 4 88.0 88.0 463.50 468.88 0.2 33.5 66.3 40 364 16 4 88.0 88.0 501.50 506.88 0.1 30.0 69.9 40 364 16 6 88.0 88.0 501.50 509.88 0.2 30.5 69.3 40 364 17 4 88.0 88.0 530.00 535.83 0.1 33.4 66.5 40 364 17 6 88.0 88.0 530.00 538.83 0.0 34.4 65.6 40 364 19 4 88.0 88.0 568.00 573.38 1.7 38.1 60.2 40 364 20 4 88.0 88.0 577.50 582.88 0.0 23.5 76.5 40 364 21 4 78.0 78.0 596.50 601.93 2.0 34.4 63.6 40 364 21 6 88.0 88.0 596.50 605.03 2.5 39.6 57.9 40 364 22 4 88.0 88.0 615.50 620.88 0.0 31.0 69.0 40 364 23 4 88.0 88.0 644.00 649.38 2.9 31.5 65.6 40 364 24 2 88.0 88.0 672.50 674.88 0.6 26.5 72.9 40 364 25 61 102.0 102.0 701.00 709.87 2.5 49.5 48.0 40 364 26 4 78.0 78.0 710.50 716.18 3.0 24.8 72.2 40 364 26 6 54.0 54.0 710.50 718.94 5.8 40.0 54.2 40 364 27 4 65.0 65.0 720.00 725.15 1.0 28.2 70.8 40 364 33 4 58.0 58.0 843.50 848.58 8.4 35.8 55.8 40 364 34 4 50.0 50.0 872.00 877.00 2.5 34.7 62.8