NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2002ID057007

( Latah, Idaho )

Print Date: Nov 25 2024 1:08AM

Sampled as on Jul 29, 2002:	Stewah ; Fine-silty, isotic, frigid Vitrandic Hapludalfs
Revised to correlated on Mar 23, 2013:	Stewah ; Coarse-silty, mixed, active, frigid Ultic Hapludalfs

				United States Department of Agriculture
SSL	-	Project	C2002USID158 LATAH & W. BENEWAH CO.s	Natural Resources Conservation Service
	-	Site ID	S2002ID057007 Lat: 47° 0' 53.20" north Long: 116° 49' 47.59" west MLRA: 43A	National Soil Survey Center
	-	Pedon No.	02N1049	Kellogg 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
																									3H	3H

02N05390	0-3	Oi	S	100	100	100	100	100	100	100	100
02N05391	3-9	A1	S	100	100	100	100	100	100	100	100	99	93	57	29	11	100	99	99	97	87	0.02	0.014	0.002	0	NP	13.6	0.8
02N05392	9-15	A2	S	100	100	100	100	100	100	99	98	97	89	55	29	11	98	97	96	94	84	0.02	0.015	0.002	42	5	15.2	0.8
02N05393	15-28	E	S	100	100	100	100	100	100	99	98	97	84	47	25	10	98	97	95	90	77	0.03	0.022	0.002			16.2	0.8
02N05394	28-53	Bt1	S	100	100	100	100	100	100	99	97	96	84	47	25	11	97	96	95	89	74	0.03	0.022	0.002			20.0	0.9
02N05395	53-76	Bt2	S	100	100	100	100	100	100	99	98	97	84	47	26	13	98	97	96	90	73	0.03	0.022	0.001	23	3	25.2	1.1
02N05396	76-91	Bt3	S	100	100	100	100	100	100	99	98	96	84	49	28	14	98	97	95	90	73	0.03	0.021	0.001			29.7	1.1
02N05397	91-116	2C1	S	100	82	69	50	37	33	28	26	25	21	11	6	3	26	25	25	23	19	31.37	25.223	0.014			>100	97.0
02N05398	116-145	2C2	S	100	82	69	51	38	35	32	30	29	25	12	7	3	30	29	28	27	21	30.93	24.784	0.012			>100	10.4
02N05399	145-160	2C3	S	100	96	94	90	87	73	59	57	56	48	24	14	7	57	56	56	53	40	4.94	0.087	0.003			>100	0.1

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
																						DbWR1		DbWR1

02N05390	0-3	Oi	S	--			--	--	--	--	100	--	--	--	--	100
02N05391	3-9	A1	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
02N05392	9-15	A2	S	2			2	--	1	1	98	2	--	1	1	98		1.01	1.02	1.28	1.63	1.00	1.01	1.01	1.27	1.62	1.62	1.65
02N05393	15-28	E	S	2			2	--	1	1	98	2	--	1	1	98		1.65	1.68	1.96	2.03	1.64	1.66	1.67	1.96	2.02	0.61	0.62
02N05394	28-53	Bt1	S	3			3	--	1	2	97	3	--	1	2	97		1.64	1.70	1.95	2.02	1.61	1.65	1.67	1.93	2.00	0.62	0.65
02N05395	53-76	Bt2	S	2			2	--	1	1	98	2	--	1	1	98		1.55	1.59	1.84	1.97	1.54	1.57	1.58	1.83	1.96	0.71	0.72
02N05396	76-91	Bt3	S	2			2	--	1	1	98	2	--	1	1	98		1.54	1.59	1.85	1.96	1.53	1.56	1.58	1.84	1.95	0.72	0.73
02N05397	91-116	2C1	S	74			74	63	9	2	26	74	63	9	2	26		2.18¹			2.36³
02N05398	116-145	2C2	S	70			70	62	6	2	30	70	62	6	2	30		2.30	2.33	2.42	2.43	1.75	1.79	1.81	2.03	2.09	0.15	0.51
02N05399	145-160	2C3	S	43			43	13	28	2	57	43	13	28	2	57		2.22	2.26	2.38	2.38	1.98	2.02	2.04	2.23	2.23	0.19	0.34

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.
³The saturated 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: S2002ID057007

( Latah, Idaho )

Print Date: Nov 25 2024 1:08AM

Sampled As	:	Stewah		Fine-silty, isotic, frigid Vitrandic Hapludalfs
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 02N1049

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---)


02N05390	0-3	Oi	S	--	--	--	--	--	--	--	100
02N05391	3-9	A1	S	--	--	--	--	--	--	--	100	7	41	6			22	0.07	3.48		1.46
02N05392	9-15	A2	S	tr	--	--	1	--	tr	tr	100	6	28	4	35	27	21	0.06	2.42		0.86	0.026	0.3	0.3	0.3	0.3	0.17	0.17
02N05393	15-28	E	S	1	--	--	1	--	1	1	99	13	41	6	7	31	6	0.09	1.08		0.51	0.057	0.4	0.6	0.4	0.6	0.23	0.23
02N05394	28-53	Bt1	S	2	--	--	2	--	1	1	98	14	38	7	7	31	11	0.23	1.03		0.55	0.103	0.8	1.2	0.8	1.2	0.21	0.21
02N05395	53-76	Bt2	S	1	--	--	1	--	1	1	99	14	35	7	13	29	9	0.30	1.13		0.53	0.070	0.6	0.9	0.6	0.9	0.19	0.19
02N05396	76-91	Bt3	S	1	--	--	1	--	1	1	99	14	34	8	11	31	7	0.39	0.98		0.51	0.076	0.6	1.1	0.6	1.1	0.19	0.20
02N05397	91-116	2C1	S	61	--	--	61	52	7	2	39	6	13	2			8	0.39	1.15		0.52
02N05398	116-145	2C2	S	61	--	--	61	54	5	2	39	8	15	3	2	11	7	0.46	0.99		0.46	0.096	0.3	0.4	0.8	1.1	0.07	0.18
02N05399	145-160	2C3	S	35	--	--	36	11	23	2	65	15	28	6	0	16	10	0.45	1.64		0.48	0.085	0.4	0.6	0.7	1.0	0.08	0.13

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	4C1a2a

02N05390	0-3	Oi	S																				5.0
02N05391	3-9	A1	S	--	--	--	15	85	12	tr	tr	1	2	12	34	51	12		sil	13.2	75.8	11.0	6.0
02N05392	9-15	A2	S	2	2	2	16	82	13	tr	1	1	2	12	33	50	13		sil	14.6	73.9	11.5	6.1
02N05393	15-28	E	S	2	2	2	24	74	12	tr	1	2	6	15	33	42	12		sil	21.9	67.5	10.6	5.5
02N05394	28-53	Bt1	S	3	3	3	26	71	13	tr	1	2	7	17	32	42	13		sil	23.4	65.0	11.6	5.1
02N05395	53-76	Bt2	S	2	2	2	28	69	14	tr	1	2	7	19	31	40	15		sil	25.2	62.0	12.8	4.7
02N05396	76-91	Bt3	S	2	2	2	29	69	16	tr	1	2	6	20	29	41	17		sil	25.1	60.5	14.4	4.3
02N05397	91-116	2C1	S	76	76	11	8	16	3	1	2	3	7	19	31	37	12		sil	28.7	60.3	11.0	4.1
02N05398	116-145	2C2	S	72	72	8	9	18	4	1	3	2	6	22	35	31	13		sil	30.1	58.5	11.4	4.2
02N05399	145-160	2C3	S	46	46	32	18	36	7	tr	1	1	7	25	31	35	13		sil	29.9	58.3	11.8	4.2

NSSC SSL Report Creation