NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 83AK130004

( Ketchikan Gateway Borough, Alaska )

Print Date: Nov 23 2024 7:33PM

Sampled as on Jun 29, 1983:	Sarkar ; Thixotropic Humic Lithic Cryorthods
Revised to correlated on Aug 1, 1992:	(unnamed) ; Coarse-loamy, mixed Lithic Cryumbrept

				United States Department of Agriculture
SSL	-	Project	CP83AK250 TONGASS NATL FOREST	Natural Resources Conservation Service
	-	Site ID	S1983AK130004 Lat: 55° 0' 10.00" north Long: 133° 9' 36.01" west MLRA: 168	National Soil Survey Center
	-	Pedon No.	83P0835	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


83P04226	0-3	E	S	100	98	97	95	94	89	84	78	69	59	46	26	13	74	70	66	61	56	0.08	0.028	0.001			68.9	0.4
83P04227	3-19	Bs1	S	100	100	100	99	99	95	91	86	76	67	51	30	15	82	77	73	69	64	0.04	0.019	0.001			43.0	0.8
83P04228	19-36	Bs2	S	100	100	100	100	100	97	93	82	54	41	28	16	9	65	56	50	44	38	0.70	0.249	0.002			>100	0.4
83P04229	36-42	BC	S	100	100	100	100	100	100	99	96	82	71	51	28	12	89	83	79	74	68	0.03	0.019	0.001			23.6	0.7

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

83P04224	20-10	O	S										--	--	--
83P04225	10-0	Oa	S										--	--	1
83P04226	0-3	E	S	22	--	--	22	6	10	6	78	22	6	10	6	78		1.60¹
83P04227	3-19	Bs1	S	14	--	--	14	1	8	5	86	14	1	8	5	86		1.55¹
83P04228	19-36	Bs2	S	18	--	--	18	--	7	11	82	18	--	7	11	82		1.58¹
83P04229	36-42	BC	S	4	--	--	4	--	1	3	96	4	--	1	3	96		1.48¹

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: 83AK130004

( Ketchikan Gateway Borough, Alaska )

Print Date: Nov 23 2024 7:33PM

Sampled As	:	Sarkar		Thixotropic Humic Lithic Cryorthods
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 83P0835

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

83P04224	20-10	O	S														28
83P04226	0-3	E	S	13	--	--	13	4	6	4	87	13	27	8	40		21		1.39		0.55
83P04227	3-19	Bs1	S	8	--	--	8	1	5	3	92	13	28	9	42		14		1.53		0.56
83P04228	19-36	Bs2	S	11	--	--	11	--	4	6	89	26	17	5	40		12		2.26		0.79
83P04229	36-42	BC	S	2	--	--	2	--	1	2	98	16	31	7	44		14		2.75		0.92

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

83P04224	20-10	O	S																				3.3
83P04225	10-0	Oa	S																				3.2
83P04226	0-3	E	S	25	25	18	25	50	15	6	6	5	8	8	16	51	20		sil	27.7	55.8	16.5	3.2
83P04227	3-19	Bs1	S	17	17	15	26	57	18	6	7	6	6	7	18	50	22		sil	26.0	56.1	17.9	3.5
83P04228	19-36	Bs2	S	20	20	20	49	32	10	23	13	8	8	9	14	26	12		cosl	53.9	35.3	10.8	4.1
83P04229	36-42	BC	S	5	5	5	32	63	14	9	7	5	5	7	20	46	14		sil	29.4	58.1	12.5	4.5

NSSC SSL Report Creation