NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 83AK130151

( Ketchikan Gateway Borough, Alaska )

Print Date: Nov 24 2024 4:28AM

Sampled as on Sep 1, 1983:	Vixen ; Thixotropic Humic Cryorthod
Revised to correlated:	Kwatahein ; Coarse-loamy, mixed, superactive Typic Haplocryods

				United States Department of Agriculture
SSL	-	Project	CP84AK034 TONGASS NATIONAL FOREST	Natural Resources Conservation Service
	-	Site ID	S1983AK130151 Lat: 54° 56' 14.00" north Long: 132° 56' 0.00" west MLRA: 168	National Soil Survey Center
	-	Pedon No.	84P0131	Soil Survey Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska 68508-3866

Tier 1				-1-	-2-	-3-	-4-	-5-	-6-	-7-	-8-	-9-	-10-	-11-	-12-	-13-	-14-	-15-	-16-	-17-	-18-	-19-	-20-	-21-	-22-	-23-	-24-	-25-


				(- - - - - - - - - - - - - - - - - - - - - - Engineering PSDA - - - - - - - - - - - - - - - - - - - - -)													(- - - - - Cumulative Curve Fractions - - - - -) (<75mm)								( Atter- )		( Gradation )
				Percentage Passing Sieve													USDA Less Than Diameters (mm) at								berg		Uni-	Cur-
	Depth			3	2	3/2	1	3/4	3/8	4	10	40	200	20	5	2	1.	.5	.25	.10	.05	60	50	10	LL	PI	fmty	vtur
Layer	(cm)	Horz	Prep	(-------------------Inches-------------------)						(---------Number---------)				(------Microns----)			(---------Millimeter----------)					(-----Percentile---)			(----%----)		CU	CC


84P00686	0-20	Bhs	S	100	100	100	100	100	99	97	94	88	65	24	10	1	92	89	85	73	52	0.06	0.046	0.005			13.1	1.9
84P00687	20-53	Bs	S	100	100	100	100	100	99	97	95	84	55	18	7	tr	91	86	79	63	42	0.09	0.065	0.007			12.7	1.6
84P00688	53-76	BC	S	100	98	96	94	92	90	88	86	74	46	14	6	tr	82	76	69	54	33	0.15	0.087	0.011			13.8	1.2
84P00690	89-102	C2	S	100	100	100	100	100	100	99	98	92	70	21	9	1	96	93	90	79	56	0.06	0.043	0.005			10.4	2.1

Tier 2				-26-	-27-	-28-	-29-	-30-	-31-	-32-	-33-	-34-	-35-	-36-	-37-	-38-	-39-	-40-	-41-	-42-	-43-	-44-	-45-	-46-	-47-	-48-	-49-	-50-


				(- - - - - - - - - - - - - - - - - - - - - - Weight Fractions - - - - - - - - - - - - - - - - - - - - -)														(- - - - - - - - - - - Weight Per Unit Volume (g cm^-3 )- - - - - - - -)									(- - Void - -)
				Whole Soil (mm)								<75 mm Fraction						Whole Soil				<2 mm Fraction					Ratios
				>2	250	250	75	75	20	5		75	75	20	5			Soil Sur		Engineering		Soil Survey			Engineering		At 33 kPa
	Depth				-UP	-75	-2	-20	-5	-2	<2	-2	-20	-5	-2	<2		33	Oven	Moist	Satur	33	1500	Oven	Moist	Satur	Whole	<2
Layer	(cm)	Horz	Prep	(------------------- % of Whole Soil ------------------)								(--------- % of <75 mm ---------)						kPa	-dry		-ated	kPa	kPa	-dry		-ated	Soil	mm
													3B1	3B1	3B1

84P00685	5-0	O	S										--	1	1
84P00686	0-20	Bhs	S	6	--	--	6	--	3	3	94	6	--	3	3	94		1.48¹
84P00687	20-53	Bs	S	34	31	--	3	--	2	1	66	5	--	3	2	95		1.72¹
84P00688	53-76	BC	S	40	30	--	10	6	3	1	60	14	8	4	2	86		1.77¹
84P00689	76-89	C1	S	33	31	--	2	--	1	1	67	3	--	1	2	97		1.70¹
84P00690	89-102	C2	S	32	31	--	1	--	1	1	68	2	--	1	1	98		1.70¹

¹The whole-soil bulk density was not measured. It was calculated using 1.45 g/cc as the 1/3-bar bulk density of the less-than-2-mm fraction for mineral soils.

*** Supplementary Characterization Data ***

Pedon ID: 83AK130151

( Ketchikan Gateway Borough, Alaska )

Print Date: Nov 24 2024 4:28AM

Sampled As	:	Vixen		Thixotropic Humic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 84P0131

Tier 3				-51-	-52-	-53-	-54-	-55-	-56-	-57-	-58-	-59-	-60-	-61-	-62-	-63-	-64-	-65-	-66-	-67-	-68-	-69-	-70-	-71-	-72-	-73-	-74-	-75-


				(- - - - - - - - - - - - - - - - - Volume Fractions - - - - - - - - - - - - - - - -)													C	(- - - - - - - Ratios To Clay - - - - - -)					(- - Linear Extensiblity - -)				(- - WRD - -)
				Whole Soil (mm) At 33 kPa													/N	<2 mm Fraction					Whole Soil		<2 mm		Whole	<2
				>2	250	250	75	75	20	5		2-	.05-	LT	Pores		Rat	Fine	CEC		1500	LEP	33 kPa		to %		Soil	mm
	Depth				-UP	-75	-2	-20	-5	-2	<2	.05	.002	.002	D	F	-io	Clay	Sum	NH₄-	kPa	33	1500	Oven	1500	Oven
Layer	(cm)	Horz	Prep	(----------------------------- % of Whole Soil ---------------------------)															Cats	OAC	H₂O	kPa	kPa	-dry	kPa	-dry	(---in³/in³---)
																					8D1

84P00686	0-20	Bhs	S	3	--	--	3	--	2	2	97	23	29	1	44		23		35.36		10.27
84P00687	20-53	Bs	S	22	20	--	2	--	1	1	78	24	18		35		30		79.00
84P00688	53-76	BC	S	27	20	--	7	4	2	1	73	25	16		33		30		126.00
84P00689	76-89	C1	S	21	20	--	1	--	1	1	79	27	17		36		29
84P00690	89-102	C2	S	20	20	--	1	--	1	1	80	19	24	1	36		59		3.86		2.21

Tier 4				-76-	-77-	-78-	-79-	-80-	-81-	-82-	-83-	-84-	-85-	-86-	-87-	-88-	-89-	-90-	-91-	-92-	-93-	-94-	-95-	-96-	-97-	-98-


				(- - - - - - - - - - - - - - - - - - - Weight Fractions - Clay Free - - - - - - - - - - - - - - - - - -)															Text	PSDA (mm)			pH	Elect.		Part-
				(--------------- Whole Soil ---------------)						(------------------- <2 mm Fraction -------------------)									-ure	Sand	Silt	Clay	Ca	Res-	Con-	-icle
				>2	75	20	2-	.05-	<	(------------- Sands -------------)					(--- Silts ---)		Cl		by	2-	.05-	<	Cl₂	ist.	duct	Den-
	Depth				-20	-2	.05	.002	.002	VC	C	M	F	VF	C	F	ay		PSDA	.05	.002	.002	.01M	ohms	dS m^-1	sity
Layer	(cm)	Horz	Prep	(- % of >2 mm Sand and Silt -)						(------------------% of Sand and Silt -------------)									<2 mm	(---- % of 2 mm ----)			(-------- <2 mm --------)			g cm^-3
																			3A1a1a	3A1a1a	3A1a1a	3A1a1a	4C1a2a

84P00685	5-0	O	S																				3.5
84P00686	0-20	Bhs	S	6	6	6	42	52	1	3	3	5	13	22	31	25	1		sil	44.2	54.7	1.1	3.7
84P00687	20-53	Bs	S	34	3	3	37	29	tr	4	6	8	16	23	25	19	tr		fsl	56.2	43.4	0.4	4.3
84P00688	53-76	BC	S	40	10	4	37	23	tr	5	7	8	17	24	23	16	tr		fsl	61.1	38.7	0.2	4.3
84P00689	76-89	C1	S	33	2	2	41	26		4	6	7	18	27	25	14			fsl	61.1	38.9	--	4.3
84P00690	89-102	C2	S	32	1	2	29	38	1	2	3	4	11	24	36	21	1		sil	42.9	55.7	1.4	4.6

NSSC SSL Report Creation