*** Supplementary Characterization Data ***

Pedon ID: S2000OR003012

( Benton, Oregon )

Print Date: Nov 24 2024 4:12AM

Sampled as on Jul 10, 2000:	Chintimini ; Loamy-skeletal, isotic, frigid Typic Dystrudept
Revised to correlated:	Chintimini ; Loamy-skeletal, isotic, frigid Typic Dystrudepts

				United States Department of Agriculture
SSL	-	Project	C2001USOR060   BENTON COUNTY	Natural Resources Conservation Service
	-	Site ID	00-MHF-08   Lat: 44° 25' 36.29" north  Long: 123° 37' 45.30" west  MLRA: 1	National Soil Survey Center
	-	Pedon No.	01N0317	Kellogg Soil Survey Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska 68508-3866

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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
01N01958	10-23	A1	S	100	100	100	100	100	84	67	39	33	27	23	16	12	37	34	32	29	26	3.80	2.798	0.001			>100	4.4
01N01959	23-51	A2	S	100	99	99	98	98	86	74	50	44	35	29	21	15	49	45	42	37	33	2.86	2.000	0.001			>100	0.2
01N01960	51-97	Bw	S	100	97	95	91	89	78	67	60	55	42	34	24	17	59	56	51	44	39	2.00	0.217	0.001	43	9	>100	0.1
01N01961	97-119	C	S	100	99	99	98	98	86	74	58	46	33	28	20	14	55	48	41	35	31	2.23	0.597	0.001			>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
01N01958	10-23	A1	S	65		10	55	--	30	25	35	61	--	33	28	39		2.051			2.283
01N01959	23-51	A2	S	63		26	37	1	18	18	37	50	2	24	24	50		2.031			2.263
01N01960	51-97	Bw	S	70		50	20	6	11	4	30	40	11	22	7	60		2.121			2.323
01N01961	97-119	C	S	46		7	39	2	22	15	54	42	2	24	16	58		1.841			2.153

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.

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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---)
01N01958	10-23	A1	S	50	--	8	42	--	23	19	50	9	10	8			29		1.28		0.65
01N01959	23-51	A2	S	48	--	20	28	1	14	14	52	9	10	8			26		1.17		0.65
01N01960	51-97	Bw	S	56	--	40	16	5	9	3	44	8	9	7			19		0.91		0.56
01N01961	97-119	C	S	32	--	5	27	1	15	10	68	17	11	9			4		1.32		0.83

*** Supplementary Characterization Data ***

Pedon ID: S2000OR003012

( Benton, Oregon )

Print Date: Nov 24 2024 4:12AM

Sampled As	:	Chintimini		Loamy-skeletal, isotic, frigid Typic Dystrudept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  01N0317

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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
01N01958	10-23	A1	S	73	62	62	13	14	12	8	10	8	11	9	9	43	44		cl	33.3	36.3	30.4	4.3
01N01959	23-51	A2	S	71	42	40	14	15	13	4	11	10	14	11	11	41	43		cl	33.8	36.1	30.1	4.3
01N01960	51-97	Bw	S	77	22	16	11	12	9	2	6	12	17	11	11	40	40		cl	35.0	36.4	28.6	4.4
01N01961	97-119	C	S	53	45	43	29	19	15	7	16	16	14	8	7	33	32		l	46.0	30.0	24.0	4.2