*** Supplementary Characterization Data ***

Pedon ID: S1999OR023002

( Grant, Oregon )

Print Date: Apr 22 2025 8:43PM

Sampled as on Jul 31, 1999:	HAFMAU ; Clayey-skeletal, smectitic Lithic Ultic Argixerolls
Revised to :

				United States Department of Agriculture
SSL	-	Project	CP99OR167   LONG CREEK BLUES	Natural Resources Conservation Service
	-	Site ID	S1999OR023002   Lat: 44° 32' 47.13" north  Long: 119° 2' 4.50" west	National Soil Survey Center
	-	Pedon No.	99P0580	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
99P03893	3-13	A	S	100	92	86	77	71	70	68	67	64	57	44	33	25	66	65	63	59	54	0.11	0.034	--			>100	0.2
99P03894	13-28	Bt	S	100	91	85	76	70	68	65	64	62	56	46	37	31	64	62	61	58	54	0.20	0.033	--			>100	--
99P03895	28-38	Cr	S	100	100	100	100	100	100	100	100	67	47	30	20	13	83	69	60	51	42	0.26	0.093	0.001			>100	1.4

---

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							4A1d		4A1h
99P03892	0-3	Oi	S										19	8	--
99P03893	3-13	A	S	33	--	--	33	29	3	1	67	33	29	3	1	67		1.47	1.74	1.78	1.92	1.21	1.33	1.49	1.58	1.75	0.80	1.19
99P03894	13-28	Bt	S	36	--	--	36	30	5	1	64	36	30	5	1	64		1.46	1.87	1.80	1.91	1.17	1.32	1.61	1.58	1.73	0.82	1.26
99P03895	28-38	Cr	S		--	--	--	--	--	--	100	--				100		1.451

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						4C1
99P03893	3-13	A	S	19	--	--	19	16	2	1	81	7	16	14	14	31	14	0.70	1.33		0.52	0.190	2.4		3.2		0.11	0.13
99P03894	13-28	Bt	S	20	--	--	20	16	3	1	80	6	12	17	11	34	16	0.75	1.26		0.53	0.230	2.9		4.1		0.09	0.12
99P03895	28-38	Cr	S	--	--	--	--	--	--	--	100	32	16	7	45			0.61			1.16

*** Supplementary Characterization Data ***

Pedon ID: S1999OR023002

( Grant, Oregon )

Print Date: Apr 22 2025 8:43PM

Sampled As	:	HAFMAU		Clayey-skeletal, smectitic Lithic Ultic Argixerolls
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  99P0580

---

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
99P03892	0-3	Oi	S																				5.0
99P03893	3-13	A	S	44	44	5	17	39	34	2	4	4	8	12	25	45	61		sicl	18.8	43.4	37.8	6.2
99P03894	13-28	Bt	S	52	52	9	15	33	44	1	4	5	8	13	22	46	92		c	16.4	35.7	47.9	6.1
99P03895	28-38	Cr	S				67	33	15	20	16	11	10	11	14	19	15
99P03895	28-38	Cr	GP																cosl	58.2	28.6	13.2