NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 83AK130162

( Ketchikan Gateway Borough, Alaska )

Print Date: Feb 16 2025 6:30AM

Sampled as on Jul 1, 1983:	Plot No. 162 ; Thixotropic Typic Cryorthod
Revised to correlated:	Ulloa ; Coarse-loamy, mixed, superactive Typic Humicryods

				United States Department of Agriculture
SSL	-	Project	CP83AK250 TONGASS NATL FOREST	Natural Resources Conservation Service
	-	Site ID	S1983AK130162 Lat: 55° 58' 0.00" north Long: 133° 36' 45.01" west MLRA: 168	National Soil Survey Center
	-	Pedon No.	83P0832	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


83P04212	0-17	Bs1	S	100	100	100	100	100	94	87	78	63	45	29	16	7	70	65	58	49	40	0.30	0.110	0.003			>100	0.6
83P04213	17-25	Bs/E	S	100	100	100	100	100	97	93	86	75	56	41	25	13	81	76	71	61	50	0.09	0.050	0.001			83.3	0.6
83P04214	25-36	Bs2	S	100	99	99	98	97	91	85	74	58	36	21	11	4	67	60	53	41	30	0.49	0.206	0.005			>100	1.1
83P04215	36-82	CB	S	100	99	99	98	98	89	79	67	50	33	19	10	4	58	51	45	36	29	1.15	0.442	0.005			>100	0.5

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

83P04211	6-0	Oe/Oa	S										--	1	2
83P04212	0-17	Bs1	S	22	--	--	22	--	13	9	78	22	--	13	9	78		1.61¹
83P04213	17-25	Bs/E	S	14	--	--	14	--	7	7	86	14	--	7	7	86		1.55¹
83P04214	25-36	Bs2	S	26	--	--	26	3	12	11	74	26	3	12	11	74		1.65¹
83P04215	36-82	CB	S	33	--	--	33	2	19	12	67	33	2	19	12	67		1.71¹

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: 83AK130162

( Ketchikan Gateway Borough, Alaska )

Print Date: Feb 16 2025 6:30AM

Sampled As	:	Plot No. 162		Thixotropic Typic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 83P0832

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

83P04211	6-0	Oe/Oa	S														30
83P04212	0-17	Bs1	S	13	--	--	13	--	8	5	87	23	20	4	39		28		5.90		2.03
83P04213	17-25	Bs/E	S	8	--	--	8	--	4	4	92	21	22	8	42		29		3.70		1.37
83P04214	25-36	Bs2	S	16	--	--	16	2	8	7	84	27	16	2	38		32		8.79		3.02
83P04215	36-82	CB	S	21	--	--	21	1	12	8	79	24	16	2	35		31		6.09		2.52

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

83P04211	6-0	Oe/Oa	S																				3.8
83P04212	0-17	Bs1	S	24	24	24	40	36	7	11	8	9	13	12	16	31	10		l	48.1	43.0	8.9	4.4
83P04213	17-25	Bs/E	S	16	16	16	42	42	15	7	7	7	13	16	12	39	18		l	41.9	42.5	15.6	4.0
83P04214	25-36	Bs2	S	27	27	24	46	27	4	10	10	11	17	15	14	24	6		fsl	59.4	35.3	5.3	4.4
83P04215	36-82	CB	S	34	34	32	39	26	4	14	11	10	13	11	16	24	6		sl	56.6	38.0	5.4	4.6

NSSC SSL Report Creation