NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2016OR047001

( Marion, Oregon )

Print Date: Nov 23 2024 4:32PM

Sampled as on Oct 17, 2016:	Tumble ; Medial-skeletal, amorphic Typic Fulvicryands
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2017USOR030 NWCA Intensification - OR	Natural Resources Conservation Service
	-	Site ID	S2016OR047001 Lat: 44° 48' 40.14" north Long: 121° 52' 0.52" west MLRA: 3	National Soil Survey Center
	-	Pedon No.	17N0136	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


17N00819	4-26	A	S	100	100	100	100	100	99	97	95	91	69	52	32	19	95	93	85	73	64	0.04	0.018	0.001			55.3	0.7
17N00820	26-60	AB	S	100	98	97	94	93	89	85	81	77	61	42	21	7	80	78	73	65	55	0.07	0.035	0.002			28.0	0.5
17N00821	60-80	Bt	S	100	94	91	85	81	77	72	70	68	57	37	18	5	70	69	66	61	49	0.09	0.053	0.003			32.0	0.6

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

17N00819	4-26	A	S	21		17	4	tr	2	2	79	5	tr	3	2	95		1.60¹			2.00³
17N00820	26-60	AB	S	75	43	26	6	2	2	1	25	19	7	8	4	81		1.54	1.61	1.72	1.96	0.68	0.71	0.74	1.02	1.42	0.72	2.90
17N00821	60-80	Bt	S	73	37	24	12	7	4	1	27	30	19	9	2	70		2.17¹			2.35³

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---)


17N00819	4-26	A	S	13	--	10	2	tr	1	1	87	16	23	10			11		5.95		2.55
17N00820	26-60	AB	S	44	25	15	3	1	1	1	56	5	9	1	24	18	11		8.84		3.18	0.354	0.9	1.5	1.4	2.9	0.09	0.16
17N00821	60-80	Bt	S	59	30	19	10	6	3	1	41	7	14	2			12		9.34		3.56

*** Supplementary Characterization Data ***

Pedon ID: S2016OR047001

( Marion, Oregon )

Print Date: Nov 23 2024 4:32PM

Sampled As	:	Tumble		Medial-skeletal, amorphic Typic Fulvicryands
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 17N0136

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		4F2

17N00819	4-26	A	S	25	5	5	31	44	19	tr	2	11	16	12	15	43	25		l	33.0	47.2	19.8	5.7		1.55
17N00820	26-60	AB	S	77	6	3	8	15	2	1	2	7	11	13	18	47	9		sil	31.7	60.1	8.2	5.9
17N00821	60-80	Bt	S	74	12	5	8	17	2	1	2	3	8	19	19	49	8		sil	30.1	62.8	7.1	5.9

NSSC SSL Report Creation