UNIQUE_ID	METHOD_FI	METHOD_CO	SAND_PCT	SILT_PCT	CLAY_PCT	TEXT_Q	FINES_SIL	MEDIAN	MEAN	Q1_PHI	Q3_PHI	QUARDVTN	STDEV_SORT	SKEWNESS	KURTOSIS	CLASS_1_DE	CLASS_1_%	CLASS_2_DE	CLASS_2_%	CLASS_3_DE	CLASS_3_%	CLASS_4_DE	CLASS_4_%	CLASS_5_DE	CLASS_5_%	CLASS_6_DE	CLASS_6_%	CLASS_7_DE	CLASS_7_%	CLASS_8_DE	CLASS_8_%	CLASS_9_DE	CLASS_9_%	CLASS_10_D	CLASS_10_%	CLASS_11_D	CLASS_11_%	CLASS_12_D	CLASS_12_%	ANALYST	COMMENTS_O	COMMENTS_2
231																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	3	phi units 2-3	5	phi units 3-4	2	phi units 4-5	3	phi units 5-6	5	phi units 6-7	8	phi units 7-8	10	phi units 8-9	14	phi units 9-10	14	phi units >10	44		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
232																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	0	phi units 2-3	0	phi units 3-4	0	phi units 4-5	5	phi units 5-6	8	phi units 6-7	8	phi units 7-8	21	phi units 8-9	14	phi units 9-10	15	phi units >10	30		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
233																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	1	phi units 2-3	1	phi units 3-4	3	phi units 4-5	4	phi units 5-6	9	phi units 6-7	9	phi units 7-8	19	phi units 8-9	18	phi units 9-10	10	phi units >10	42		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
234																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	4	phi units 2-3	5	phi units 3-4	4	phi units 4-5	30	phi units 5-6	12	phi units 6-7	9	phi units 7-8	8	phi units 8-9	7	phi units 9-10	16	phi units >10	8		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
235																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	0	phi units 2-3	0	phi units 3-4	4	phi units 4-5	9	phi units 5-6	8	phi units 6-7	18	phi units 7-8	10	phi units 8-9	8	phi units 9-10	6	phi units >10	27		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
236																phi units (-1)-0	0	phi units 0-1	6	phi units 1-2	22	phi units 2-3	26	phi units 3-4	4	phi units 4-5	17	phi units 5-6	4	phi units 6-7	4	phi units 7-8	4	phi units 8-9	1	phi units 9-10	7	phi units >10	9		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
237																phi units (-1)-0	0	phi units 0-1	14	phi units 1-2	34	phi units 2-3	24	phi units 3-4	6	phi units 4-5	11	phi units 5-6	3	phi units 6-7	3	phi units 7-8	2	phi units 8-9	2	phi units 9-10	2	phi units >10	9		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
238																phi units (-1)-0	0	phi units 0-1	1	phi units 1-2	3	phi units 2-3	8	phi units 3-4	11	phi units 4-5	35	phi units 5-6	6	phi units 6-7	5	phi units 7-8	5	phi units 8-9	5	phi units 9-10	10	phi units >10	16		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
239																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	2	phi units 2-3	10	phi units 3-4	15	phi units 4-5	48	phi units 5-6	4	phi units 6-7	5	phi units 7-8	1	phi units 8-9	1	phi units 9-10	3	phi units >10	12		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
240																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	3	phi units 2-3	9	phi units 3-4	19	phi units 4-5	44	phi units 5-6	5	phi units 6-7	0	phi units 7-8	4	phi units 8-9	3	phi units 9-10	4	phi units >10	13		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
241																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	2	phi units 2-3	16	phi units 3-4	30	phi units 4-5	45	phi units 5-6	1	phi units 6-7	0	phi units 7-8	0	phi units 8-9	0	phi units 9-10	0	phi units >10	5		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
242																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	4	phi units 2-3	9	phi units 3-4	24	phi units 4-5	40	phi units 5-6	5	phi units 6-7	2	phi units 7-8	2	phi units 8-9	0	phi units 9-10	2	phi units >10	10		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
243																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	1	phi units 2-3	4	phi units 3-4	5	phi units 4-5	18	phi units 5-6	11	phi units 6-7	16	phi units 7-8	9	phi units 8-9	7	phi units 9-10	7	phi units >10	22		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
244																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	0	phi units 2-3	0	phi units 3-4	0	phi units 4-5	6	phi units 5-6	14	phi units 6-7	6	phi units 7-8	14	phi units 8-9	6	phi units 9-10	6	phi units >10	48		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
245																phi units (-1)-0	0	phi units 0-1	0	phi units 1-2	0	phi units 2-3	0	phi units 3-4	0	phi units 4-5	0	phi units 5-6	6	phi units 6-7	14	phi units 7-8	13	phi units 8-9	19	phi units 9-10	7	phi units >10	44		Data derived from fig.21 of referenced source.  Figure consists of line graphs for each station showing % by weight of 12 classes of phi units.  Figure was gridded and values were estimated for each class at each station.	Values for this reference do not always total 100%.  Average total for all sites is 103%; range is 90-116%.  Classes: sand (-1)-0 to 4-5; silt: 4-5 to 8-9; clay: 8-9 to >10.
246			0	50.9	49.1			7.89	7.98				2.51	0.05	0.61																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
247			0	40.13	59.87			8.92	8.49				2.29	-0.28	0.68																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
248			0.37	39.67	60.06			9.25	8.52				2.46	-0.44	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
249			0	51.41	48.59			7.86	8.01				2.43	0.09	0.56																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
250			0	23.99	76.01			10	9.2				1.89	-0.64	0.9																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
251			0	22.76	77.24			10.19	9.41				1.73	-0.68	1.02																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
252			12.79	49.2	38.01			6.17	6.9				3.15	0.35	0.57																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
253			0	32.39	67.61			9.48	8.89				2.02	-0.44	0.84																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
254			0	23.31	76.69			10.12	9.42				1.65	-0.64	0.92																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
255			1.86	32.62	65.51			9.69	8.76				2.36	-0.6	0.77																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
256			0	26.64	74.36			10.02	9.29				1.76	-0.62	0.87																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
258			0	40.87	59.13			9.8	8.58				1.98	-0.16	0.76																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
259			0	19.7	80.3			10.12	9.52				1.51	-0.6	0.89																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
260			0.62	45.94	53.44			8.74	8.31				2.52	-0.26	0.59																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
261			8.23	66.21	25.56			5.16	5.5				2.98	0.67	0.78																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
262			30.24	42.44	27.32			4.91	9.7				3.44	0.35	0.7																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
263			9.39	55.75	34.86			6.89	6.98				2.64	0.05	0.68																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
264			6.5	44.17	49.34			7.95	7.8				2.85	-0.08	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
265			45.57	35.28	19.15			4.2	5.12				8.75	0.37	0.97																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
266			17.78	77.78	4.44			4.6	4.82				1.03	0.32	1.65																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
267			1.64	43.74	54.62			8.43	8.19				2.49	-0.15	0.67																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
268			4.99	36.02	58.99			9.22	8.46				2.49	-0.46	0.76																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
269			23	33.69	43.31			7	6.76				3.31	-0.11	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
270			5.83	32.85	61.33			8.49	7.99				2.55	-0.29	0.85																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
271			32.11	32.21	45.68			5.35	5.93				4.19	0.21	0.54																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
272			16.95	55.93	27.12			4.9	6.34				3.16	0.69	0.79																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
273			21.33	50.59	28.08			5.54	6.16				3.65	0.25	0.82																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
274			0.77	39.44	59.79			8.82	8.22				1.8	-0.5	0.81																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
275			1.06	65.44	33.51			7.72	7.8				0.72	0.18	1.24																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
276			23.16	34.11	42.74			7.3	6.77				3.9	-0.2	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
277			7.59	27.1	65.31			10.01	2.51				2.92	-0.77	0.83																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
278			61.36	24.36	14.27			2.77	3.86				2.89	0.57	1.38																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
279			70.75	12.09	8.15			2.38	2.76				1.58	0.36	2.12																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
280			0.48	76.42	23.1			3.76	6.85				2.64	0.62	1.08																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
281			2.45	47.31	49.94			7.99	7.91				2.71	-0.05	0.6																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
282			5.03	74.37	20.6			5.2	6.09				2.25	0.59	1.15																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
283			4.44	47.3	48.27			7.8	7.74				2.28	-0.03	0.59																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
284			0	30.63	69.37			9.74	8.98				2.06	-0.56	0.76																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
285			0	27.92	72.08			8.41	8.2				1.01	-0.3	1.37																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
286			0	29.7	70.3			9.76	8.96				2.1	-0.57	0.71																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
287			0	21.33	78.67			10.18	9.49				1.59	-0.65	1.04																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
288			3.85	35.03	61.12			9.08	8.45				2.49	-0.38	0.71																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
289			2.74	31.2	66.06			9.74	8.89				2.2	-0.58	0.8																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
290			68.27	20.7	11.03			2.48	3.05				2.03	0.42	1.34																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
291			32.42	45.88	21.7			4.58	5.51				3.19	0.44	0.97																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
292			42.97	44.14	12.89			4.19	4.36				1.78	0.14	2.05																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
293			92.94	6.25	0.81			2.28	2.26				0.86	-0.03	1.15																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
294			27.11	66.82	6.07			4.49	4.34				1.5	-0.15	2.16																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
295			0	37.64	62.36			9.13	8.68				2.17	-0.31	0.68																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
296			3.82	40.76	55.41			8.43	8.07				2.63	-0.21	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
297			0	24.45	75.55			10.02	9.3				1.75	-0.62	0.92																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
298			0	27.44	72.56			10.01	9.24				1.83	-0.63	0.83																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
299			0	22.32	77.68			10.14	9.34				1.78	-0.67	1.09																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
300			0	24.71	75.29			10.02	9.32				1.72	-0.61	0.78																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
301			0	29.89	70.11			10.1	9.28				1.84	-0.67	0.91																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
302			4.76	29.52	56.71			9.39	8.6				2.39	-0.49	0.84																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
303			0	34.27	65.73			10.04	9.02				2.19	-0.7	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
304			28.21	39.74	32.05			9.4	6.17				3.99	-0.09	0.67																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
305			20.48	49.33	30.2			4.94	6.08				2.95	0.58	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
306			29.15	55.78	15.07			4.48	5.2				2.1	0.52	2.08																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
307			21.2	48.23	30.57			5.14	6.31				3.42	0.51	0.65																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
308			39.63	40.06	20.31			4.41	5.59				3.41	0.52	1.12																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
309			14.97	56.57	28.47			4.93	6.42				3.13	0.71	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
311			0	17.13	82.87			9.95	9.5				1.39	-0.48	0.91																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
312			0.49	27.76	71.74			9.49	9.13				1.68	-0.32	0.73																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
313			81.39	11.2	7.41			2.35	2.76				1.53	0.4	2.54																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
314			0	37.68	62.32			8.89	8.7				1.94	-0.14	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
315			0	15.27	84.73			10.14	9.64				1.34	-0.56	0.97																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
316			5.62	20.48	73.9			10.14	9.11				2.13	-0.73	1.06																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
317			0.45	28.28	71.27			9.98	9.15				1.94	-0.64	0.77																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
318			2.78	37.27	59.95			9.59	8.59				2.57	-0.58	0.66																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
319			32.12	18.44	49.45			7.57	6.5				3.67	-0.44	0.52																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
320			19.12	50.29	30.59			5.24	6.41				3.26	0.54	0.67																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
322			20.04	52.97	26.99			4.99	6.29				3.23	0.6	0.74																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
323			60.33	21.49	9.18			2.94	3.32				1.35	0.42	1.82																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
324			35.42	41.96	22.61			4.52	5.68				3.49	0.5	0.96																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
325			0	78.04	21.96			5.8	6.8				2.49	0.6	1.2																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
326			0.84	78.37	20.79			5.31	6.34				2.49	0.62	1.05																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
327			11.22	26.38	62.4			9.19	8.1				3.05	-0.54	0.72																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
328			0	27.44	72.56			9.45	9.12				1.65	-0.3	0.87																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
329			67.23	20.66	12.12			2.92	3.95				2.34	0.66	1.62																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
330			4.03	20.91	75.06			9.85	9.28				1.67	-0.51	1.1																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
331			7.12	32.69	60.19			9.94	8.52				2.87	-0.74	0.75																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
332			6.96	20	73.04			10.27	9.08				2.28	-0.78	1.01																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
333			33.22	28.47	38.31			6.18	6.45				3.86	0.11	0.52																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
334			2.74	34.82	62.44			9.41	8.71				2.27	-0.46	0.8																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
335			42.64	40.85	16.51			4.37	5.02				2.92	0.34	1.07																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
336			0	37.74	62.28			9.28	8.69				2.23	-0.4	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
337			13.89	75.25	10.86			4.65	4.9				0.99	0.38	2.4																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
338			0	34.92	65.08			9.23	8.87				1.9	-0.28	0.66																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
339			4.12	15.92	79.95			10.16	9.46				1.62	-0.65	1.3																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
340			14.21	48.14	37.66			6.52	6.99				3.13	0.22	0.57																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
341			26.62	42.87	30.51			5.52	5.32				3.58	0.34	0.63																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
342			71.85	20.02	8.13			2.86	3.33				1.51	0.47	1.81																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
344			28.78	62.04	9.18			4.63	4.92				1.66	0.27	1.24																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
345			0.6	55.36	44.05			7.33	7.73				2.58	0.24	0.56																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
346			0	41.9	58.1			9.03	8.36				2.6	-0.39	0.62																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
347			6.85	56.94	36.42			6.29	6.99				2.95	0.35	0.6																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
348			0	49.86	50.14			8.01	8.14				2.28	0.08	0.66																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
349			0	30.68	69.32			9.9	9.08				2.01	-0.62	0.76																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
350			1.2	36.27	62.53			9.36	8.55				2.47	-0.49	0.8																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
351			0	26.56	73.45			9.9	9.2				1.82	-0.57	0.85																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
352			1.17	50.49	48.34			7.85	7.73				2.86	-0.06	0.57																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
353			0	33.83	66.17			9.22	8.91				1.83	-0.25	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
354			0	16.49	83.51			10.08	9.58				1.38	-0.54	0.89																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
355			0	28.11	71.89			9.97	9.14				1.95	-0.64	0.75																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
356			1.24	53.8	44.96			7.62	7.82				2.61	0.12	0.6																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
357			0.36	33.51	66.13			9.74	9				2.02	-0.55	0.75																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
358			0	30.42	69.57			9.7	8.96				2.06	-0.54	0.72																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
359			6.17	54.84	38.99			6.57	7.12				3.05	0.27	0.54																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
360			7.98	45.39	46.03			7.5	7.56				2.93	0.03	0.67																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
361			3.43	66.32	40.26			6.92	7.5				2.73	0.32	0.58																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
363			16.33	53.98	29.68			6.02	6.43				3.16	0.67	0.66																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
364			27.1	51.75	21.15			4.83	5.81				3.19	0.55	1.13																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
365			34.74	53.56	11.69			4.35	4.69				1.51	0.34	2.44																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
366			7.47	67.8	24.73			5.19	6.45				2.86	0.66	0.84																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
367			4.71	53.95	41.34			6.78	7.26				2.93	0.25	0.55																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
369			18.78	35.15	46.07			7.23	7.15				3.41	-0.04	0.58																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
370			20.18	37.61	42.21			6.7	6.9				3.49	0.08	0.39																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
371			3.97	51.94	44.09			7.34	7.53				2.89	0.1	0.56																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
372			3.64	76.23	20.13			5.47	5.36				2.44	0.55	1.1																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
373			5.71	45.5	48.8			7.86	7.74				2.82	-0.06	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
374			4.01	43.69	52.3			8.24	8.08				2.55	-0.09	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
376			22.08	28.71	49.21			7.92	6.97				4.05	-0.35	0.67																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
377			26.18	35.87	37.95			5.78	6.38				3.51	0.26	0.61																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
378			4.02	43.97	52.01			8.35	7.88				2.9	-0.24	0.57																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
379			52.81	37.48	9.71			3.8	3.69				1.66	-0.1	1.59																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
380			2.4	64.33	33.27			6.53	6.92				2.53	0.23	0.63																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
381			4.43	63.13	32.44			6.21	7				2.9	0.41	0.6																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
382			0.43	41.36	58.21			8.69	8.53				2.3	-0.28	0.7																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
383			0.72	39.42	59.86			9.03	8.49				2.39	-0.34	0.68																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
384			2	43.71	54.29			8.43	8.05				2.45	-0.23	0.75																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
386			0	26.62	73.38			9.79	9.16				1.82	-0.52	0.81																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
387			24.52	43.47	32.01			6.48	5.91				3.29	-0.26	0.8																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
388			14.07	36.5	49.43			7.93	7.29				2.8	-0.34	0.73																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
389			44.54	51.97	3.49			4.19	4.1				1.98	-0.07	1																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
390			15.69	53.13	31.19			5.09	6.44				3.1	0.65	0.63																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
391			37.84	51.24	10.92			4.29	4.35				1.38	0.07	2.34																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
392			34.84	45.3	19.86			4.49	5.63				3.37	0.51	1.28																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
393			21.46	46.16	32.38			5.45	6.35				3.5	0.39	0.65																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
394			0.85	37.57	61.58			9.02	8.63				2.18	-0.27	0.71																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
395			0	38.81	61.19			9.02	8.63				2.21	-0.27	0.68																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
396			7.58	42.57	49.85			7.99	7.78				2.87	-0.11	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
397			2.13	28.36	69.51			10.03	9.16				1.96	-0.66	0.86																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
398			11.95	43.71	44.34			7.18	7.28				3.14	0.05	0.56																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
400			0	26.35	73.65			10.12	9.34				1.77	-0.66	0.91																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
401			3.82	28.93	67.25			9.49	8.82				2.13	-0.47	0.87																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
402			32.43	25.53	42.04			6.95	6.56				4.11	-0.14	0.52																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
403			9.89	36.38	53.73			8.44	7.88				2.97	-0.28	0.72																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
404			16.12	46.62	37.25			6.21	6.87				3.22	0.31	0.59																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
405			32.48	44.08	23.44			4.57	5.95				3.42	0.61	0.87																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
406			16.72	52.41	30.86			5.35	6.53				3.25	0.55	0.64																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
407			38.16	43.58	18.26			4.4	5.52				3.14	0.53	1.29																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
408			18.53	43.87	37.6			5.9	5.72				3.31	0.37	0.55																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
409			0	28.19	71.81			9.74	9.21				1.72	-0.47	0.75																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
410			1.59	24.6	73.81			9.65	9.2				1.66	-0.41	0.96																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
411			1.63	49.59	48.78			7.92	8.07				2.38	0.09	0.68																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
412			2.77	68.25	28.98			5.78	7.04				2.47	0.77	0.69																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
413			4.49	27.25	68.26			9.94	9.02				2.12	-0.65	0.93																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
415			2.01	22.77	75.22			8.4	8.07				1.04	-0.48	2.45																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
416			1.84	28.91	69.24			9.9	9.1				1.98	-0.61	0.83																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
417			3.9	30.37	65.73			9.78	8.91				2.19	-0.59	0.83																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
418			38.84	23.36	37.8			6.23	6.09				4.39	-0.05	0.49																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
419			20.33	44.33	35.33			5.96	6.64				3.42	0.3	0.61																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
420			61.77	23.74	14.49			2.95	3.98				2.84	0.55	1.13																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
421			6.05	54.29	39.66			6.04	6.95				3.06	0.45	0.53																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
422			50.7	30.99	18.31			3.95	5.2				3.52	0.53	1.16																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
423			17.05	47.96	34.99			5.79	6.7				3.26	0.42	0.58																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
424			0	44.33	55.67			8.63	8.46				2.22	-0.12	0.65																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
425			12.8	77.33	9.87			4.68	4.9				0.95	0.35	2.34																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
426			0	60.14	39.86			7.18	7.76				2.38	0.37	0.62																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
427			0.65	39.15	60.2			3.92	8.75				1.93	-0.13	0.71																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
428			3.63	24.09	72.28			10.03	9.18				1.94	-0.66	0.98																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
430			4.67	31.63	63.69			9.7	8.74				2.41	-0.6	0.84																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
431			25	24.35	50.65			8.09	7.03				4.04	-0.39	0.61																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
432			17.13	30.84	52.08			8.3	7.58				3.35	-0.32	0.61																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
433			7.66	32.66	59.68			8.98	8.22				2.76	-0.41	0.73																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
434			30.06	40.92	29.02			5.11	6.06				3.71	0.4	0.53																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
435			1.5	62.37	36.13			6.65	7.38				2.6	0.42	0.6																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
438			1.29	39.18	59.54			9.1	8.64				2.21	-0.31	9.73																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
439			3.12	42.83	54.05			8.54	8.31				2.39	-0.14	0.7																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
440			29.15	35.54	35.31			6.03	6.43				3.74	0.16	0.55																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
441			63.02	25.48	11.5			3.26	3.94				2.06	0.5	1.58																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
442			39	56.56	4.44			4.22	4.15				0.77	-0.14	1.58																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
443			44.05	32.54	23.41			4.41	5.69				3.79	0.51	0.87																										"upper 3 inches of core samples analyzed using: Folk, Robert L., 1968. Petrology of sedimentary rocks. University of Tex. 182 p."
444			65	4	31	W																																			Texture too coarse?
445			66	3	31	W																																			Texture too coarse?
446			67	8	25	W																																			Texture too coarse?
447			66	7	27	W																																			Texture too coarse?
448			66	12	22	W																																			Texture too coarse?
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450			67	4	29	W																																			Texture too coarse?
451			65	7	28	W																																			Texture too coarse?
452			66	9	25	W																																			Texture too coarse?
453			62	3	35	W																																			Texture too coarse?
454			71	14	15	W																																			Texture too coarse?
455			61	4	35	W																																			Texture too coarse?
456			71	11	18	W																																			Texture too coarse?
457			76	4	20	W																																			Texture too coarse?
458			67	14	19	W																																			Texture too coarse?
459			68	9	23	W																																			Texture too coarse?
460			41	40	19	W																																			Texture too coarse?
461			54	28	18	W																																			Texture too coarse?
462			50	31	19	W																																			Texture too coarse?
463			43	35	22	W																																			Texture too coarse?
464			65	7	28	W																																			Texture too coarse?
465			65	8	27	W																																			Texture too coarse?
466			67	7	26	W																																			Texture too coarse?
467			66	7	27	W																																			Texture too coarse?
468			65	7	28	W																																			Texture too coarse?
469			65	10	25	W																																			Texture too coarse?
470			44	25	31	W																																			Texture too coarse?
471			40	34	26	W																																			Texture too coarse?
472			59	11	30	W																																			Texture too coarse?
473			59	8	33	W																																			Texture too coarse?
474			62	20	18	W																																			Texture too coarse?
475			63	18	19	W																																			Texture too coarse?
476			65	4	31	W																																			Texture too coarse?
477			66	7	27	W																																			Texture too coarse?
478			65	18	17	W																																			Texture too coarse?
479			67	15	18	W																																			Texture too coarse?
480			49	35	16	W																																			Texture too coarse?
481			46	37	17	W																																			Texture too coarse?
482			57	10	33	W																																			Texture too coarse?
483			64	11	25	W																																			Texture too coarse?
484			64	17	19	W																																			Texture too coarse?
485			67	16	17	W																																			Texture too coarse?
486			69	6	25	W																																			Texture too coarse?
487			67	7	26	W																																			Texture too coarse?
488			74	11	15	W																																			Texture too coarse?
489			63	18	19	W																																			Texture too coarse?
490			71	10	19	W																																			Texture too coarse?
491			66	17	17	W																																			Texture too coarse?
492			57	24	19	W																																			Texture too coarse?
493			61	19	20	W																																			Texture too coarse?
494			64	14	22	W																																			Texture too coarse?
495			66	13	21	W																																			Texture too coarse?
496			65	7	28	W																																			Texture too coarse?
497			68	6	26	W																																			Texture too coarse?
498			65	6	29	W																																			Texture too coarse?
499			67	8	25	W																																			Texture too coarse?
500			71	7	22	W																																			Texture too coarse?
501			69	11	20	W																																			Texture too coarse?
502			71	11	17	W																																			Texture too coarse?
503			68	7	25	W																																			Texture too coarse?
504			69	7	23	W																																			Texture too coarse?
505			67	10	23	W																																			Texture too coarse?
506			71	7	22	W																																			Texture too coarse?
507			79	0	21	W																																			Texture too coarse?
508			71	6	23	W																																			Texture too coarse?
509			70	11	19	W																																			Texture too coarse?
510			65	17	18	W																																			Texture too coarse?
511			68	12	20	W																																			Texture too coarse?
512			69	7	24	W																																			Texture too coarse?
513			68	12	20	W																																			Texture too coarse?
652			3.94	49.95	46.11																																				
653			2.44	34.67	62.89
654			3.32	58.99	37.69
655			52.72	32.5	14.78
656			9.55	65.07	25.38
657			29.55	33.26	37.19
658			13.1	47.6	39.3
659			5.68	38.98	55.34
660			1.54	29.33	69.13
661			6.68	71.2	22.12
662			10.67	63.48	25.85
663			10.85	41.54	47.6
664			0.56	37.97	61.47
665			0.24	34.46	65.3
666			6.72	24.38	68.45
667			9.22	41.93	48.86
668			8.5	31.72	59.78
669			5.44	41.62	52.94
670			3.83	45.99	50.18
671			19.46	43.81	36.73
672			1.42	50.78	47.8
673			26.71	19.53	53.75
674			10.49	24.51	65
675			4.47	31.53	64
676			1.57	44.2	54.23
677			2.36	48.6	49.04
678			5.69	53.12	41.2
679			21.78	50.02	28.2
680			2.62	60.75	36.63
681			2.14	40.93	56.93
682			0.35	31.33	68.33
683			0.22	36.49	63.29
684			6.83	36.93	56.23
685			1.02	26.16	72.82
686			3.83	30.23	65.94
687			6.27	17.1	76.63
688			1.22	37.15	61.63
689			0.25	18.97	80.78
690			6.27	23.22	70.52
691			3.06	37.91	59.03
692			1.02	30.38	68.6
693			6.27	29.51	64.22
694			70.46	7.18	22.36
695			9.17	33.04	57.79
696			0.22	41.88	57.89
697			4.37	30.2	65.43
698			14.36	48.35	37.29
699			6.69	41.93	51.38
700			62.18	20.68	17.13
701			90.61	7.18	2.21
702			2.62	30.69	66.68
703			30.63	28.3	41.08
704			12.71	26.28	61.01
705			24.16	29.08	46.76
706			33.51	54.47	12.01
707			23.82	30.17	46.01
708			51.47	33.78	14.75
709			5.74	44.98	49.28
710			0.83	30.1	69.07
711			4.46	40.86	54.68
712			5.45	40.23	54.32
713			6.13	40.43	53.45
714			3.54	33.48	62.99
715			29.97	32.91	37.13
716			11.88	32.05	56.06
717			2.96	36.92	60.11
718			13.76	52.67	33.57
719			70.94	23.01	6.05
720			3.67	42.12	54.21
721			1.57	39.05	59.39
722			7.35	44.99	47.66
723			24.19	45.97	29.84
724			0.56	30.05	69.39
725			9.38	37.55	53.07
726			6.45	30.01	63.54
727			23.81	41.44	34.75
728			31.69	39.5	28.81
729			51.18	45.52	3.3
730			41.94	46.94	11.11
731			10.32	50.73	38.95
732			13.8	45.6	40.6
733			1.11	26.69	69.2
734			2.27	40.33	57.4
735			87.38	9.76	2.86
736			63.66	22.75	13.59
737			90.38	8.98	0.64
738			35.38	40.68	23.94
739			41.88	42.71	15.4
740			30.66	45.1	24.23
741			5.78	51.41	42.81
742			66.21	23.19	10.61
743			78.34	16.53	5.13
744			33.95	42.97	23.08
745			45.42	36.93	17.66
746			27.86	38.83	33.31
747			10.8	71.31	17.88
748			17.52	71.31	11.17
749			17.59	64.2	18.21
750			60.26	23.72	16.03
751			55.45	22.62	21.94
752			2.37	45.77	51.86
753			30.64	36.75	32.61
754			1.16	39.18	59.66
755			1.42	50.11	48.47
756			1.17	42.41	56.42
757			18.77	69.06	12.17
758			3.47	53.71	42.82
759			1.29	32.21	66.51
760			1.57	69.9	28.53
761			3.02	57.47	39.51
762			1.23	40.82	57.96
763			3.76	38.96	57.28
764			19.23	57.58	23.19
765			7.25	46.08	46.68																																				
766			6.65	63.4	29.95																																				
767			0.45	60.44	39.11																																				
768			4.06	48.14	47.8																																				
769			2.1	38.74	59.15																																				
770			0.94	37.48	61.58																																				
771			42.02	49.49	8.49																																				
772			0.3	61.27	38.43																																				
828			88.8	9.2	3																																				
829			1.3	86.3	12.4																																				
830			68.9	27.3	3.8																																				
831			42.8	49.1	8.1																																				
832			72.5	16.9	10.6																																				
833			41.7	50.4	7.9																																				
834			40.3	39.2	20.5																																				
835																																									missing data due to loss of samples
836																																									missing data due to loss of samples
837																																									missing data due to loss of samples
838			3	87	10	W		5.6																																	
839			5	86	9	W		5.7																																	
840			2	87	11	W		5.7																																	
841			4	78	18	W		6.2																																	
842			3	87	10	W		5.7																																	
843			9	72	19	W		5.4																																	
844			14	73	13	W		5.3																																	
845			6	76	18	W		5.7																																	
846			9	86	5	W		4.8																																	
847			1	86	13	W		5.7																																	
848			13	80	7	W		4.9																																	
849			0	26	74	W		9.5																																	
850			2	70	28	W		6.4																																	
853			67	24	9	W		3.6																																	
854			4	68	28	W		6.2
855			1	79	20	W		5.6
856			6	86	8	W		5.5
860			10	81	9	W		4.8
864			15	78	7	W		4.8
865			2	56	42	W		7.2
867			1	59	40	W		8.3
869			0	54	46	W		7.8
871			8	78	14	W		5
872			1	64	35	W		7.2
873			84	12	4	W		2
877			38	54	8	W		4.7
880			7	82	11	W		4.8
883			2	78	20	W		5.5
884			0	40	60	W		8.9
885			1	82	17	W		5.4
886			10	77	13	W		4.9
887			0	46	52	W		8.2
888			4	40	56	W		8.5
890			17	76	7	W		4.7
891			0	43	57	W		8.4
892			11	82	7	W		4.6
894			75	18	7	W		4.6
895			40	48	12	W		4.2
896			68	26	6	W		3.5
897			88	8	4	W		3
1647			5.64	16.94	77.06			
1648			91.6	5.3	3.1			
1649			20	50	30			
1650			13.84	19.78	65.42			
1651			7.8	28.76	63.44			
1652			86.84	6.8	6.36			
1653			18.12	25.83	56.05																																				
1654			41.12	16.32	42.56																																				
1655			43.08	10.21	46.63																																				
1656			47.6	7.83	44.57																																				
1657			66.44	5.48	28																																				
1658			85.6	7.6	6.8																																				
1659			85.68	7.4	5.78																																				
1660			3.48	35.13	61.39																																				
1661			41.52	41.52	41.52	W																																			"sand, silt, and clay all the same (41.52)"
1662			1	24.76	74.24																																				
1663			1.16	32.71	66.13																																				
1664			1.28	51.34	47.38																																				
1665			3.04	28.62	68.34																																				
1666			54.12	7.27	38.61																																				
1667			20	50	30																																				
1668			4.52	28.38	67.1																																				
1669			42.32	27.68	30
1670			0.56	25.82	73.62
1671			1.88	20.65	77.47
1672			1.88	30.23	67.89
1673			3.8	19.06	77.14
1674			1.04	20	78.96
1675			0.28	20.25	79.47
1676			1.32	31.58	67.1
1677			0.24	27.78	71.98
1678			1.16	22.49	76.35
1679			31.2	11.4	57.4
1680			13.52	14.7	71.78
1681			0.88	19.94	79.18
1682			5	20.13	74.75
1683			0.96	19.73	79.31
1684			4.58	27.79	67.63
1685			4.88	28.91	66.21
1686			4.08	23.66	72.26
1687			15.6	33.75	50.65
1688			3.24	41.38	55.38
1689			38.16	16.55	45.29
1690			44.04	15.98	39.98
1691			22.04	17.83	60.13
1692			8.68	61.32	30
1693			37.16	36.28	26.56
1694			48.16	19.27	32.57
1695			57.44	4.56	38
1696			45.48	26.52	28
1697			28.88	42.96	28
1698			15.64	41.69	42.67
1699			4.04	48.66	47.3
1700			1.36	48.54	50.1
1701			2.48	45.51	52.01																																				
1702			1.92	45.41	52.67																																				
1703			1.36	51.49	47.15																																				
1704			44.4	23.6	32																																				
1705			23.97	43.76	32.27																																				
1706			29.92	45.43	24.49																																				
1707																																									"sand, silt, and clay = ***"
1708																																									"sand, silt, and clay = ***"
1709																																									"sand, silt, and clay = ***"
1710																																									"sand, silt, and clay = ***"
1711																																									"sand, silt, and clay = ***"
1712			5.28	38.67	56.05																																				
1713			80.92	9.07	10.01																																				
1714			27.44	29.29	43.27																																				
1715			63.32	8.1	28.58																																				
1716			4.4	20.36	75.24																																				
1717			21.76	13.9	64.34
1718			3.32	35.82	60.86
1719			28.2	23.1	48.7
1720			22.88	29.81	47.31
1721			5.64	4.69	89.67
1722			6.24	12.74	81.02
1723			1.8	35.17	63.03
1724			11	27.5	61.5
1725			49.28	18.72	32
1726			3.92	14.4	81.68
1727			11.36	35.28	53.36
1728			5.48	39.83	54.69
1729			3.04	24.69	72.27
1730			3.88	38.45	57.67
1731			4.68	37.85	57.47
1732			0.92	25.26	73.82
1733			5.44	31.61	62.95
1734			7.96	38.69	53.35
1735			2.48	45.39	52.13
1736			11.08	43.21	45.71
1737			9.12	58.88	32
1738			15.08	40.92	44
1739			9.84	21.99	68.17
1740			12.92	47.08	40
1741			2.76	31.84	65.4
1742			2.58	30.86	66.71
1743			11.96	37.4	50.64
1744			11.08	39.66	49.26
1745			42.56	29.44	28
1746			33.08	45.92	32
1747			27.84	39.59	32.57
1748			39	29	32
1749			40.28	35.72	24																																			
1750			75.92	6.08	18																																			
1751			41.88	32.12	26																																			
1752			15.96	50.89	33.15																																			
1753			8.75	39.95	51.29																																			
1754			17.72	40.95	41.33																																			
1755			17.36	45.46	37.18																																			
1756			27.44	36.56	36																																			
1757			30.08	39.92	30																																			
1758			34.96	37.04	28																																			
1759			42.16	33.3	24.54																																			
1760			51.84	23.61	24.55																																			
1761			10.04	33.2	56.76																																			
1820		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO
1821		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	15																																					see METHOD_CO
1822		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1823		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1824		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	55																																					see METHOD_CO
1825		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	82																																					see METHOD_CO
1826		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	20																																					see METHOD_CO
1827		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1828		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO
1829		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO
1830		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	70																																					see METHOD_CO
1831		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	10																																					see METHOD_CO
1832		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO
1833		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	20																																					see METHOD_CO
1834		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	10																																					see METHOD_CO
1835		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	4																																					see METHOD_CO
1836		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	15																																					see METHOD_CO
1837		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1838		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	70																																					see METHOD_CO
1839		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	10																																					see METHOD_CO
1840		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	20																																					see METHOD_CO
1841		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1842		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1843		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1844		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1845		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1846		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO
1847		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	20																																					see METHOD_CO
1848		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	50																																					see METHOD_CO
1849		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	50																																					see METHOD_CO
1850		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	60																																					see METHOD_CO
1851		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	70																																					see METHOD_CO
1852		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	75																																					see METHOD_CO
1853		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO
1854		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	1																																					see METHOD_CO
1855		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	1																																					see METHOD_CO		
1856		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	2																																					see METHOD_CO		
1857		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	10																																					see METHOD_CO		
1858																																										
1860		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO		
1861		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	8																																					see METHOD_CO		
1862		SAND_PCT was interpreted (estimated) by F. Manheim from lithologic descriptions written by P. Connor	5																																					see METHOD_CO		
2200			10																																							estimated sand% from Dunbar's data
2201			10																																							estimated sand% from Dunbar's data
2202			60																																							estimated sand% from Dunbar's data
2203			80																																							estimated sand% from Dunbar's data
2204			50																																							estimated sand% from Dunbar's data
2205			60																																							estimated sand% from Dunbar's data
2206			50																																							estimated sand% from Dunbar's data
2207			50																																							estimated sand% from Dunbar's data
2208			50																																							estimated sand% from Dunbar's data
2300	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	35				65	2.2		1.899999976	2.599999905	0.400000006		
2301	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.6				86.4	4.5		3.799999952	6.099999905	1.100000024		0.4
2302	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	2.6				97.4	3.9		3.700000048	5.599999905	1		0.7
2303	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.6				95.4	3.9		3.700000048	5.5	0.899999976		0.7
2304	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.5				93.5	4		3.700000048	6	1.100000024		0.9
2305	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.3				96.7	4.5		3.799999952	6.400000095	1.299999952		0.6
2306	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.6				96.4	3.8		3.700000048	4.400000095	0.400000006		0.2
2307	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.7				96.3	5.4		3.900000095	7.300000191	1.700000048		0.2
2308	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.9				98.1	3.9		3.700000048	5.699999809	1		0.8
2309	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.1				94.9	3.8		3.599999905	3.900000095	0.100000001		0
2310	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4				96	3.8		3.700000048	4.5	0.400000006		0.2
2311	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.6				93.4	3.8		3.599999905	3.900000095	0.100000001		0
2312	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.9				96.1	3.8		3.700000048	4	0.200000003		0
2313	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	26.4				73.6	1.3		0.600000024	2.299999952	0.899999976		0.1
2314	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.6				93.4	4.5		3.799999952	6.599999905	1.399999976		0.7
2315	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.8				94.2	5.1		3.900000095	7.300000191	1.700000048		0.5
2316	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.4				95.6	4.3		3.799999952	6.599999905	1.399999976		0.9
2317	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.4				92.6	3.9		3.700000048	4.900000095	0.600000024		0.4
2318	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	59.2				40.8	1.8		1.399999976	2.299999952	0.400000006		
2319	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	21.6				78.4	2.6		1.899999976	3.400000095	0.800000012		
2320	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	19.7				80.3	4.9		3.799999952	6.900000095	1.600000024		0.5
2321	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	38.5				61.5	5.5		3.900000095	7.5	1.799999952		0.3
2322	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.6				81.4	4.1		3.799999952	5.5	0.899999976		0.5
2323	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	19.4				80.6	5.6		3.900000095	7.800000191	2		0.2
2324	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	41.7				58.3	2.3		2	2.599999905	0.300000012		
2325	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.3				94.7	3.8		3.700000048	4.300000191	0.300000012		0.1
2326	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	14.5				85.5	4.9		3.799999952	7.099999905	1.600000024		0.5
2327	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.8				91.2	3.9		3.700000048	5.5	0.899999976		0.7
2328	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.8				95.2	3.9		3.700000048	5.199999809	0.800000012		0.5
2329	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	15.8				84.2	4		3.799999952	6	1.100000024		0.8
2330	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16.6				83.4	3.9		3.700000048	5.099999905	0.699999988		0.5
2331	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	14.6				85.4	4		3.700000048	5.699999809	1		0.7
2332	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.6				69.4	3.9		3.299999952	6.300000191	1.5		0.9
2333	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	32				68	0.5		0.200000003	1.799999952	0.800000012		0.6
2334	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	28.2				71.8	1.7		0.300000012	3.299999952	1.5		0.1
2335	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	23.3				76.6	2.5		2.099999905	2.900000095	0.400000006		
2336	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.7				91.3							
2337	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.9				89.1	4		3.700000048	5.800000191	1		0.8
2338	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11.5				88.5	4.4		3.799999952	6.099999905	1.200000048		0.6
2339	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.9				92.1	4.5		3.799999952	6.5	1.299999952		0.6
2340	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	2.5				97.5	4.1		3.799999952	6	1.100000024		0.8
2341	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9.5				90.5	3.9		3.700000048	5.099999905	0.699999988		0.5
2342	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	12.7				87.3	3.9		3.700000048	4.599999905	0.5		0.3
2343	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11.6				88.4	4.6		3.799999952	6.699999809	1.399999976		0.6
2344	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	21.1				78.9	3.1		2.299999952	3.599999905	0.600000024		
2345	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	15				85	4		3.700000048	5.699999809	1		0.7
2346	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.5				96.5	3.9		3.700000048	5.5	0.899999976		0.7
2347	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.2				98.8	3.8		3.700000048	4	0.200000003		0
2348	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16.1				83.9	4.7		3.799999952	6.599999905	1.399999976		0.5
2349	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.7				86.3	4.1		3.799999952	6	1.100000024		0.8
2350	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.5				94.5	3.8		3.599999905	3.900000095	0.100000001		
2351	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	22.4				77.6	3.7		3.5	4	0.200000003		0
2352	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	2.2				97.8	3.9		3.700000048	5.599999905	0.899999976		0.7
2353	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.3				86.7	3.8		3.700000048	4	0.200000003		
2354	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	20.5				79.5	3.9		3.700000048	5.599999905	1		0.7
2355	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.8				98.2	5.4		3.900000095	7.900000095	2		0.5
2356	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	17.4				82.6	4.6		3.799999952	6.5	1.299999952		0.5
2357	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.9				81.1	4.1		3.799999952	6.300000191	1.299999952		0.9
2358	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16.1				83.9	4.7		3.900000095	5.800000191	1		0.1
2359	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.1				89.9	3.9		3.700000048	5	0.699999988		0.5
2360	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11.7				88.3	4.3		3.799999952	5.800000191	1		0.5
2361	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6				94	4.6		3.799999952	6.099999905	1.200000048		0.4
2362	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11				89	3.9		3.700000048	5.099999905	0.699999988		0.5
2363	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	45.8				54.2	2.5		1.399999976	3.400000095	1		-0.1
2364	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	36.6				63.4	2.6		2.200000048	2.799999952	0.300000012		
2365	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	34.9				65.1	2.4		2.099999905	2.700000048	0.300000012		
2366	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	20.6				79.4	3.6		3.099999905	3.900000095	0.400000006		-0.1
2367	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.1				81.9	3.9		3.700000048	4.800000191	0.600000024		0.4
2368	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	36.9				63.1	1.9		1.200000048	2.599999905	0.699999988		
2369	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9.4				90.6	3.9		3.700000048	5.800000191	1		0.8
2370	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.8				81.2	3.9		3.700000048	5.699999809	1		0.8
2371	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.8				95.2	4.4		3.799999952	6.300000191	1.200000048		0.6
2372	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.3				95.7	4.4		3.799999952	6.300000191	1.200000048		0.6
2373	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.1				89.9	3.9		3.700000048	5.599999905	0.899999976		0.7
2374	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9.8				90.2	3.9		3.700000048	4.900000095	0.600000024		0.4
2375	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9				91	3.9		3.700000048	5.199999809	0.800000012		0.6
2376	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.3				75.7	3.7		3.299999952	3.900000095	0.300000012		
2377	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	90.3				10	1.6		1.200000048	1.899999976	0.300000012		
2378	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.2				89.8	3.9		3.700000048	5.199999809	0.800000012		0.6
2379	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	40.1				59.9	2.8		1.100000024	3.799999952	1.399999976		-0.3
2380	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	31.9				68.1	1.9		1.100000024	2.799999952	0.800000012
2381	2 types of samples analyzed: A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was analyzed for grain distribution. Also small core samples taken from each of 3 grabs were used for determination of % silt/clay.	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	39.5				60.5	1.3		0.699999988	2.099999905	0.699999988
2382	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.7				93.3					
2383	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	63.2				36.8					
2384	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13				87					
2385	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	80.4				19.6					
2386	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.2				75.8					
2387	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	43.8				56.2					
2388	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	63.1				36.9					
2389	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	95.4				4.6					
2390	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	96.8				3.2					
2391	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	69.8				30.2					
2392	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	84.7				15.3					
2393	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	54.2				45.8					
2394	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	62.7				37.3					
2395	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	43.1				56.9					
2396	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3				97
2397	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	40.4				59.6
2398	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	37.7				62.3
2399	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.2				81.9
2400	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	74.4				25.6
2401	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	28.8				71.2
2402	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10				90
2403	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	2.1				97.9
2404	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	23.7				76.3
2405	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	55.9				44.1
2406	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10				90
2407	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	46.1				53.9
2408	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9.3				90.7
2409	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	49				51
2410	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	19.5				80.5
2411	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	14.9				85.1
2412	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	31.7				68.3
2413	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16.4				83.6
2414	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	65.1				34.9
2415	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	54				46
2416	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	54.5				45.5
2417	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16.9				83.1
2418	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.6				98.4
2419	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	25.4				74.6
2420	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.4				96.6
2421	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.4				98.6
2422	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.7				89.3
2423	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16				84
2424	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	33.6				66.4
2425	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	57.5				42.5
2426	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.2				94.8
2427	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5				95
2428	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.9				81.1
2429	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.3				94.7
2430	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.6				96.4
2431	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.3				95.7
2432	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.2				98.8
2433	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	42.1				57.9
2434	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.3				94.7
2435	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.8				95.2
2436	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	51.6				48.4
2437	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	77.4				22.6
2438	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11.9				88.1
2439	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	38.1				61.9
2440	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	53.8				46.2
2441	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	41				59
2442	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	25				75
2443	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.9				93.1
2444	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.1				69.9
2445	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.9				69.1
2446	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.4				81.6
2447	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	74.7				25.3
2448	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.6				86.4
2449	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16				84
2450	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	45.4				54.6
2451	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	37.8				62.2
2452	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	37.6				62.4
2453	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11.2				88.8
2454	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	56.8				43.2
2455	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	12.3				87.7
2456	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	47.5				52.5
2457	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.7				75.3
2458	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.1				91.9
2459	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.3				93.7
2460	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	0.7				99.3
2461	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.1				91.9
2462	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	80.6				19.4
2463	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	80.2				19.8
2464	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.8				95.2
2465	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	25.3				74.7
2466	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.8				94.2
2467	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	11.6				88.4
2468	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	97.8				2.2
2469	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	29.1				70.9
2470	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	47.2				52.8
2471	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.9				89.1
2472	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	86.3				13.7
2473	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.2				92.8
2474	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.6				89.4
2475	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	15				85
2476	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	10.1				89.9
2477	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	98.2				1.8
2478	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	22.1				77.9
2479	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	55.3				44.7
2480	small core samples taken from each of 3 grabs were used for determination of % silt/clay. (Grain size distribution dropped as parameter).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.7				86.3
2481	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	93.7				6.3
2482	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	96.6				3.4
2483	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	97.7				2.3
2484	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	53.9				46.1
2485	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	27.4				72.6
2486	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	50.7				49.3
2487	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	78.7				21.3
2488	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	27.9				72.1
2489	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	85.8				14.2
2490	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.5				81.5
2491	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	94.7				5.3
2492	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	78.1				21.9
2493	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	46				54
2494	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	20.1				79.9
2495	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.5				95.5
2496	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.2				75.8
2497	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.6				94.4
2498	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.9				95.1
2499	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.6				95.4
2500	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	17				83
2501	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	42.9				57.1
2502	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	58.5				41.5
2503	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	15.2				84.8
2504	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	48.3				51.7
2505	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.5				95.5
2506	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.4				86.6
2507	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	69				31
2508	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	47.5				52.5
2509	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	58.8				41.2
2510	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	51.1				48.9
2511	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.5				75.5
2512	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	53.1				46.9
2513	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	74.2				25.8
2514	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	12.3				87.7
2515	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	37.6				62.4
2516	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	0.4				99.6
2517	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.9				98.1
2518	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.6				91.4
2519	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	86.8				13.2
2520	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	47.9				52.1
2521	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	46.6				53.4
2522	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	69.6				30.4
2523	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	39.7				60.3
2524	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	57.6				42.4
2525	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	29.9				70.1
2526	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.1				93.9
2527	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	12.1				87.9
2528	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	19.3				80.7
2529	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16.2				83.8
2530	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	86.3				13.7
2531	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.4				92.6
2532	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	97				3
2533	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	35				65
2534	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	41.5				58.5
2535	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.5				91.5
2536	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	84				16
2537	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13				87
2538	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	95.8				4.2
2539	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	18.8				81.2
2540	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	34.1				65.9
2541	A subsample of the composited homogenate (top 2-3 cm of sediment taken from collective grabs) was used to determine % silt/clay. (Grain size distribution not analyzed. No small cores collected).	SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7				93
2542		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.9				75.1
2543		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.9				86.1
2544		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	98.7				1.3
2545		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	98.4				1.6
2546		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	49.4				50.6
2547		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	56.2				43.8
2548		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	93.9				6.1
2549		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	92.6				7.4
2550		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	59.6				40.4
2551		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	94.2				5.8
2552		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.2				98.8
2553		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	33.5				66.5
2554		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	32.7				67.3
2555		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	25.5				74.5
2556		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	71.9				28.1
2557		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.9				91.1
2558		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.6				92.4
2559		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	1.5				98.5
2560		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	75.7				24.3
2561		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	84.4				15.6
2562		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	92.1				7.9
2563		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	58.9				41.1
2564		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.8				69.2
2565		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	36.2				63.8
2566		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	66.5				33.5
2567		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	68.1				31.9
2568		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	51.5				48.5
2569		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	59.5				40.5
2570		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	66.3				33.7
2571		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9.7				90.3
2572		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.9				69.1
2573		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	4.1				95.9
2574		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	6.8				93.2
2575		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	3.5				96.5
2576		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	16				84
2577		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	99.5				0.5
2578		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	49.4				50.6
2579		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	28.4				71.6
2580		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	86				14
2581		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	77.8				22.2
2582		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	27.9				72.1
2583		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.7				69.3
2584		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	57.9				42.1
2585		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	23.5				76.5
2586		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	44				56
2587		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	48.3				51.7
2588		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	99.3				0.7
2589		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	51.2				48.8
2590		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.1				92.9
2591		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	7.2				92.8
2592		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	24.8				75.2
2593		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	41.4				58.6
2594		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	39.3				60.7
2595		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	26.6				73.4
2596		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	84.1				15.9
2597		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	85.9				14.1
2598		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13.1				86.9
2599		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	76				24
2600		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	36.9				63.1
2601		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	56.6				43.4
2602		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	2.8				97.2
2603		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	5.9				94.1
2604		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	74.1				25.9
2605		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	58.1				41.9
2606		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	31.3				68.7
2607		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	20.2				79.8
2608		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	32.2				67.8
2609		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9				91
2610		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	31.6				68.4
2611		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	31.9				68.1
2612		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	17.9				82.1
2613		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	96.4				3.6
2614		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	15.1				84.9
2615		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	47.2				52.8
2616		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	13				87
2617		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	93.8				6.2
2618		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	8.1				91.9
2619		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	19.5				80.5
2620		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100					
2621		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	9.7				90.3
2622		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	98.5				1.5
2623		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	30.7				69.3
2624		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	49.6				50.4
2625		SAND_PCT = 100 - FINES_SIL.  The percent sand calculation is: %sand = sand wt/(sand wt + silt-clay wt) * 100	19.6				80.4