NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2001OR039005

( Lane, Oregon )

Print Date: Nov 23 2024 11:16PM

Sampled as on Oct 24, 2001:	Dixonville ; Fine, mixed, superactive, mesic Ultic Argixeroll
Revised to correlated:	Dixonville ; Fine, mixed, superactive, mesic Pachic Ultic Argixerolls

				United States Department of Agriculture
SSL	-	Project	C2002USOR037 WILLAMETTE VALLEY	Natural Resources Conservation Service
	-	Site ID	01-DRJ-30 Lat: 43° 59' 40.32" north Long: 123° 3' 50.22" west MLRA: 2	National Soil Survey Center
	-	Pedon No.	02N0624	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

02N03134	0-10	A1	S	100	100	100	100	100	100	100	100	98	81	57	41	30	100	99	95	86	74	0.02	0.011	tr			54.0	0.4
02N03135	10-26	A2	S	100	100	100	100	100	100	100	100	97	80	57	41	31	100	99	93	84	74	0.02	0.011	tr			54.7	0.4
02N03136	26-51	AB	S	100	100	100	100	100	100	100	100	97	81	58	43	33	100	99	93	86	75	0.02	0.009	tr			54.1	0.3
02N03137	51-69	Bt	S	100	100	100	100	100	100	100	100	98	84	69	57	49	100	99	95	88	79	0.01	0.002	tr	70	41	21.8	0.3

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

02N03134	0-10	A1	S	15		15	--	--	--	--	85	--	--	--	--	100		1.45¹			1.90³
02N03135	10-26	A2	S	15		15	--	--	--	--	85	--	--	--	--	100		1.45¹			1.90³
02N03136	26-51	AB	S	16		16	--	--	--	--	84	--	--	--	--	100		1.34	1.58	1.61	1.83	1.34	1.44	1.58	1.66	1.83	0.98	0.98
02N03137	51-69	Bt	S	--			--	--	--	--	100	--	--	--	--	100		1.21	1.63	1.67	1.75	1.21	1.37	1.63	1.67	1.75	1.19	1.19

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.

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---)


02N03134	0-10	A1	S	--	--	8	--	--	--	--	100	14	24	16			11	0.35	1.34		0.49
02N03135	10-26	A2	S	--	--	8	--	--	--	--	100	14	24	17			9	0.37	1.18		0.49
02N03136	26-51	AB	S	--	--	8	--	--	--	--	100	13	21	17	22	27	7	0.43	1.13		0.47	0.171	2.7	5.6	2.4	5.6	0.10	0.12
02N03137	51-69	Bt	S	--	--	--	--	--	--	--	100	10	13	22	8	46	10	0.69	1.02		0.52	0.211	4.2	10.4	4.2	10.4	0.15	0.15

*** Supplementary Characterization Data ***

Pedon ID: S2001OR039005

( Lane, Oregon )

Print Date: Nov 23 2024 11:16PM

Sampled As	:	Dixonville		Fine, mixed, superactive, mesic Ultic Argixeroll
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 02N0624

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

02N03134	0-10	A1	S	20	--	--	30	50	34	--	1	7	12	17	24	39	42		cl	26.0	44.2	29.8	6.0
02N03135	10-26	A2	S	20	--	--	30	50	35	tr	2	8	13	15	24	38	45		cl	26.1	43.1	30.8	5.9
02N03136	26-51	AB	S	22	--	--	29	49	38	tr	2	8	11	16	25	38	49		cl	25.0	42.2	32.8	6.2
02N03137	51-69	Bt	S	--	--	--	42	58	97	tr	2	8	14	17	19	39	97		c	21.1	29.6	49.3	6.3

NSSC SSL Report Creation