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
11	104		1	1	10.0	10.0	0.00	0.10	44.5	25.8	29.7	
11	104		1	2	10.0	10.0	0.00	1.60	3.8	43.9	52.3	
11	104		1	4	32.0	32.0	0.00	4.82	4.5	42.1	53.4	
11	104		1	5	10.0	10.0	0.00	6.10	0.6	48.0	51.4	
11	104		1	6	10.0	10.0	0.00	7.60	0.0	79.9	20.1	
11	104		2	1	63.0	63.0	36.00	36.63	0.9	42.9	56.2	
11	104		2	2	10.0	10.0	36.00	37.60	0.6	36.2	63.2	
11	104		2	3	10.0	10.0	36.00	39.10	1.1	32.5	66.4	
11	104		2	4	10.0	10.0	36.00	40.60	1.1	38.7	60.2	
11	104		2	5	10.0	10.0	36.00	42.10	1.0	30.2	68.8	
11	104		2	6	10.0	10.0	36.00	43.60	1.2	28.4	70.4	
11	104		3	1	10.0	10.0	62.00	62.40	0.0	5.2	94.8	
11	104		3	2	10.0	10.0	62.00	63.90	0.0	4.5	95.5	
11	104		3	3	25.0	25.0	62.00	65.55	0.0	4.1	95.9	
11	104		3	4	10.0	10.0	62.00	66.90	0.0	5.1	94.9	
11	104		3	5	10.0	10.0	62.00	68.40	0.0	5.9	94.1	
11	104		3	6	10.0	10.0	62.00	69.90	0.0	5.4	94.6	
11	104		4	11	102.0	102.0	133.00	134.02	0.0	3.3	96.7	
11	104		4	2	10.0	10.0	133.00	134.60	0.0	5.1	94.9	
11	104		4	3	10.0	10.0	133.00	136.10	0.0	4.4	95.6	
11	104		4	4	8.0	8.0	133.00	137.58	0.0	5.1	94.9	
11	104		4	5	10.0	10.0	133.00	139.10	0.0	4.1	95.9	
11	104		6	1	10.0	10.0	219.00	219.10	0.0	4.8	95.2	
11	104		6	2	3.0	3.0	219.00	220.53	0.0	4.1	95.9	
11	104		6	3	24.0	24.0	219.00	222.24	0.0	5.5	94.5	
11	104		6	4	10.0	10.0	219.00	223.60	0.0	4.7	95.3	
11	104		6	5	10.0	10.0	219.00	225.10	0.0	4.5	95.5	
11	104		6	6	10.0	10.0	219.00	226.60	0.0	5.2	94.8	
11	104		7	1	10.0	10.0	306.00	306.10	0.1	35.2	64.7	
11	104		7	2	6.0	6.0	306.00	307.56	0.1	35.7	64.2	
11	104		7	3	46.0	46.0	306.00	309.46	0.1	30.7	69.2	
11	104		7	4	10.0	10.0	306.00	310.60	0.1	37.0	62.9	
11	104		8	2	8.0	8.0	401.00	402.58	0.1	37.0	62.9	
11	104		8	3	34.0	34.0	401.00	404.34	0.0	37.6	62.4	
11	104		8	41	113.0	113.0	401.00	406.63	0.1	35.4	64.5	
11	104		8	5	10.0	10.0	401.00	407.10	0.1	35.8	64.1	
11	104		9	1	13.0	13.0	495.00	495.13	0.1	34.3	65.6	
11	104		9	2	20.0	20.0	495.00	496.70	0.1	25.6	74.3	
11	104		9	3	3.0	3.0	495.00	498.03	0.0	33.0	67.0