A21 - Chrarleston Harbor T1-T3_Sed_Phys_Report_FINAL_042313.xls

XLS spreadsheet 1 MB Posted Aug 17, 2021

Attached to: South Atlantic Regional Harbor Dredging
Solicitation number: W912PM21B0008
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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Written by GovTribe AI · Dec 28, 2023

This solicitation describes a requirements contract for maintenance dredging services at five harbor locations along the southeastern United States coastline. The U.S. Army Corps of Engineers, Wilmington District requires dredging at Brunswick Harbor, Georgia with an estimated quantity of 1,500,000 cubic yards; Savannah Harbor, Georgia with an estimated 600,000 cubic yards; Wilmington Harbor, North Carolina with an estimated 900,000 cubic yards; Morehead City Harbor, North Carolina with an estimated 800,000 cubic yards; and Charleston Harbor, South Carolina with an estimated 1,200,000 cubic yards. Hopper dredges will be used to dredge specified depths and transport dredged materials to designated offshore disposal sites for each location. The solicitation will be issued on or around June 30, 2021 as a firm fixed price contract with a magnitude between $10-25 million under NAICS code 237990. Interested parties must register in the System for Award Management to be eligible for award.

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B1 - Attendance Sheet2.pdf	PDF	Oct 8, 2021
B1 - Attendance Sheet1.pdf	PDF	Oct 8, 2021
B1 - IFB Abstract RHDC_W912PM21B0008 Signed.pdf	PDF	Oct 5, 2021
A21 - AMD 10 - W912PM21B0008-0010.pdf	PDF	Sep 15, 2021
A21 - AMD 10- W912PM21B0008-0010_Conformed Copy.pdf	PDF	Sep 15, 2021
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A21 - AMD 8 - W912PM21B0008-0008.pdf	PDF	Aug 30, 2021
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A21 - AMD 6 - W912PM21B0008-0006 and Technical Summary.pdf	PDF	Aug 19, 2021
A21 - AMD 6 - W912PM21B0008-0006 Conformed Copy (no changes).pdf	PDF	Aug 19, 2021
A21 - AMD 5- W912PM21B0008-0005_RHDC.pdf	PDF	Aug 18, 2021
A21 - AMD 5- W912PM21B0008-0005_Conformed Copy.pdf	PDF	Aug 18, 2021
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A21 - AMD 4- W912PM21B0008-0004_RHDC.pdf	PDF	Aug 13, 2021
A21 - AMD 4- W912PM21B0008-0004_Conformed Copy.pdf	PDF	Aug 13, 2021
A21 - FINAL_0Bto97 Plus 700_SHEP.txt	TXT text file	Aug 9, 2021
A21 - AMD 3- W912PM21B0008-0003_RHDC.pdf	PDF	Aug 9, 2021
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A21 - W912PM21B0008 RHDC Solicitation.pdf	PDF	Jul 19, 2021

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T1 Core Data

	Subsample ID	Date		Northing1
(feet, NAD 83)	Easting1
(feet, NAD 83)	Target Depth
(feet, MLLW)	Metrics Per Core Sample
			Time				Water Depth (feet)	Water Surface Elevation2
(feet, MLLW)	Top of Core Elevation3
(feet, MLLW)	Actual Penetration (feet)	Actual Recovery (feet)	Calcs for Bottom of Core Elevation (feet, MLLW)	Amount lost from bottom of core (feet)	Amount Discarded from Bottom of Core (feet)	Effective Bottom of Core Elevation
(feet, MLLW)	Effective Penetration Length per Core
(feet)	Effective Recovery Length per Core
(feet)	Effective Recovery Length per Core4
(%)	Notes
	CHEC12-1A	11/10/12	8:25	319991.88	2376865.88	-61	47.8	2.84	-45.0	10.5	8.3	-55.5	0.0	0.0	-55.5	10.5	8.3	79	2 core samples totaling 11 gallons. Reached refusal each time.
			9:00			-61	47.8	2.84	-45.0	10.6	8.4	-55.6	0.0	0.0	-55.6	10.6	8.4	80
	CHEC12-1B	11/10/12	9:25	318493.27	2378290.33	-61	48.4	1.54	-46.9	7.3	5.7	-54.1	0.9	0.0	-53.2	6.3	4.8	75	2 core samples totaling 8 gallons. Reached refusal each time.
			9:55			-61	48.4	1.54	-46.9	6.8	5.5	-53.7	0.0	0.0	-53.7	6.8	5.5	81
	CHEC12-1C	11/10/12	10:30	316955.72	2381072.93	-61	50.2	1.0	-49.2	6.1	4.9	-55.3	0.0	0.0	-55.3	6.1	4.9	81	2 core samples totaling 8 gallons. Reached refusal each time.
			10:45			-61	50.2	1.0	-49.2	5.6	4.7	-54.8	0.0	0.0	-54.8	5.6	4.7	84
	CHEC12-1D	11/10/12	11:15	315082.27	2385703.11	-61	55.8	1.1	-54.7	1.8	1.7	-56.6	0.2	0.0	-56.4	1.7	1.5	90	2 core samples totaling 2.5 gallons. Reached refusal each time. 2 to 4 inches lost per sample.
			11:45			-61	55.8	1.1	-54.7	1.8	1.5	-56.6	0.3	0.0	-56.2	1.5	1.2	78
	CHEC12-1E	11/10/12	12:25	312469.94	2390201.77	-61	55.2	2.5	-52.7	1.8	1.1	-54.5	0.4	0.0	-54.1	1.4	0.7	47	2 core samples totaling <1 gallon. Reached refusal each time due to limestone. 2 to 5 inches lost per sample.
			12:35			-61	55.2	2.5	-52.7	1.3	0.7	-54.0	0.2	0.0	-53.8	1.2	0.5	43
	CHEC12-2A	11/4/12	8:38	329887.96	2358726.27	-61	55.3	4.49	-50.8	6.3	6.3	-57.1	0.0	0.0	-57.1	6.3	6.3	100	2 core samples totaling 9.5 gallons. Reached refusal each time due to consolidated clay.
			9:01			-61	55.3	4.49	-50.8	6.7	6.4	-57.4	0.0	0.0	-57.4	6.7	6.4	96
	CHEC12-2B	11/4/12	7:22	326712.44	2363290.36	-61	54.5	2.93	-51.6	7.5	6.4	-59.1	0.0	0.0	-59.1	7.5	6.4	86	2 core samples totaling 10 gallons. Reached refusal each time.
			7:49			-61	54.5	2.93	-51.6	7.4	6.6	-59.0	0.0	0.0	-59.0	7.4	6.6	89
	CHEC12-2C	11/9/12	11:45	324722.31	2368195.98	-61	53.5	3.26	-50.2	4.0	3.7	-54.2	0.0	0.0	-54.2	4.0	3.7	92	2 core samples totaling 5 gallons. Reached refusal each time.
			12:25			-61	53.5	3.26	-50.2	4.1	3.0	-54.3	0.0	0.0	-54.3	4.1	3.0	74
	CHEC12-2D	11/9/12	13:30	322831.96	2370372.24	-61	51.5	5.41	-46.1	8.1	6.4	-54.2	0.0	0.0	-54.2	8.1	6.4	79	2 core samples totaling 9 gallons. Reached refusal each time.
			13:55			-61	51.5	5.41	-46.1	8.2	6.5	-54.3	0.0	0.0	-54.3	8.2	6.5	80
	CHEC12-2E	11/9/12	15:30	321757.99	2373654.18	-61	51.0	6.19	-44.8	9.5	6.8	-54.3	0.0	0.0	-54.3	9.5	6.8	71	2 core samples totaling 9 gallons. Reached refusal each time.
			15:45			-61	51.0	6.19	-44.8	9.6	6.8	-54.4	0.0	0.0	-54.4	9.6	6.8	71
	MTPL12A5	11/11/12	12:30	337920.91	2348687.71	-59	51.8	0.82	-51.0	2.2	2.1	-53.2	0.0	0.0	-53.2	2.2	2.1	96	2 core samples totaling 3 gallons. Reached refusal due to Cooper marl.
			13:15			-59	51.8	0.82	-51.0	1.3	1.2	-52.3	0.0	0.0	-52.3	1.3	1.2	88
	MTPL12B5	11/8/12	8:40	337371.27	2349227.52	-59	53.8	1.7	-52.1	2.5	2.3	-54.6	0.0	0.0	-54.6	2.5	2.3	90	2 core samples totaling 3.5 gallons. Reached refusal each time due to Cooper marl.
			9:20			-59	53.8	1.7	-52.1	2.7	2.5	-54.8	0.0	0.0	-54.8	2.7	2.5	94
	MTPL12C	11/7/12	9:30	334090.94	2353081.29	-61	54.0	3.3	-50.7	3.5	2.8	-54.2	0.0	0.0	-54.2	3.5	2.8	81	2 core samples totaling 5.5 gallons. Reached refusal each time due to Cooper marl. Used soil auger to remove sample from barrel.
			10:30			-61	54.0	3.3	-50.7	3.2	2.4	-53.9	0.0	0.0	-53.9	3.2	2.4	76
	MTPL12D	11/7/12	7:30	332649.59	2353543.21	-61	53.3	2.0	-51.3	3.5	2.6	-54.8	0.0	0.0	-54.8	3.5	2.6	74	2 core samples totaling 5 gallons. Reached refusal each time due to Cooper marl.
			8:35			-61	53.3	2.0	-51.3	3.4	2.5	-54.8	0.0	0.0	-54.8	3.4	2.5	73
	MTPL12E	11/5/12	7:50	331500.33	2354408.09	-61	49.7	2.83	-46.8	7.2	5.5	-54.0	0.0	0.0	-54.0	7.2	5.5	77	2 core samples totaling 7 gallons. Reached refusal each time due to Cooper marl.
			8:05			-61	49.7	2.83	-46.8	7.2	5.3	-54.0	0.0	0.0	-54.0	7.2	5.3	73
		11/12/12	12:45	331505.98	2354406.01	-61	47.8	-0.12	-48.0	6.3	5.0	-54.3	0.0	0.0	-54.3	6.3	5.0	79	2 core samples totaling 7 gallons. Obtained these two additional core samples to achieve adequate volume for analysis. This station was chosen due to a wider channel equating to more dredged material. Reached refusal each time due to Cooper marl.
			13:05			-61	47.8	-0.12	-48.0	6.2	4.9	-54.1	0.0	0.0	-54.1	6.2	4.9	80
	REHR12A	11/3/12	11:26	348378.34	2333682.05	-59	57.1	5.86	-51.2	5.3	4.5	-56.5	0.0	0.0	-56.5	5.3	4.5	86	1 core sample totaling 4 gallons. Reached refusal due to clay.
	REHR12B	11/3/12	10:07	346756.14	2335409.49	-59	55.7	5.53	-50.1	3.2	2.7	-53.3	0.0	0.0	-53.3	3.2	2.7	84	1 core sample totaling 2 gallons. Reached refusal due to clay.
	REHR12C	11/2/12	13:01	344723.68	2338627.80	-59	50.1	4.84	-45.2	11.4	7.3	-56.7	2.0	0.0	-54.7	9.4	5.3	57	1 core sample totaling 6 gallons. Reached refusal due to coarse sand. Bottom 2 feet of coarse sand fell from barrel.
	REHR12D	11/2/12	12:25	343280.66	2342363.36	-59	51.3	5.25	-46.1	13.1	12.4	-59.2	0.3	0.0	-58.9	12.8	12.1	95	1 core sample totaling 8 gallons. Overpenetrated 2 inches but lost bottom 4 inches.
	REHR12E	11/2/12	9:45	341295.19	2344256.67	-59	52.5	5.47	-47.0	12.0	12.0	-59.0	0.0	0.0	-59.0	12.0	12.0	100	1 core sample totaling 8 gallons.
	REHR12F	11/2/12	11:21	339294.55	2347911.08	-59	57.8	5.85	-51.9	7.6	7.4	-59.5	0.0	0.5	-59.0	7.1	6.9	98	1 core sample totaling 5.5 gallons. Overpenetrated 6 inches and discarded 6 inches from bottom. Lost entire sample on first attempt and discarded second attempt due to poor recovery.
	HGIS12A	11/19/12	8:20	357624.51	2333948.39	-59	52.4	3.1	-49.3	5.3	4.2	-54.6	0.0	0.0	-54.6	5.3	4.2	79	2 cores totaling 5 gallons. Reached refusal each time due to Cooper marl.
			8:40			-59	52.4	3.1	-49.3	5.3	4.7	-54.6	0.0	0.0	-54.6	5.3	4.7	89
	HGIS12B	11/19/12	14:00	355560.07	2333058.84	-59	54.5	6.2	-48.3	5.8	4.3	-54.1	0.0	0.0	-54.1	5.8	4.3	73	2 cores totaling 4 gallons. Reached refusal each time due to Cooper marl and clay.
			14:15			-59	54.5	6.2	-48.3	6.3	5.5	-54.6	0.0	0.0	-54.6	6.3	5.5	87
	HGIS12C	11/19/12	14:40	353940.75	2333136.21	-59	54.6	5.4	-49.2	4.9	4.2	-54.1	0.0	0.0	-54.1	4.9	4.2	85	2 cores totaling 5 gallons. Reached refusal each time due to Cooper marl.
			14:55			-59	54.6	5.4	-49.2	5.0	4.8	-54.2	0.0	0.0	-54.2	5.0	4.8	95
	HGIS12D	11/19/12	7:30	352051.27	2332627.06	-59	49.8	2.0	-47.8	6.9	6.4	-54.7	0.0	0.0	-54.7	6.9	6.4	93	2 cores totaling 8 gallons. Reached refusal each time due to Cooper marl. Sampling location is about 35 feet east of target station, towards mid-line of channel.
			7:45			-59	49.8	2.0	-47.8	6.2	5.7	-53.9	0.0	0.0	-53.9	6.2	5.7	92
	HGIS12E	11/19/12	6:55	349387.05	2333186.94	-59	55.7	1.6	-54.1	5.2	5.0	-59.2	0.0	0.3	-59.0	4.9	4.8	97	2 cores totaling 7 gallons. Discarded bottom 3 inches from both core samples to correct for 3 inches of overpenetration.
			7:05			-59	55.7	1.6	-54.1	5.2	5.1	-59.2	0.0	0.3	-59.0	4.9	4.8	98
	DRMY12A	11/19/12	12:05	362402.51	2329094.29	-59	56.5	6.9	-49.6	2.1	1.9	-51.7	0.0	0.0	-51.7	2.1	1.9	92	2 cores totaling 3 gallons. Reached refusal each time due to Cooper marl.
			12:20			-59	56.5	6.9	-49.6	3.1	2.6	-52.7	0.0	0.0	-52.7	3.1	2.6	84
	DRMY12B	11/19/12	11:00	361495.79	2328811.97	-59	56.4	6.4	-50.0	2.1	1.3	-52.1	0.0	0.0	-52.1	2.1	1.3	64	2 cores totaling 2 gallons. Reached refusal each time due to Cooper marl.
			11:25			-59	56.4	6.4	-50.0	2.3	1.8	-52.3	0.0	0.0	-52.3	2.3	1.8	81
	DRMY12C	11/17/12	11:20	360549.20	2330264.89	-59	48.7	7.5	-41.2	10.1	7.3	-51.3	0.0	0.0	-51.3	10.1	7.3	73	2 cores totaling 8 gallons. Penetrated to maximum length of core barrel.
			11:35			-59	48.7	7.5	-41.2	10.0	7.3	-51.2	0.0	0.0	-51.2	10.0	7.3	73
	DRMY12D	11/17/12	9:55	358929.85	2331583.07	-59	40.6	7.4	-33.2	20.0	9.0	-53.2	0.0	0.0	-53.2	20.0	9.0	45	2 cores totaling 15 gallons. Penetrated to maximum length of core barrel. Consistent and low recovery attributable to unconsolidated material.
			10:30			-59	40.6	7.4	-33.2	20.0	12.2	-53.2	0.0	0.0	-53.2	20.0	12.2	61
	DRMY12E	11/19/12	9:30	358555.56	2333242.40	-59	54.1	4.7	-49.4	9.5	6.8	-58.9	0.0	0.0	-58.9	9.5	6.8	72	2 cores totaling 9 gallons. Reached refusal each time due to Cooper marl.
			9:50			-59	54.1	4.7	-49.4	9.5	6.5	-58.9	0.0	0.0	-58.9	9.5	6.5	68
	WLR12A	11/13/12	15:50	363106.39	2338664.22	-59	52.0	2.58	-49.4	3.1	2.6	-52.5	0.0	0.0	-52.5	3.1	2.6	84	3 cores totaling 5 gallons. Reached refusal each time due to Cooper marl.
			16:05			-59	52.0	2.58	-49.4	3.2	2.3	-52.6	0.0	0.0	-52.6	3.2	2.3	74
			16:15			-59	52.0	2.58	-49.4	3.1	2.1	-52.5	0.0	0.0	-52.5	3.1	2.1	68
	WLR12B	11/13/12	14:45	362265.09	2337512.85	-59	48.8	0.74	-48.1	3.8	3.7	-51.9	0.0	0.0	-51.9	3.8	3.7	96	3 cores totaling 7 gallons. Reached refusal each time due to Cooper marl.
			15:05			-59	48.8	0.74	-48.1	3.7	3.3	-51.8	0.0	0.0	-51.8	3.7	3.3	91
			15:20			-59	48.8	0.74	-48.1	3.9	3.3	-52.0	0.0	0.0	-52.0	3.9	3.3	85
	WLR12C	11/13/12	13:15	361012.96	2336613.49	-59	49.6	-0.30	-49.9	2.7	2.5	-52.6	0.0	0.0	-52.6	2.7	2.5	94	3 cores totaling 6 gallons. Reached refusal each time due to Cooper marl.
			13:45			-59	49.6	-0.30	-49.9	2.8	2.8	-52.6	0.0	0.0	-52.6	2.8	2.8	100
			14:15			-59	49.6	-0.30	-49.9	2.7	2.5	-52.6	0.0	0.0	-52.6	2.7	2.5	94
	WLR12D	11/12/12	15:20	360107.10	2335546.80	-59	55.0	3.08	-51.9	5.2	5.0	-57.1	0.7	0.0	-56.4	4.5	4.3	96	3 cores totaling 10 gallons. Reached refusal each time due to clay. Lost 4 to 8 inches from each sample. One additional sample was discarded due to low recovery.
			16:25			-59	55.0	3.08	-51.9	5.2	4.3	-57.1	0.4	0.0	-56.7	4.8	3.9	82
			16:35			-59	55.0	3.08	-51.9	5.9	4.3	-57.8	0.3	0.0	-57.5	5.6	4.0	72
	WLR12E	11/12/12	14:00	358873.74	2334745.32	-59	49.2	1.1	-48.1	7.3	3.5	-55.3	0.0	0.0	-55.3	7.3	3.5	48	3 cores totaling 7 gallons. Reached refusal each time due to Cooper marl.
			14:25			-59	49.2	1.1	-48.1	7.2	3.9	-55.2	0.0	0.0	-55.2	7.2	3.9	55
			14:45			-59	49.2	1.1	-48.1	7.2	3.8	-55.2	0.0	0.0	-55.2	7.2	3.8	53
	WUTB12A	11/8/12	11:50	367618.17	2340526.03	-59	50.3	4.75	-45.5	10.3	5.4	-55.8	0.0	0.0	-55.8	10.3	5.4	52	3 cores totaling 10 gallons. Reached refusal each time. An additional sample was discarded due to low recovery.
			12:15			-59	50.3	4.75	-45.5	10.2	5.6	-55.7	0.0	0.0	-55.7	10.2	5.6	55
			12:35			-59	50.3	4.75	-45.5	10.7	7.0	-56.2	0.0	0.0	-56.2	10.7	7.0	66
	WUTB12B	11/8/12	13:30	366200.79	2339661.26	-59	55.5	5.92	-49.6	3.2	2.0	-52.8	0.0	0.0	-52.8	3.2	2.0	63	3 cores totaling 5 gallons. Reached refusal each time due to Cooper marl.
			13:45			-59	55.5	5.92	-49.6	3.8	2.7	-53.4	0.0	0.0	-53.4	3.8	2.7	70
			14:30			-59	55.5	5.92	-49.6	4.1	2.8	-53.7	0.0	0.0	-53.7	4.1	2.8	67
	WUTB12C	11/11/12	14:45	365892.10	2340217.05	-59	55.8	3.97	-51.9	1.4	0.8	-53.3	0.0	0.0	-53.3	1.4	0.8	58	3 cores totaling 2 gallons. Reached refusal each time due to Cooper marl.
			15:20			-59	55.8	3.97	-51.9	1.4	0.9	-53.3	0.0	0.0	-53.3	1.4	0.9	65
			15:35			-59	55.8	3.97	-51.9	1.2	1.0	-53.0	0.0	0.0	-53.0	1.2	1.0	85
	WUTB12D	11/11/12	16:00	364946.48	2338696.86	-59	53.0	5.33	-47.7	8.3	4.5	-55.9	0.0	0.0	-55.9	8.3	4.5	55	3 cores totaling 9.5 gallons. Reached refusal each time due to Cooper marl. No loss from bottom of core barrel.
			16:35			-59	53.0	5.33	-47.7	8.4	4.6	-56.1	0.0	0.0	-56.1	8.4	4.6	54
			16:50			-59	53.0	5.33	-47.7	8.8	4.6	-56.5	0.0	0.0	-56.5	8.8	4.6	52
	WUTB12E	11/13/12	17:15	363915.70	2339617.95	-59	56.1	4.80	-51.3	2.3	1.8	-53.5	0.0	0.0	-53.5	2.3	1.8	78	3 cores totaling 6 gallons. Reached refusal each time due to Cooper marl.
			17:40			-59	56.1	4.80	-51.3	2.6	2.3	-53.9	0.0	0.0	-53.9	2.6	2.3	87
			17:50			-59	56.1	4.80	-51.3	2.5	2.3	-53.8	0.0	0.0	-53.8	2.5	2.3	93
	DANI12A	10/26/12	17:15	369260.61	2329389.20	-59	57.5	5.6	-51.9	2.5	2.2	-54.4	0.0	0.0	-54.4	2.5	2.2	87	3 core samples totaling 5 gallons. Reached refusal each time due to Cooper marl.
			17:35			-59	57.5	5.6	-51.9	2.3	1.7	-54.2	0.0	0.0	-54.2	2.3	1.7	74
			18:05			-59	57.5	5.6	-51.9	3.0	2.3	-54.9	0.0	0.0	-54.9	3.0	2.3	78
	DANI12B	10/28/12	16:50	368003.32	2328730.39	-59	54.3	3.7	-50.6	5.9	4.3	-56.5	0.0	0.0	-56.5	5.9	4.3	73	3 core samples totaling 9 gallons. Reached refusal each time.
			17:00			-59	54.3	3.7	-50.6	5.8	4.6	-56.4	0.0	0.0	-56.4	5.8	4.6	79
			17:15			-59	54.3	3.7	-50.6	5.9	4.5	-56.5	0.0	0.0	-56.5	5.9	4.5	76
	DANI12C	10/30/12	8:31	366696.69	2329175.36	-59	54.0	6.08	-47.9	11.0	9.1	-58.9	0.0	0.0	-58.9	11.0	9.1	83	3 core samples totaling 13 gallons. No Cooper marl obs. Core #3 overpenetrated 1" and discarded same. Discarded material was gravelly clay with sand.
			8:59			-59	54.0	6.08	-47.9	11.0	8.9	-58.9	0.0	0.0	-58.9	11.0	8.9	81
			9:18			-59	54.0	6.08	-47.9	11.2	9.2	-59.1	0.0	0.1	-59.0	11.1	9.1	82
	DANI12D	10/30/12	10:08	365114.17	2328604.84	-59	53.5	6.3	-47.2	7.1	5.3	-54.3	0.0	0.0	-54.3	7.1	5.3	75	3 core samples totaling 11 gallons. Reached refusal each time.
			10:28			-59	53.5	6.3	-47.2	6.4	5.2	-53.6	0.0	0.0	-53.6	6.4	5.2	81
			10:45			-59	53.5	6.3	-47.2	6.8	5.2	-54.0	0.0	0.0	-54.0	6.8	5.2	77
	DANI12E	10/31/12	7:55	362955.75	2329025.36	-59	55.1	5.09	-50.0	1.3	1.0	-51.2	0.0	0.0	-51.2	1.3	1.0	80	3 core samples totaling 4.5 gallons. Reached refusal each time due to clay or Cooper marl. Discarded additional core sample due to unsatisfactory penetration.
			8:19			-59	55.1	5.09	-50.0	1.8	1.7	-51.8	0.0	0.0	-51.8	1.8	1.7	91
			8:39			-59	55.1	5.09	-50.0	2.1	2.0	-52.1	0.0	0.0	-52.1	2.1	2.0	96
	CCRK12A	10/25/12	13:25	374076.28	2323222.01	-55	41.3	2.1	-39.2	8.8	6.7	-47.9	0.0	0.0	-47.9	8.8	6.7	76	2 core samples totaling 9 gallons. Reached refusal each time.
			13:40			-55	41.3	2.1	-39.2	8.8	6.7	-47.9	0.0	0.0	-47.9	8.8	6.7	76
	CCRK12B	10/25/12	12:05	373289.94	2324859.05	-55	48.5	0.9	-47.6	3.8	3.0	-51.4	0.0	0.0	-51.4	3.8	3.0	78	2 core samples totaling 4 gallons. Reached refusal each time.
			12:25			-55	48.5	0.9	-47.6	3.8	2.8	-51.4	0.0	0.0	-51.4	3.8	2.8	74
	CCRK12C	10/24/12	17:05	372542.39	2325288.42	-55	50.1	5.6	-44.5	7.7	4.9	-52.2	0.0	0.0	-52.2	7.7	4.9	64	2 core samples totaling 8 gallons. Reached refusal each time.

1 additional sample discarded due to excessive loss of material.

		17:20			-55	50.1	5.6	-44.5	7.3	6.1	-51.7	0.0	0.0	-51.7	7.3	6.1	84
CCRK12D	10/24/12	14:20	370945.18	2327915.69	-55	53.1	4.2	-48.9	5.6	3.3	-54.5	0.0	0.0	-54.5	5.6	3.3	60	2 core samples totaling 5 gallons.
		14:30			-55	53.1	4.2	-48.9	5.7	3.6	-54.6	0.0	0.0	-54.6	5.7	3.6	63
CCRK12E	10/24/12	15:50	369709.62	2329378.20	-55	55.7	5.3	-50.4	3.8	3.2	-54.2	0.0	0.0	-54.2	3.8	3.2	83	2 core samples totaling 5 gallons.
		16:00			-55	55.7	5.3	-50.4	3.6	3.3	-54.0	0.0	0.0	-54.0	3.6	3.3	91
NYNC12A	10/22/12	13:40	383819.62	2317577.50	-55	51.7	5.6	-46.1	7.0	5.1	-53.1	0.0	0.0	-53.1	7.0	5.1	73	3 core samples totaling 8 gallons. Reached refusal each time due to Cooper marl.
		13:50			-55	51.7	5.6	-46.1	7.0	4.8	-53.1	0.0	0.0	-53.1	7.0	4.8	68
		14:05			-55	51.7	5.6	-46.1	7.0	4.7	-53.1	0.0	0.0	-53.1	7.0	4.7	67
NYNC12B	10/23/12	10:30	382467.50	2317049.05	-55	48.3	1.1	-47.2	7.5	5.7	-54.7	0.0	0.0	-54.7	7.5	5.7	76	3 core samples totaling 9 gallons. Reached refusal each time. Zero recovery from first two sampling attempts.
		11:25			-55	48.3	1.1	-47.2	7.4	5.6	-54.7	0.0	0.0	-54.7	7.4	5.6	75
		11:50			-55	48.3	1.1	-47.2	7.1	5.3	-54.3	0.0	0.0	-54.3	7.1	5.3	74
NYNC12C	10/23/12	13:00	378960.57	2317794.44	-55	48.8	3.9	-44.9	9.6	6.4	-54.4	0.0	0.0	-54.4	9.6	6.4	67	3 core samples totaling 10 gallons. Reached refusal each time.
		13:20			-55	48.8	3.9	-44.9	9.5	5.8	-54.4	0.0	0.0	-54.4	9.5	5.8	61
		13:55			-55	48.8	3.9	-44.9	9.4	5.8	-54.3	0.0	0.0	-54.3	9.4	5.8	62
NYNC12D	10/23/12	15:30	376924.41	2319471.78	-55	52.8	5.7	-47.1	3.8	2.5	-50.9	0.0	0.0	-50.9	3.8	2.5	65	3 core samples totaling 5 gallons. Reached refusal each time due to clay.
		16:10			-55	52.8	5.7	-47.1	3.8	2.6	-50.9	0.0	0.0	-50.9	3.8	2.6	67
		16:25			-55	52.8	5.7	-47.1	3.9	2.8	-51.0	0.0	0.0	-51.0	3.9	2.8	70
NYNC12E	10/23/12	17:15	374485.18	2320955.30	-55	53.6	5.3	-48.3	2.3	1.9	-50.6	0.0	0.0	-50.6	2.3	1.9	82	3 core samples collected. Reached refusal each time due to Cooper marl.
		17:30			-55	53.6	5.3	-48.3	2.3	2.3	-50.6	0.0	0.0	-50.6	2.3	2.3	97
		17:45			-55	53.6	5.3	-48.3	2.3	1.8	-50.6	0.0	0.0	-50.6	2.3	1.8	79
PTFC12A	10/21/12	11:45	392246.52	2321259.90	-55	47.4	5.0	-42.4	12.0	9.2	-54.4	0.0	0.0	-54.4	12.0	9.2	76	2 core samples totaling 9 gallons. Reached refusal each time. Discarded two additional core samples due to poor recovery.
		12:55			-55	47.4	5.0	-42.4	12.0	7.9	-54.4	0.0	0.0	-54.4	12.0	7.9	66
PTFC12B	10/22/12	9:45	389959.85	2319756.65	-55	47.7	1.4	-46.3	4.5	3.8	-50.8	0.0	0.0	-50.8	4.5	3.8	83	2 core samples totaling 5 gallons. Reached refusal each time due to Cooper marl.
		10:10			-55	47.7	1.4	-46.3	4.5	3.7	-50.8	0.0	0.0	-50.8	4.5	3.7	82
PTFC12C	10/22/12	10:50	388885.29	2318342.70	-55	46.8	2.7	-44.1	6.4	4.4	-50.5	0.0	0.0	-50.5	6.4	4.4	69	2 core samples totaling 5 gallons. Reached refusal each time due to Cooper marl.
		11:00			-55	46.8	2.7	-44.1	6.4	4.9	-50.5	0.0	0.0	-50.5	6.4	4.9	77
PTFC12D	10/22/12	11:15	386294.19	2317661.87	-55	50.4	2.9	-47.5	5.0	4.1	-52.5	0.0	0.0	-52.5	5.0	4.1	82	2 core samples totaling 6 gallons. Reached refusal each time due to Cooper marl.
		11:25			-55	50.4	2.9	-47.5	5.0	3.8	-52.5	0.0	0.0	-52.5	5.0	3.8	77
PTFC12E	10/22/12	12:05	384168.33	2317587.44	-55	52.0	4.1	-47.9	5.3	3.8	-53.2	0.0	0.0	-53.2	5.3	3.8	72	2 core samples totaling 5 gallons. Reached refusal each time due to Cooper marl.
		12:20			-55	52.0	4.1	-47.9	6.0	4.3	-53.9	0.0	0.0	-53.9	6.0	4.3	71
ORDT12A	10/20/12	9:45	392383.67	2322424.30	-55	46.8	3.8	-43.0	10.2	6.5	-53.1	0.0	0.0	-53.1	10.2	6.5	64	2 core samples totaling 8 gallons. Reached refusal each time.
		11:40			-55	46.8	3.8	-43.0	9.7	6.0	-52.6	0.0	0.0	-52.6	9.7	6.0	62
ORDT12B	10/20/12	13:25	391459.51	2322575.92	-55	34.8	6.2	-28.6	8.5	7.0	-37.1	0.0	0.0	-37.1	8.5	7.0	82	2 core samples totaling 10 gallons. Reached refusal each time.
		13:50			-55	34.8	6.2	-28.6	8.5	6.5	-37.1	0.0	0.0	-37.1	8.5	6.5	76
ORDT12C	10/20/12	14:45	391354.83	2321555.52	-55	42.8	5.2	-37.6	17.0	11.5	-54.6	0.0	0.0	-54.6	17.0	11.5	68	2 core samples totaling 13 gallons. Reached refusal each time. One additional sample discarded.
		15:20			-55	42.8	5.2	-37.6	17.0	11.0	-54.6	0.0	0.0	-54.6	17.0	11.0	65
ORDT12D	10/21/12	8:10	390933.13	2321512.96	-55	28.1	0.8	-27.3	20.0	16.2	-47.3	0.0	0.0	-47.3	20.0	16.2	81	2 core samples totaling 20 gallons. Reached refusal each time due to clay.
		8:40			-55	28.1	0.8	-27.3	20.0	15.8	-47.3	0.0	0.0	-47.3	20.0	15.8	79
ORDT12E	10/21/12	9:45	390501.28	2320523.34	-55	24.7	2.6	-22.1	20.0	18.4	-42.1	0.0	0.0	-42.1	20.0	18.4	92	2 core samples totaling 24 gallons. Reached or approached refusal each time due to clay. Not possible to reach project depth due to water depth and sediment type.
		10:20			-55	24.7	2.6	-22.1	20.0	16.7	-42.1	0.0	0.0	-42.1	20.0	16.7	83
BENW12A	11/16/12	9:15	346781.49	2334292.12	-59	55.5	7.6	-47.9	2.0	1.8	-49.9	0.0	0.0	-49.9	2.0	1.8	88	3 core samples totaling 7 gallons. Reached refusal each time due to Cooper marl.
		9:45			-59	55.5	7.6	-47.9	3.3	3.2	-51.2	0.0	0.0	-51.2	3.3	3.2	98
		10:30			-59	55.5	7.6	-47.9	3.8	3.5	-51.7	0.0	0.0	-51.7	3.8	3.5	91
BENW12B	11/14/12	15:20	345536.54	2336864.49	-59	48.1	0.8	-47.3	2.1	2.1	-49.4	0.0	0.0	-49.4	2.1	2.1	100	2 core samples totaling 4 gallons. Reached refusal each time due to Cooper marl.
		15:45			-59	48.1	0.8	-47.3	2.1	2.1	-49.4	0.0	0.0	-49.4	2.1	2.1	100
BENW12C	11/14/12	10:15	346063.64	2337275.95	-59	51.2	6.2	-45.0	3.8	3.5	-48.8	0.0	0.0	-48.8	3.8	3.5	91	1 core sample totaling 3.5 gallons. Reached refusal due to Cooper marl.
BENW12D	11/14/12	9:30	345131.59	2339164.84	-59	55.2	6.9	-48.3	12.3	9.1	-60.6	1.5	0.0	-59.1	10.8	7.6	70	1 core sample totaling 6 gallons. Overpenetrated 1.6 feet and lost 1.5 feet of sample.
BENW12E	11/14/12	8:00	343936.55	2340043.05	-59	54.0	7.8	-46.2	10.1	6.3	-56.3	0.0	0.0	-56.3	10.1	6.3	62	1 core sample totaling 4.5 gallons. Reached refusal.
BENW12F	11/14/12	9:05	343387.60	2342367.85	-59	49.1	7.4	-41.7	10.3	8.6	-52.0	0.0	0.0	-52.0	10.3	8.6	84	1 core sample totaling 5.5 gallons. Reached refusal.
HGIW12A	11/17/12	12:10	356365.11	2333835.38	-59	53.5	7.2	-46.3	12.2	10.8	-58.5	0.0	0.0	-58.5	12.2	10.8	89	1 core sample totaling 6 gallons. Reached refusal.
HGIW12B	11/17/12	12:30	355184.40	2333666.79	-59	44.8	6.7	-38.1	12.5	11.4	-50.6	0.0	0.0	-50.6	12.5	11.4	91	1 core sample totaling 7 gallons. Reached refusal due to clay.
HGIW12C	11/16/12	11:55	353888.81	2333425.80	-59	41.7	5.9	-35.8	11.3	9.5	-47.0	0.0	0.0	-47.0	11.3	9.5	84	1 core sample totaling 8 gallons. Reached refusal.
HGIW12D	11/16/12	11:25	352541.92	2333192.52	-59	39.1	6.7	-32.4	11.5	11.3	-43.9	0.0	0.0	-43.9	11.5	11.3	99	1 core sample totaling 8 gallons. Reached refusal due to Cooper marl.
HGIW12E	11/17/12	14:00	349567.42	2332256.75	-59	58.8	6.0	-52.8	6.2	6.0	-59.0	0.0	0.0	-59.0	6.2	6.0	97	1 core sample totaling 4 gallons. Reached project depth.
WRTB12A	11/7/12	12:25	367268.20	2339524.92	-59	35.8	5.6	-30.3	10.8	10.1	-41.1	0.0	0.0	-41.1	10.8	10.1	93	1 core totaling 7.5 gallons. Reached refusal due to Cooper marl.
WRTB12B	11/7/12	13:30	367238.66	2339954.66	-59	32.0	5.8	-26.2	10.2	10.0	-36.4	0.0	0.0	-36.4	10.2	10.0	98	1 core totaling 9 gallons. Reached refusal due to Cooper marl. First two attempts encountered refusal at surface and sample material was discarded. Moved 20 ft from original station to obtain sample.
WRTB12C	11/7/12	14:20	366626.31	2339330.84	-59	38.2	5.8	-32.4	10.4	10.0	-42.8	0.0	0.0	-42.8	10.4	10.0	96	1 core totaling 9 gallons. Reached refusal. No Cooper marl encountered.
WRTB12D	11/7/12	15:15	365603.01	2338583.73	-59	26.5	5.5	-21.0	20.0	16.1	-41.0	0.0	0.0	-41.0	20.0	16.1	80	1 core totaling 12 gallons. Reached maximum length of 20-foot core barrel.
WRTB12E	11/7/12	16:00	364328.61	2338725.46	-59	37.1	5.1	-32.0	8.5	6.4	-40.5	0.0	0.0	-40.5	8.5	6.4	76	1 core totaling 5 gallons. Reached refusal.
DANW12A	10/26/12	13:30	368678.15	2329629.58	-59	21.0	1.8	-19.2	2.8	2.2	-22.0	0.0	0.0	-22.0	2.8	2.2	77	3 core samples totaling 5 gallons. Reached refusal each time. Relocated station 40 ft closer to channel (west) compared to 10/25/12 attempt. Discarded one additional sample due to unsatisfactory recovery.
		13:50			-59	21.0	1.8	-19.2	2.8	2.6	-22.0	0.0	0.0	-22.0	2.8	2.6	91
		14:15			-59	21.0	1.8	-19.2	2.8	2.5	-22.0	0.0	0.0	-22.0	2.8	2.5	91
DANW12B	10/25/12	16:40	367800.14	2329508.98	-59	47.0	5.6	-41.4	7.8	5.2	-49.2	0.0	0.0	-49.2	7.8	5.2	66	3 core samples totaling 18 gallons. Reached refusal each time. Station on steep slope. Bottom depth changes rapidy, making depth measurements difficult.
		17:10			-59	47.0	5.6	-41.4	8.1	7.8	-49.5	0.0	0.0	-49.5	8.1	7.8	96
		17:30			-59	47.0	5.6	-41.4	9.2	8.8	-50.6	0.0	0.0	-50.6	9.2	8.8	96
DANW12C	10/26/12	14:50	367068.89	2329578.08	-59	21.2	3.0	-18.2	9.3	8.6	-27.4	0.0	0.0	-27.4	9.3	8.6	93	3 core samples totaling 18 gallons. Reached refusal each time. Relocated station to -17 ft bottom elevation to sample interval below Station DANW12A and above Station DANW12B.
		15:00			-59	21.2	3.0	-18.2	9.3	8.6	-27.5	0.0	0.0	-27.5	9.3	8.6	92
		15:15			-59	21.2	3.0	-18.2	9.3	8.5	-27.5	0.0	0.0	-27.5	9.3	8.5	91
WLRW12A	11/5/12	13:05	363322.56	2338321.90	-59	49.8	5.7	-44.1	4.0	4.0	-48.1	0.0	0.0	-48.1	4.0	4.0	100	1 core sample collected, totaling 3 gallons. Reached refusal.
WLRW12B	11/5/12	12:30	362572.09	2337608.40	-59	46.8	6.0	-40.8	11.2	9.0	-52.0	0.0	0.0	-52.0	11.2	9.0	81	1 core sample collected, totaling 7 gallons. Reached refusal.
WLRW12C	11/5/12	11:45	361231.65	2336405.53	-59	45.3	5.90	-39.4	13.1	12.5	-52.5	0.0	0.0	-52.5	13.1	12.5	96	1 core sample collected, totaling 8.5 gallons. Reached refusal.
WLRW12D	11/5/12	11:05	360205.80	2335403.03	-59	47.5	5.73	-41.8	10.1	8.3	-51.9	0.0	0.0	-51.9	10.1	8.3	83	1 core sample collected, totaling 5 gallons. Reached refusal.
WLRW12E	11/5/12	10:15	359253.05	2334339.42	-59	49.6	5.20	-44.4	10.7	8.3	-55.1	0.0	0.0	-55.1	10.7	8.3	78	1 core sample collected, totaling 6 gallons. Reached refusal.
NCW12A	11/1/12	7:43	388082.00	2318603.37	-55	51.3	4.41	-46.8	3.2	2.7	-50.0	0.0	0.0	-50.0	3.2	2.7	84	3 core samples totaling 4.5 gallons. Station located west side of red buoy marker 58. Reached refusal each time. Hit refusal at sediment surface during one attempt and sample discarded and re-collected.
		8:15			-55	51.3	4.41	-46.8	3.3	2.6	-50.1	0.0	0.0	-50.1	3.3	2.6	79
		8:24			-55	51.3	4.41	-46.8	3.1	2.4	-49.9	0.0	0.0	-49.9	3.1	2.4	79
NCW12B	11/1/12	10:00	386142.78	2318129.41	-55	48.3	5.65	-42.7	3.3	2.6	-46.0	0.0	0.0	-46.0	3.3	2.6	77	3 core samples totaling 5 gallons. Reached refusal each time.
		10:15			-55	48.3	5.65	-42.7	4.9	3.9	-47.6	0.0	0.0	-47.6	4.9	3.9	80
		10:43			-55	48.3	5.65	-42.7	4.2	2.6	-46.9	0.0	0.0	-46.9	4.2	2.6	62
NCW12C	11/1/12	11:47	384016.56	2317694.03	-55	43.3	5.32	-38.0	8.8	5.1	-46.8	0.0	0.0	-46.8	8.8	5.1	58	3 core samples totaling 12 gallons. Reached refusal each time.
		11:58			-55	43.3	5.32	-38.0	9.3	5.6	-47.3	0.0	0.0	-47.3	9.3	5.6	60
		12:17			-55	43.3	5.32	-38.0	9.5	6.8	-47.5	0.0	0.0	-47.5	9.5	6.8	71
NCW12D	10/31/12	11:49	381927.76	2317636.90	-55	49.5	5.12	-44.4	2.1	1.8	-46.5	0.0	0.0	-46.5	2.1	1.8	88	3 core samples totaling 4.5 gallons. Reached refusal each time.
		12:09			-55	49.5	5.12	-44.4	2.3	2.1	-46.6	0.0	0.0	-46.6	2.3	2.1	92
		12:19			-55	49.5	5.12	-44.4	2.3	2.2	-46.7	0.0	0.0	-46.7	2.3	2.2	93
NCW12E	10/31/12	9:52	379920.94	2318090.86	-55	47.5	6.01	-41.5	2.5	2.0	-44.0	0.0	0.0	-44.0	2.5	2.0	80	3 core samples totaling 6.5 gallons. Reached refusal each time.
		10:18			-55	47.5	6.01	-41.5	2.7	2.5	-44.2	0.0	0.0	-44.2	2.7	2.5	94
		10:46			-55	47.5	6.01	-41.5	3.0	2.9	-44.5	0.0	0.0	-44.5	3.0	2.9	97
ABMA12A	11/3/12	13:03	342716.79	2341625.01	-42	36.6	5.4	-31.2	10.8	10.3	-42.0	0.0	0.0	-42.0	10.8	10.3	95	1 core sample collected, totaling 7 gallons.
ABMA12B	11/3/12	12:22	340816.36	2341685.94	-42	32.6	5.72	-26.9	15.2	13.1	-42.0	0.0	0.0	-42.0	15.2	13.1	86	1 core sample collected, totaling 8 gallons.
ABMA12C	11/3/12	13:40	340928.34	2343095.17	-42	37.1	4.88	-32.2	9.8	8.8	-42.0	0.1	0.0	-42.0	9.8	8.7	89	1 core sample collected, totaling 6 gallons.
ABMA12D	11/4/12	10:10	339944.45	2344444.24	-42	42.0	5.33	-36.7	5.3	4.9	-42.0	0.0	0.0	-42.0	5.3	4.9	92	1 core sample collected, totaling 3.5 gallons.
ABMA12E	11/4/12	11:00	339503.88	2343009.55	-42	39.8	5.54	-34.2	7.8	7.3	-42.0	0.0	0.0	-42.0	7.8	7.3	94	1 core sample collected, totaling 5 gallons.
SHCR12A	11/14/12	11:30	350786.13	2343627.28	-17	15.7	3.9	-11.8	5.2	4.5	-17.0	0.0	0.0	-17.0	5.2	4.5	87	2 core samples totaling 6.5 gallons.
		11:40			-17	15.7	3.9	-11.8	5.2	5.1	-16.9	0.0	0.0	-16.9	5.2	5.1	98
SHCR12B	11/14/12	12:10	348654.08	2342092.62	-17	11.5	2.9	-8.6	8.4	5.7	-17.0	0.0	0.0	-17.0	8.4	5.7	67	2 core samples totaling 7 gallons. Lost 2 inches from bottom of second core sample.
		12:25			-17	11.5	2.9	-8.6	8.4	5.8	-17.0	0.2	0.0	-16.9	8.3	5.7	69
SHCR12C	11/14/12	13:00	348132.50	2343387.24	-17	7.6	1.5	-6.1	10.9	8.2	-17.0	0.0	0.0	-17.0	10.9	8.2	75	2 core samples totaling 10 gallons.
		13:20			-17	7.6	1.5	-6.1	10.9	10.0	-17.0	0.0	0.0	-17.0	10.9	10.0	92
SHCR12D	11/14/12	13:45	347604.21	2344676.68	-17	12.8	0.2	-12.6	4.4	3.1	-17.0	0.0	0.0	-17.0	4.4	3.1	70	2 core samples totaling 4 gallons.
		13:50			-17	12.8	0.2	-12.6	4.4	3.1	-17.0	0.0	0.0	-17.0	4.4	3.1	70
SHCR12E	11/14/12	14:15	342924.88	2346766.70	-17	8.3	0.7	-7.6	9.3	7.2	-17.0	0.0	0.0	-17.0	9.3	7.2	77	2 core samples totaling 8 gallons.
		14:30			-17	8.3	0.7	-7.6	9.3	6.1	-17.0	0.0	0.0	-17.0	9.3	6.1	65
1 Datum NAD 83, South Carolina State Plane (feet).
2 Water surface elevation is based on real-time tide height data at MLLW from NOAA Station ID 8665530 at Charleston, South Carolina.
3 Calculated by added recorded water depth (- feet) to real-time tide height data at MLLW from NOAA Station ID 8665530.
4 Effective recovery length excludes length of material lost or intentionally discarded from below project depth.
5 Project depths were recorded incorrectly on the field sheets. The project depth at these stations is -59 ft, not -61 ft. See Section 4 for an explanation.
Source: ANAMAR Environmental Consulting, Inc.

&L&"Tahoma,Regular"&11

&"Tahoma,Bold"TABLE 1 (&"Tahoma,Bold Italic"continued&"Tahoma,Bold")&"Tahoma,Regular" Vibracore Sample Summary&R&G &L&"Tahoma,Italic"Charleston Harbor Navigation Improvements Project (Post 45) Physical Sediment Testing and Analysis&R&"Tahoma,Bold"&14TABLE 1&"Tahoma,Regular"&11 Page &P of &N Jason Seitz:

Asked Michelle to verify, 27Nov.2012. See did soon after that.

T2 Phys Subs

	Analyte		REFERENCE					UPPER HARBOR AND WIDENERS					Analyte		UPPER HARBOR AND WIDENERS								Analyte		UPPER HARBOR AND WIDENERS										Analyte		UPPER HARBOR AND WIDENERS										Analyte		LOWER HARBOR AND WIDENERS
			RS-CH-A-A	RS-CH-A-B	RS-CH-A-C	RS-CH-A-D	RS-CH-A-E	DANI12-A	DANI12-B	DANI12-C	DANI12-D	DANI12-E			DANW12-A	DANW12-B	DANW12-C	NYNC12-A	NYNC12-B	NYNC12-C	NYNC12-D	NYNC12-E			NCW12-A	NCW12-B	NCW12-C	NCW12-D	NCW12-E	CCRK12-A	CCRK12-B	CCRK12-C	CCRK12-D	CCRK12-E			PTFC12-A	PTFC12-B	PTFC12-C	PTFC12-D	PTFC12-E	ORDT12-A	ORDT12-B	ORDT12-C	ORDT12-D	ORDT12-E			REHR12-A
	Sediment Description		SAND, poorly graded with clay, mostly fine grained sand-sized quartz, few clay, trace silt, light brown	SAND, poorly graded with clay, mostly fine grained sand-sized quartz, few clay, trace silt, light brown	SAND, poorly graded with clay, mostly fine grained sand-sized quartz, few clay, trace silt, light brown	SAND, poorly graded with clay, mostly fine sand-sized quartz, few clay, few medium to fine grained sand-sized shell, trace silt, light brown	SAND, poorly graded with clay, mostly fine grained sand-sized quartz, few clay, few medium to fine grained sand-sized shell, trace silt, light brown	SILT, elastic, some clay, little fine grained sand-sized quartz, light brown	CLAY, some fine grained sand-sized quartz, little silt, light brown	SAND, clayey, mostly fine grained sand-sized quartz, some clay, little silt, gray	CLAY, some silt, little fine grained sand-sized quartz, gray	CLAY, some fine grained sand-sized quartz, little silt, light brown	Sediment Description		SAND, clayey, mostly fine grained sand-sized quartz, little clay, little silt, greenish brown	CLAY, little silt, little fine grained sand-sized quartz, greenish gray	CLAY, little fine grained sand-sized quartz, little silt, gray	CLAY, some silt, little fine grained sand-sized quartz, greenish gray	CLAY, some silt, little fine grained sand-sized quartz, greenish brown	CLAY, some silt, some fine grained sand-sized quartz, greenish brown and gray	CLAY, some fine grained sand-sized quartz, little silt, gray	SILT, some fine grained sand-sized quartz, little clay, greenish brown	Sediment Description		SAND, clayey, some fine sand-sized quartz, some clay, little silt, gray	CLAY, some silt, little fine grained sand-sized quartz, gray	CLAY, some fine sand-sized quartz, some silt, gray	SAND, clayey, mostly fine grained sand-sized quartz, little clay, little silt, gray	CLAY, some fine grained sand-sized quartz, some silt, gray	SAND, mostly fine grained sand-sized quartz, little clay, little silt, gray	SAND, mostly fine grained sand-sized quartz, little clay, little silt, greenish gray	SAND, clayey, mostly fine to medium grained sand-sized quartz, little clay, little silt, greenish gray	CLAY, some fine grained sand-sized quartz, little silt, greenish gray	CLAY, little fine grained sand-sized quartz, little silt, greenish gray	Sediment Description		CLAY, some fine grained sand-sized quartz, little silt, dark gray	CLAY, some fine grained sand-sized quartz, little silt, grayish brown	CLAY, little fine grained sand-sized quartz, little silt, greenish brown and gray	CLAY, little fine grained sand-sized quartz, little silt, greenish brown	CLAY, some silt, little fine grained sand-sized quartz, greenish brown	CLAY, some silt, few fine grained sand-sized quartz, dark gray	SAND, mostly fine grained sand-sized quartz, little clay, little silt, gray	CLAY, little silt, little fine grained sand-sized quartz, dark gray	SAND, mostly fine grained sand-sized quartz, little clay, few silt, gray	SAND, mostly fine grained sand-sized quartz, little clay, little silt, gray	Sediment Description		CLAY, little silt, little fine grained sand-sized quartz, gray
	% Gravel		0.0	0.0	0.0	0.2	0.6	2.2	0.0	0.0	0.0	0.0	% Gravel		0.0	0.0	0.0	0.0	0.0	0.0	0.0	0.0	% Gravel		0.7	0.1	0.0	0.0	0.0	0.0	0.0	0.7	0.0	0.0	% Gravel		0.0	0.0	0.0	0.0	0.0	0.0	3.0	0.4	0.0	0.2	% Gravel		0.0
	% Sand - Coarse		0.1	0.0	0.1	0.8	0.7	0.4	1.4	0.1	0.1	0.7	% Sand - Coarse		0.0	0.0	0.0	0.4	0.0	0.0	0.0	0.0	% Sand - Coarse		0.4	0.2	0.0	0.2	0.1	0.0	0.0	3.6	0.0	0.0	% Sand - Coarse		0.0	0.0	0.0	0.0	0.0	0.0	5.5	1.1	0.4	1.2	% Sand - Coarse		0.5
	% Sand - Medium		2.8	2.0	1.8	7.9	7.9	1.0	3.7	1.3	0.7	1.1	% Sand - Medium		2.3	0.4	0.4	1.3	1.8	1.9	3.5	5.5	% Sand - Medium		3.8	1.6	1.7	2.3	1.3	1.7	8.7	27.1	1.6	1.1	% Sand - Medium		1.3	1.0	1.0	1.0	1.5	0.5	10.6	1.9	5.2	5.9	% Sand - Medium		5.6
	% Sand - Fine		90.4	91.9	90.4	84.9	85.4	24.9	39.6	54.2	22.1	34.7	% Sand - Fine		60.7	14.2	17.3	28.2	24.8	30.7	37.9	41.5	% Sand - Fine		49.9	25.0	37.7	58.1	37.1	59.7	54.4	29.9	33.7	27.5	% Sand - Fine		31.8	40.0	29.9	24.0	29.4	8.5	40.4	13.0	65.8	51.9	% Sand - Fine		12.5
	% Sand - Total		93.3	93.9	92.3	93.6	94.0	26.3	44.7	55.6	22.9	36.5	% Sand - Total		63.0	14.6	17.7	29.9	26.6	32.6	41.4	47.0	% Sand - Total		54.1	26.8	39.4	60.6	38.5	61.4	63.1	60.6	35.3	28.6	% Sand - Total		33.1	41.0	30.9	25.0	30.9	9.0	56.5	16.0	71.4	59.0	% Sand - Total		18.6
	% Silt		2.1	1.9	3.1	1.9	1.2	39.7	20.1	16.9	36.1	24.0	% Silt		15.2	22.0	19.5	31.6	36.1	30.2	24.4	29.3	% Silt		17.3	36.0	28.1	17.7	29.9	12.3	13.8	14.1	25.3	28.7	% Silt		20.8	27.2	31.8	21.6	33.3	30.2	10.8	23.4	6.8	12.5	% Silt		24.4
	% Clay		4.6	4.2	4.6	4.3	4.2	31.8	35.2	27.5	41.0	39.5	% Clay		21.8	63.4	62.8	38.5	37.3	37.2	34.2	23.7	% Clay		27.9	37.1	32.5	21.7	31.6	26.3	23.1	24.6	39.4	42.7	% Clay		46.1	31.8	37.3	53.4	34.8	60.8	29.7	60.2	21.8	28.3	% Clay		57.0
	% Solids		77.8	67.0	73.4	77.5	78.2	63.4	61.5	61.8	55.4	61.9	% Solids		75.1	51.2	50.8	57.1	57.1	57.3	64.1	69.8	% Solids		66.1	59.5	53.8	61.9	66.7	59.1	66.5	63.4	59.0	59.6	% Solids		54.3	58.6	49.4	57.8	58.6	35.8	59.4	34.1	68.5	61.1	% Solids		56.1
	% Moisture (wet)		22.2	33.0	26.6	22.5	21.8	36.6	38.5	38.2	44.6	38.1	% Moisture (wet)		24.9	48.8	49.2	42.9	42.9	42.7	35.9	30.2	% Moisture (wet)		33.9	40.5	46.2	38.1	33.3	40.9	33.5	36.6	41.0	40.4	% Moisture (wet)		45.7	41.4	50.6	42.2	41.4	64.2	40.6	65.9	31.5	38.9	% Moisture (wet)		43.9
	USCS Classification		SP-SC	SP-SC	SP-SC	SP-SC	SP-SC	MH	CH	SC	CH	CH	USCS Classification		SC	CH	CH	CH	CH	CH	CH	MH	USCS Classification		SC	CH	CH	SC	CH	SC	SC	SC	CH	CH	USCS Classification		CH	CH	CH	CH	CH	CH	SC	CH	SC	SC	USCS Classification		CH
	Specific Gravity		2.682	2.678	2.700	2.693	2.755	2.603	2.556	2.531	2.582	2.753	Specific Gravity		2.635	2.657	2.641	2.671	2.663	2.678	2.680	2.722	Specific Gravity		2.619	2.610	2.557	2.694	2.654	2.668	2.689	2.652	2.634	2.611	Specific Gravity		2.661	2.653	2.639	2.661	2.648	2.642	2.668	2.607	2.689	2.674	Specific Gravity		2.606
	Sieve Size	% Finer	RS-CH-A-A	RS-CH-A-B	RS-CH-A-C	RS-CH-A-D	RS-CH-A-E	DANI12-A	DANI12-B	DANI12-C	DANI12-D	DANI12-E	Sieve Size	% Finer	DANW12-A	DANW12-B	DANW12-C	NYNC12-A	NYNC12-B	NYNC12-C	NYNC12-D	NYNC12-E	Sieve Size	% Finer	NCW12-A	NCW12-B	NCW12-C	NCW12-D	NCW12-E	CCRK12-A	CCRK12-B	CCRK12-C	CCRK12-D	CCRK12-E	Sieve Size	% Finer	PTFC12-A	PTFC12-B	PTFC12-C	PTFC12-D	PTFC12-E	ORDT12-A	ORDT12-B	ORDT12-C	ORDT12-D	ORDT12-E	Sieve Size	% Finer	REHR12-A
	3/4"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/4"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/4"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/4"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/4"	%	100.0
	1/2"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	1/2"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	1/2"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	1/2"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	1/2"	%	100.0
	3/8"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/8"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/8"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/8"	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	3/8"	%	100.0
	#4	%	100.0	100.0	100.0	99.8	99.4	97.8	100.0	100.0	100.0	100.0	#4	%	100.0	100.0	100.0	100.0	100.0	100.0	100.0	100.0	#4	%	99.3	99.9	100.0	100.0	100.0	100.0	100.0	99.3	100.0	100.0	#4	%	100.0	100.0	100.0	100.0	100.0	100.0	97.0	99.6	100.0	99.8	#4	%	100.0
	#10	%	99.9	100.0	99.9	99.0	98.7	97.4	98.6	99.9	99.9	99.3	#10	%	100.0	100.0	100.0	99.6	100.0	100.0	100.0	100.0	#10	%	98.9	99.7	100.0	99.8	99.9	100.0	100.0	95.7	100.0	100.0	#10	%	100.0	100.0	100.0	100.0	100.0	100.0	91.5	98.5	99.6	98.6	#10	%	99.5
	#20	%	99.1	99.4	99.5	95.7	96.0	96.9	97.2	99.6	99.7	98.9	#20	%	98.9	99.8	99.8	99.2	99.3	99.4	99.4	98.4	#20	%	97.7	99.3	99.6	99.4	99.5	99.5	97.7	88.5	99.6	99.6	#20	%	99.8	99.8	99.8	99.5	99.5	99.7	87.4	97.7	97.8	96.8	#20	%	97.2
	#40	%	97.1	98.0	98.1	91.1	90.8	96.4	94.9	98.6	99.2	98.2	#40	%	97.7	99.6	99.6	98.3	98.2	98.1	96.5	94.5	#40	%	95.1	98.1	98.3	97.5	98.6	98.3	91.3	68.6	98.4	98.9	#40	%	98.7	99.0	99.0	99.0	98.5	99.5	80.9	96.6	94.4	92.7	#40	%	93.9
	#60	%	84.6	90.2	92.2	83.5	80.4	95.3	92.1	90.7	98.0	95.9	#60	%	95.7	99.3	98.6	96.1	95.8	95.4	91.1	88.9	#60	%	86.4	95.1	95.3	91.6	95.1	94.4	81.3	60.7	95.5	97.1	#60	%	91.9	95.5	96.8	98.0	96.0	98.7	67.2	93.9	88.8	84.3	#60	%	90.4
	#100	%	19.7	18.8	32.8	22.2	23.5	91.9	76.3	71.0	91.7	87.6	#100	%	83.5	96.1	97.4	89.9	90.6	88.5	71.0	74.2	#100	%	69.5	87.2	83.7	72.3	75.5	55.0	51.0	51.5	84.2	88.9	#100	%	79.1	84.5	88.8	91.5	88.8	96.8	50.5	87.0	48.0	58.0	#100	%	85.4
	#200	%	6.7	6.1	7.7	6.2	5.4	71.5	55.3	44.4	77.1	63.5	#200	%	37.0	85.4	82.3	70.1	73.4	67.4	58.6	53.0	#200	%	45.2	73.1	60.6	39.4	61.5	38.6	36.9	38.7	64.7	71.4	#200	%	66.9	59.0	69.1	75.0	69.1	91.0	40.5	83.6	28.6	40.8	#200	%	81.4
	Hydrometer Readings
(% less than the following sizes)		5.7 @ 0.0510 mm	5.5 @ 0.0510 mm	6.4 @ 0.0508 mm	5.8 @ 0.0508 mm	4.9 @ 0.0511 mm	46.6 @ 0.0435 mm	50.6 @ 0.0447 mm	41.3 @ 0.0466 mm	59.9 @ 0.0444 mm	59.0 @ 0.0421 mm	Hydrometer Readings
(% less than the following sizes)		36.3 @ 0.0434 mm	79.8 @ 0.0288 mm	81.8 @ 0.0290 mm	57.1 @ 0.0363 mm	58.4 @ 0.0362 mm	55.3 @ 0.0369 mm	53.9 @ 0.0373 mm	49.7 @ 0.0375 mm	Hydrometer Readings
(% less than the following sizes)		41.2 @ 0.0460 mm	63.7 @ 0.0520 mm	57.0 @ 0.0445 mm	36.7 @ 0.0437 mm	51.1 @ 0.0407 mm	37.9 @ 0.0423 mm	35.3 @ 0.0425 mm	37.3 @ 0.0424 mm	57.4 @ 0.0368 mm	59.3 @ 0.0363 mm	Hydrometer Readings
(% less than the following sizes)		65.8 @ 0.0352 mm	50.7 @ 0.0382 mm	56.9 @ 0.0365 mm	73.0 @ 0.0312 mm	57.4 @ 0.0365 mm	87.0 @ 0.0365 mm	40.3 @ 0.0402 mm	83.4 @ 0.0358 mm	28.5 @ 0.0443 mm	40.4 @ 0.0410 mm	Hydrometer Readings
(% less than the following sizes)		80.5 @ 0.0447 mm	59.9 @ 0.0417 mm	9.8 @ 0.0500 mm	15.4 @ 0.0488 mm	28.6 @ 0.0458 mm	22.4 @ 0.0474 mm	33.5 @ 0.0462 mm	37.2 @ 0.0467 mm	25.1 @ 0.0482 mm	Hydrometer Readings
(% less than the following sizes)		9.2 @ 0.0512 mm	59.5 @ 0.0436 mm	8.0 @ 0.0515 mm	39.2 @ 0.0430 mm	43.6 @ 0.0434 mm	44.6 @ 0.0437 mm	34.0 @ 0.0449 mm	21.5 @ 0.0469 mm	Hydrometer Readings
(% less than the following sizes)		25.3 @ 0.0475 mm	26.6 @ 0.0478 mm	11.7 @ 0.0508 mm	29.4 @ 0.0454 mm	72.0 @ 0.0384 mm	61.4 @ 0.0444 mm	54.5 @ 0.0453 mm	27.4 @ 0.0660 mm	91.2 @ 0.0573 mm	61.6 @ 0.0450 mm	Hydrometer Readings
(% less than the following sizes)		91.9 @ 0.0621 mm	76.5 @ 0.0581 mm	55.0 @ 0.0580 mm	87.8 @ 0.0607 mm	76.2 @ 0.0565 mm	38.8 @ 0.0634 mm	27.8 @ 0.0465 mm	27.7 @ 0.0666 mm	39.5 @ 0.0654 mm	46.0 @ 0.0625 mm	Hydrometer Readings
(% less than the following sizes)		60.6 @ 0.0411 mm	37.2 @ 0.0439 mm	48.7 @ 0.0430 mm	36.8 @ 0.0433 mm	67.2 @ 0.0426 mm	66.0 @ 0.0397 mm	40.5 @ 0.0442 mm	11.6 @ 0.0490 mm	26.0 @ 0.0471 mm	20.1 @ 0.0476 mm	Hydrometer Readings
(% less than the following sizes)		35.3 @ 0.0453 mm	44.8 @ 0.0439 mm	33.4 @ 0.0465 mm	23.9 @ 0.0464 mm	26.7 @ 0.0470 mm	21.0 @ 0.0486 mm	63.7 @ 0.0463 mm	93.9 @ 0.0417 mm	74.3 @ 0.0434 mm	50.9 @ 0.0450 mm	Hydrometer Readings
(% less than the following sizes)		57.6 @ 0.0422 mm	57.5 @ 0.0452 mm	40.3 @ 0.0449 mm	18.0 @ 0.0458 mm	12.9 @ 0.0463 mm	31.5 @ 0.0451 mm	18.3 @ 0.0476 mm	34.8 @ 0.0463 mm	53.3 @ 0.0418 mm	48.1 @ 0.0429 mm	Hydrometer Readings
(% less than the following sizes)		59.7 @ 0.0426 mm	48.4 @ 0.0443 mm	48.4 @ 0.0408 mm	50.7 @ 0.0407 mm	24.3 @ 0.0465 mm
			5.3 @ 0.0362 mm	5.1 @ 0.0361 mm	5.9 @ 0.0360 mm	5.4 @ 0.0360 mm	4.5 @ 0.0362 mm	41.6 @ 0.0316 mm	45.8 @ 0.0324 mm	39.0 @ 0.0333 mm	56.1 @ 0.0318 mm	53.3 @ 0.0305 mm			34.1 @ 0.0312 mm	78.6 @ 0.0208 mm	80.6 @ 0.0209 mm	51.3 @ 0.0270 mm	56.0 @ 0.0262 mm	51.9 @ 0.0269 mm	51.6 @ 0.0269 mm	47.5 @ 0.0270 mm			40.4 @ 0.0326 mm	55.6 @ 0.0379 mm	51.6 @ 0.0322 mm	32.9 @ 0.0315 mm	48.5 @ 0.0293 mm	36.8 @ 0.0301 mm	32.0 @ 0.0307 mm	35.7 @ 0.0303 mm	52.8 @ 0.0271 mm	55.8 @ 0.0264 mm			62.1 @ 0.0257 mm	48.4 @ 0.0276 mm	54.0 @ 0.0265 mm	70.7 @ 0.0227 mm	52.8 @ 0.0269 mm	83.5 @ 0.0264 mm	40.3 @ 0.0284 mm	81.0 @ 0.0258 mm	27.9 @ 0.0315 mm	39.3 @ 0.0292 mm			77.7 @ 0.0318 mm
			5.3 @ 0.0229 mm	5.1 @ 0.0229 mm	5.5 @ 0.0229 mm	5.4 @ 0.0228 mm	4.5 @ 0.0229 mm	39.6 @ 0.0202 mm	43.4 @ 0.0207 mm	36.0 @ 0.0214 mm	52.2 @ 0.0204 mm	49.6 @ 0.0196 mm			31.8 @ 0.0200 mm	75.1 @ 0.0138 mm	78.1 @ 0.0136 mm	49.6 @ 0.0173 mm	50.2 @ 0.0174 mm	47.2 @ 0.0176 mm	45.8 @ 0.0178 mm	41.9 @ 0.0179 mm			38.8 @ 0.0207 mm	51.5 @ 0.0243 mm	45.2 @ 0.0209 mm	31.6 @ 0.0201 mm	45.2 @ 0.0189 mm	34.5 @ 0.0193 mm	29.7 @ 0.0197 mm	34.1 @ 0.0194 mm	49.4 @ 0.0177 mm	51.8 @ 0.0173 mm			59.1 @ 0.0167 mm	43.3 @ 0.0182 mm	51.2 @ 0.0172 mm	68.4 @ 0.0147 mm	48.3 @ 0.0177 mm	78.3 @ 0.0172 mm	38.2 @ 0.0183 mm	79.5 @ 0.0164 mm	27.4 @ 0.0200 mm	37.6 @ 0.0187 mm			75.0 @ 0.0203 mm
			5.3 @ 0.0132 mm	5.1 @ 0.0132 mm	5.5 @ 0.0132 mm	5.4 @ 0.0132 mm	4.5 @ 0.0132 mm	37.4 @ 0.0118 mm	41.0 @ 0.0121 mm	32.9 @ 0.0125 mm	50.4 @ 0.0119 mm	45.9 @ 0.0114 mm			27.9 @ 0.0119 mm	70.3 @ 0.0084 mm	70.3 @ 0.0086 mm	45.0 @ 0.0104 mm	45.5 @ 0.0104 mm	44.6 @ 0.0104 mm	41.2 @ 0.0107 mm	35.3 @ 0.0108 mm			35.5 @ 0.0121 mm	47.4 @ 0.0142 mm	42.6 @ 0.0122 mm	29.6 @ 0.0117 mm	40.6 @ 0.0112 mm	31.7 @ 0.0114 mm	28.1 @ 0.0115 mm	30.3 @ 0.0115 mm	45.4 @ 0.0105 mm	48.8 @ 0.0102 mm			54.8 @ 0.0100 mm	39.4 @ 0.0108 mm	47.2 @ 0.0103 mm	60.8 @ 0.0092 mm	42.6 @ 0.0107 mm	72.2 @ 0.0103 mm	35.2 @ 0.0108 mm	72.4 @ 0.0100 mm	25.1 @ 0.0117 mm	34.8 @ 0.0110 mm			71.0 @ 0.0118 mm
			5.3 @ 0.0093 mm	4.7 @ 0.0093 mm	5.5 @ 0.0093 mm	5.0 @ 0.0093 mm	4.5 @ 0.0093 mm	34.7 @ 0.0084 mm	38.7 @ 0.0086 mm	31.5 @ 0.0089 mm	44.9 @ 0.0085 mm	43.2 @ 0.0082 mm			24.6 @ 0.0085 mm	65.6 @ 0.0063 mm	66.0 @ 0.0064 mm	42.7 @ 0.0075 mm	42.0 @ 0.0075 mm	41.4 @ 0.0075 mm	37.8 @ 0.0077 mm	30.3 @ 0.0079 mm			31.5 @ 0.0087 mm	42.6 @ 0.0102 mm	37.2 @ 0.0088 mm	27.2 @ 0.0084 mm	35.3 @ 0.0082 mm	29.4 @ 0.0081 mm	27.0 @ 0.0082 mm	29.3 @ 0.0082 mm	43.7 @ 0.0075 mm	44.8 @ 0.0075 mm			50.5 @ 0.0073 mm	36.0 @ 0.0078 mm	42.6 @ 0.0075 mm	56.7 @ 0.0068 mm	39.1 @ 0.0077 mm	66.1 @ 0.0075 mm	32.6 @ 0.0078 mm	66.1 @ 0.0073 mm	23.0 @ 0.0084 mm	32.6 @ 0.0079 mm			65.4 @ 0.0085 mm
			4.9 @ 0.0066 mm	4.2 @ 0.0066 mm	4.6 @ 0.0066 mm	4.5 @ 0.0066 mm	4.2 @ 0.0066 mm	32.7 @ 0.0060 mm	36.5 @ 0.0061 mm	28.6 @ 0.0063 mm	42.2 @ 0.0061 mm	40.6 @ 0.0058 mm			22.3 @ 0.0055 mm	62.1 @ 0.0041 mm	61.2 @ 0.0042 mm	39.4 @ 0.0054 mm	38.6 @ 0.0054 mm	38.0 @ 0.0054 mm	34.9 @ 0.0056 mm	25.3 @ 0.0058 mm			29.2 @ 0.0062 mm	39.8 @ 0.0073 mm	33.9 @ 0.0063 mm	23.3 @ 0.0060 mm	32.7 @ 0.0058 mm	27.2 @ 0.0058 mm	24.3 @ 0.0059 mm	26.1 @ 0.0059 mm	39.2 @ 0.0049 mm	42.5 @ 0.0046 mm			45.1 @ 0.0046 mm	31.6 @ 0.0049 mm	36.9 @ 0.0048 mm	52.2 @ 0.0044 mm	35.8 @ 0.0050 mm	60.0 @ 0.0047 mm	29.5 @ 0.0049 mm	59.1 @ 0.0046 mm	21.9 @ 0.0052 mm	29.3 @ 0.0057 mm			60.1 @ 0.0061 mm
			4.5 @ 0.0030 mm	4.3 @ 0.0030 mm	4.6 @ 0.0030 mm	4.2 @ 0.0030 mm	4.2 @ 0.0030 mm	29.0 @ 0.0030 mm	32.2 @ 0.0031 mm	26.9 @ 0.0032 mm	37.3 @ 0.0031 mm	35.8 @ 0.0029 mm			18.1 @ 0.0031 mm	57.5 @ 0.0023 mm	57.7 @ 0.0024 mm	31.3 @ 0.0026 mm	23.8 @ 0.0025 mm	31.7 @ 0.0026 mm	31.0 @ 0.0026 mm	19.9 @ 0.0028 mm			24.9 @ 0.0031 mm	34.5 @ 0.0036 mm	29.9 @ 0.0031 mm	19.6 @ 0.0030 mm	26.9 @ 0.0029 mm	23.8 @ 0.0028 mm	20.4 @ 0.0028 mm	20.8 @ 0.0028 mm	33.6 @ 0.0028 mm	39.6 @ 0.0027 mm			35.4 @ 0.0028 mm	27.2 @ 0.0029 mm	31.8 @ 0.0028 mm	47.2 @ 0.0025 mm	30.9 @ 0.0028 mm	50.4 @ 0.0028 mm	25.5 @ 0.0028 mm	48.8 @ 0.0028 mm	19.7 @ 0.0030 mm	25.9 @ 0.0027 mm			49.3 @ 0.0030 mm
			4.1 @ 0.0014 mm	4.0 @ 0.0014 mm	4.3 @ 0.0014 mm	3.8 @ 0.0014 mm	3.9 @ 0.0014 mm	25.2 @ 0.0013 mm	27.0 @ 0.0013 mm	23.5 @ 0.0013 mm	31.1 @ 0.0013 mm	29.6 @ 0.0012 mm			13.6 @ 0.0013 mm	52.3 @ 0.0010 mm	36.5 @ 0.0012 mm	19.7 @ 0.0012 mm	23.3 @ 0.0012 mm	20.6 @ 0.0012 mm	26.4 @ 0.0012 mm	16.5 @ 0.0012 mm			21.5 @ 0.0013 mm	28.2 @ 0.0015 mm	25.4 @ 0.0013 mm	14.6 @ 0.0013 mm	21.7 @ 0.0013 mm	19.7 @ 0.0012 mm	15.9 @ 0.0013 mm	17.2 @ 0.0013 mm	28.0 @ 0.0012 mm	32.9 @ 0.0012 mm			15.3 @ 0.0013 mm	19.3 @ 0.0013 mm	17.0 @ 0.0013 mm	34.4 @ 0.0012 mm	20.8 @ 0.0013 mm	29.7 @ 0.0013 mm	17.9 @ 0.0013 mm	31.6 @ 0.0013 mm	10.4 @ 0.0013 mm	20.3 @ 0.0012 mm			39.0 @ 0.0013 mm
			–	–	–	–	–	–	–	–	–	–			–	–	–	–	–	–	–	–			–	–	–	–	–	–	–	–	–	–			–	–	–	–	–	–	–	–	–	–			–

&L&"Tahoma,Regular"&11 &"Tahoma,Bold"TABLE 2 &"Tahoma,Italic"(continued)&"Tahoma,Regular"&K000000 Results of Physical Analyses for Sediment Subsamples &R&G &L&"Tahoma,Italic"Charleston Harbor Navigation Improvements Project (Post 45) Physical Sediment Testing and Analysis&R&"Tahoma,Bold"&14TABLE 2&"Tahoma,Regular"&11&K000000 Page &P of &N

T3 Phys Comps

	Analyte	REFERENCE	UPPER HARBOR AND WIDENERS								Analyte	LOWER HARBOR AND WIDENERS									Analyte	ANCHORAGE BASIN	SHEM CREEK	ENTRANCE CHANNEL
		RS-CH-A COMP	DANW12 COMP	DANI12 COMP	NCW12 COMP	CCRK12 COMP	NYNC12 COMP	PTFC12 COMP	ORDT12 COMP	ORDT12 COMP
(field split)		REHR12 COMP	BENW12 COMP	HGIS12 COMP	HGIW12 COMP	DRMY12 COMP	WUTB12 COMP	WRTB12 COMP	WLR12 COMP	WLRW12 COMP		ABMA12 COMP	SHCR12 COMP	CHEC12-1 COMP	CHEC12-1 COMP (field split)	CHEC12-2 COMP	MTPL12 COMP
	Sediment Description	SAND, poorly graded with clay, mostly fine grained sand-sized quartz, few clay, light brown	CLAY, some fine grained sand-sized quartz, some silt, gray	SAND, clayey, some fine sand-sized quartz, some clay, little silt, gray	SAND, clayey, some fine sand-sized quartz, some clay, little silt, gray	SAND, mostly fine grained sand-sized quartz, some clay, little silt, greenish gray	CLAY, some fine grained sand-sized quartz, some silt, greenish gray	CLAY, some fine grained sand-sized quartz, little silt, greenish gray and brown	SAND, mostly fine grained sand-sized quartz, some clay, little silt, gray	SAND, mostly fine grained sand-sized quartz, some clay, few silt, gray	Sediment Description	SAND, clayey, mostly fine grained sand-sized quartz, little clay, little silt, little medium grained sand-sized quartz, gray	SAND, clayey, some fine grained sand-sized quartz, little silt, little medium to fine grained sand-sized shell, brown	SAND, clayey, mostly fine grained sand-sized quartz, little clay, few silt, trace medium to fine sand-sized shell, gray	SAND, clayey, mostly fine grained sand-sized quartz, little clay, few silt, few medium to fine grained sand-sized shell, gray	CLAY, little fine grained sand-sized quartz, little silt, dark gray	SILT, some fine grained sand-sized quartz, some clay, gray	SAND, clayey, some fine grained sand-sized quartz, little clay, little silt, few medium grained sand-sized quartz, gray	SAND, clayey, some fine grained sand-sized quartz, little silt, little medium to fine grained sand-sized shell, gray	SAND, clayey, mostly fine grained sand-sized quartz, little clay, little silt, few medium grained sand-sized quartz, few medium to fine sand-sized shell, gray	Sediment Description	SAND, clayey, mostly fine grained sand-sized quartz, little clay, little silt, gray	CLAY, some fine grained sand-sized quartz, little silt, dark gray	CLAY, some fine grained sand-sized quartz, little silt, few medium grained sand-sized quartz, gray	CLAY, some fine grained sand-sized quartz, little silt, few medium to fine grained sand-sized limerock fragments, gray	SAND, clayey, mostly fine grained sand-sized quartz, little clay, little silt, few medium grained sand-sized quartz, gray	SAND, clayey, mostly fine grained sand-sized quartz, little clay, little medium grained sand-sized quartz, few silt, gray
	% Gravel	0.0	0.0	0.0	0.0	0.3	0.0	0.0	0.2	0.0	% Gravel	1.7	1.0	1.0	0.3	0.0	0.4	0.1	2.4	1.0	% Gravel	0.0	0.0	4.5	0.6	2.8	0.5
	% Sand - Coarse	0.1	0.0	0.2	0.2	0.5	0.0	0.0	0.7	0.0	% Sand - Coarse	3.4	3.4	0.5	2.5	0.3	0.2	1.8	3.2	4.0	% Sand - Coarse	0.8	1.0	2.2	2.0	1.9	1.1
	% Sand - Medium	2.5	2.0	2.0	2.5	9.3	2.5	1.3	5.6	5.9	% Sand - Medium	15.9	21.1	4.4	9.4	1.8	1.5	10.6	13.5	13.4	% Sand - Medium	1.7	3.8	9.3	8.6	6.1	13.2
	% Sand - Fine	91.1	38.4	48.4	47.4	42.4	31.5	30.9	49.4	52.2	% Sand - Fine	49.6	46.0	57.5	62.8	28.9	22.6	46.8	38.3	52.5	% Sand - Fine	51.8	30.8	33.7	33.1	56.7	56.6

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