NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1997OR003002

( Benton, Oregon )

Print Date: Nov 26 2024 10:11PM

Sampled as :	Hummington ; Medial-skeletal, ferrihydritic Typic Fulvicryand
Revised to correlated:	Newanna ; Medial-skeletal, ferrihydritic Pachic Fulvicryands

				United States Department of Agriculture
SSL	-	Project	CP98OR017 BENTON COUNTY	Natural Resources Conservation Service
	-	Site ID	S1997OR003002 Lat: 44° 16' 43.00" north Long: 123° 36' 18.01" west	National Soil Survey Center
	-	Pedon No.	98P0075	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


98P00495	0-20	A1	S	100	95	92	87	83	70	56	51	41	31	23	15	9	47	42	37	33	29	5.78	1.647	0.002			>100	0.2
98P00496	20-48	A2	S	100	96	93	88	85	73	60	54	42	33	24	15	8	50	43	39	35	31	4.70	1.069	0.003			>100	0.2
98P00497	48-66	Bw1	S	100	98	96	94	92	80	68	59	48	37	27	16	8	54	49	44	39	35	2.20	0.552	0.002			>100	0.2
98P00498	66-97	Bw2	S	100	95	92	87	84	76	68	63	56	46	32	18	9	61	57	53	48	43	0.87	0.141	0.002			>100	0.2

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

98P00495	0-20	A1	S	51	--	4	47	16	26	5	49	49	17	27	5	51		1.90¹
98P00496	20-48	A2	S	50	--	7	43	14	23	6	50	46	15	25	6	54		1.86¹
98P00497	48-66	Bw1	S	53	--	21	32	6	19	7	47	41	8	24	9	59		1.92¹
98P00498	66-97	Bw2	S	75	--	60	15	6	6	2	25	37	16	16	5	63		2.20¹

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.

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

98P00495	0-20	A1	S	36	--	3	33	11	19	4	64	15	13	6	28				4.10		1.75
98P00496	20-48	A2	S	36	--	5	31	10	16	4	64	16	15	6	30				4.13		1.95
98P00497	48-66	Bw1	S	38	--	15	23	4	14	5	62	14	15	5	28				3.50		1.86
98P00498	66-97	Bw2	S	63	--	50	13	5	5	2	37	7	11	3	17				2.13		1.17

*** Supplementary Characterization Data ***

Pedon ID: S1997OR003002

( Benton, Oregon )

Print Date: Nov 26 2024 10:11PM

Sampled As	:	Hummington		Medial-skeletal, ferrihydritic Typic Fulvicryand
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 98P0075

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

98P00495	0-20	A1	S	56	51	34	23	21	10	9	13	12	9	9	15	33	22		l	42.8	39.4	17.8	4.2
98P00496	20-48	A2	S	54	47	31	23	22	8	10	14	10	8	9	15	34	18		l	43.1	41.4	15.5	4.4
98P00497	48-66	Bw1	S	57	34	28	21	23	7	9	10	11	9	9	16	36	16		l	40.8	45.2	14.0	4.6
98P00498	66-97	Bw2	S	78	16	8	8	14	4	4	7	8	8	10	21	41	18		sil	32.0	53.1	14.9	4.7

NSSC SSL Report Creation