Table 8. Site 1013 splice tie points.																	

Site	Hole	Core	Type	Section	Interval (cm)	Depth (mbsf)	Depth (mcd)			Site	Hole 	Core	Type	Section	Interval	Depth (mbsf)	Depth (mcd)

										1013	B	1	H	1	0	0	0
1013	B	1	H	5	144	7.44	7.44	tie	to	1013	A	2	H	2	94	7.54	7.44
1013	A	2	H	4	29	9.89	9.79	tie	to	1013	B	2	H	2	9	10.19	9.79
1013	B	2	H	6	57	16.67	16.27	tie	to	1013	A	3	H	2	45	16.55	16.27
1013	A	3	H	3	137	18.97	18.69	tie	to	1013	B	3	H	1	70	18.7	18.69
1013	B	3	H	6	65	26.25	26.24	tie	to	1013	A	4	H	2	40	26	26.24
1013	A	4	H	3	93	28.03	28.27	tie	to	1013	B	4	H	1	49	28.09	28.27
1013	B	4	H	7	59	37.19	37.37	tie	to	1013	A	5	H	3	35	36.95	37.37
1013	A	5	H	4	65	38.78	39.2	tie	to	1013	B	5	H	2	42	39.02	39.2
1013	B	5	H	7	5	46.15	46.33	tie	to	1013	A	6	H	2	91	45.51	46.33
1013	A	6	H	4	23	47.83	48.65	tie	to	1013	B	6	H	1	149	48.09	48.65
1013	B	6	H	7	41	56.01	56.57	tie	to	1013	C	7	H	1	73	53.93	56.57
1013	C	7	H	6	95	61.65	64.29	tie	to	1013	A	8	H	1	77	62.87	64.29
1013	A	8	H	3	95	66.05	67.47	tie	to	1013	B	8	H	1	46	66.06	67.47
1013	B	8	H	6	46	73.56	74.97	tie	to	1013	A	9	H	2	0	73.1	74.97
1013	A	9	H	4	89	76.99	78.86	tie	to	1013	B	9	H	1	89	75.99	78.86
1013	B	9	H	5	133	82.43	85.3	tie	to	1013	A	10	H	1	101	82.11	85.3
1013	A	10	H	3	107	85.17	88.36	tie	to	1013	B	10	H	1	28	84.88	88.36
1013	B	10	H	7	25	93.85	97.33	tie	to	1013	B	10	X	7	0	93.82	97.33
1013	B	11	X	6	61	102.21	105.69	tie	to	1013	A	12	X	1	89	98.99	105.69
1013	A	12	X	3	145	102.55	109.25