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 58 446 1 1 91.0 91.0 0.00 0.91 0.2 30.9 68.9 58 446 3 1 55.0 55.0 11.00 11.55 0.1 29.4 70.5 58 446 3 3 55.0 55.0 11.00 14.55 0.1 27.4 72.5 58 446 3 5 55.0 55.0 11.00 17.55 0.1 22.2 77.7 58 446 5 3 82.0 82.0 30.00 33.82 0.6 23.4 76.0 58 446 5 5 82.0 82.0 30.00 36.82 0.3 22.0 77.7 58 446 6 1 90.0 90.0 39.50 40.40 0.1 12.7 87.2 58 446 6 3 90.0 90.0 39.50 43.40 0.1 13.5 86.4 58 446 7 1 91.0 91.0 49.00 49.91 0.0 11.4 88.6 58 446 7 4 91.0 91.0 49.00 54.41 0.1 11.7 88.2 58 446 7 5 91.0 91.0 49.00 55.91 0.1 14.2 85.7 58 446 8 1 29.0 29.0 58.50 58.79 0.1 11.0 88.9 58 446 8 41 124.0 124.0 58.50 64.24 0.1 10.9 89.0 58 446 9 1 74.0 74.0 68.00 68.74 0.8 11.5 87.7 58 446 9 3 21.0 21.0 68.00 71.21 1.5 9.9 88.6 58 446 9 5 57.0 57.0 68.00 74.57 0.0 6.4 93.6 58 446 10 11 138.0 138.0 77.50 78.88 0.1 8.7 91.2 58 446 10 3 48.0 48.0 77.50 80.98 0.1 8.9 91.0 58 446 10 5 94.0 94.0 77.50 84.44 0.1 8.6 91.3 58 446 11 1 25.0 25.0 87.00 87.25 0.0 4.4 95.6 58 446 11 1 25.0 25.0 87.00 87.25 0.0 3.4 96.6 58 446 12 11 130.0 130.0 96.50 97.80 0.1 6.8 93.1 58 446 12 31 105.0 105.0 96.50 100.55 0.1 10.8 89.1 58 446 13 11 116.0 116.0 106.00 107.16 0.0 7.2 92.8 58 446 13 31 115.0 115.0 106.00 110.15 0.0 16.4 83.6 58 446 14 11 140.0 140.0 115.50 116.90 0.0 9.5 90.5 58 446 14 3 61.0 61.0 115.50 119.11 0.0 8.4 91.6 58 446 14 5 61.0 61.0 115.50 122.11 0.0 18.1 81.9 58 446 15 11 123.0 123.0 125.00 126.23 0.2 13.9 85.9 58 446 15 31 123.0 123.0 125.00 129.23 0.2 27.0 72.8 58 446 16 11 135.0 135.0 134.50 135.85 0.1 16.3 83.6 58 446 16 31 135.0 135.0 134.50 138.85 0.1 21.1 78.8 58 446 18 11 122.0 122.0 153.50 154.72 0.8 32.5 66.7 58 446 20 CC 10.0 10.0 172.50 173.55 71.8 20.4 7.8 58 446 20 CC 10.0 10.0 172.50 173.55 0.5 65.7 33.8 58 446 21 11 132.0 132.0 182.00 183.32 1.5 51.6 46.9 58 446 23 1 73.0 73.0 201.00 201.73 1.1 60.7 38.2 58 446 24 1 53.0 53.0 210.50 211.03 0.9 43.8 55.3 58 446 24 3 53.0 53.0 210.50 214.03 0.4 65.8 33.8