NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2005WA063004

( Spokane, Washington )

Print Date: Dec 11 2024 3:31PM

Sampled as on Sep 11, 2005:	Hardesty ; Ashy, glassy, mesic Aquic Vitrixerand
Revised to correlated:	Hardesty ; Ashy, glassy, mesic Oxyaquic Vitrandic Haploxerepts

				United States Department of Agriculture
SSL	-	Project	C2006USWA023 Spokane Co.	Natural Resources Conservation Service
	-	Site ID	S2005WA063004 Lat: 47° 22' 30.40" north Long: 117° 41' 10.00" west MLRA: 9	National Soil Survey Center
	-	Pedon No.	06N0191	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


06N00657	8-23	A	S	100	100	100	99	99	96	92	84	81	73	47	27	15	82	81	80	77	67	0.04	0.023	0.001			37.0	1.0
06N00658	23-65	Bw1	S	100	99	99	98	98	96	93	88	86	77	49	30	18	87	86	85	82	70	0.03	0.021	0.001			43.4	1.0
06N00659	65-86	2Bw2	S	100	100	100	100	100	99	97	93	91	82	46	26	13	92	91	91	87	75	0.03	0.022	0.001			25.6	1.1
06N00660	86-152	2C	S	100	100	100	100	100	100	100	100	100	93	53	25	7	100	100	99	97	88	0.02	0.017	0.002			10.3	0.7

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


06N00657	8-23	A	S	16			16	1	7	8	84	16	1	7	8	84		1.56¹			1.97³
06N00658	23-65	Bw1	S	12			12	2	5	5	88	12	2	5	5	88		1.53¹			1.95³
06N00659	65-86	2Bw2	S	7			7	tr	3	4	93	7	tr	3	4	93		1.50¹			1.93³
06N00660	86-152	2C	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³

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---)


06N00657	8-23	A	S	9	--	--	9	1	4	5	91	10	31	9			16		1.59		0.79
06N00658	23-65	Bw1	S	7	--	--	7	1	3	3	93	10	30	10			12		1.16		0.68
06N00659	65-86	2Bw2	S	4	--	--	4	tr	2	2	96	10	35	7			6		1.17		0.77
06N00660	86-152	2C	S	--	--	--	--	--	--	--	100	7	44	4			3		1.50		1.10

*** Supplementary Characterization Data ***

Pedon ID: S2005WA063004

( Spokane, Washington )

Print Date: Dec 11 2024 3:31PM

Sampled As	:	Hardesty		Ashy, glassy, mesic Aquic Vitrixerand
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 06N0191

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

06N00657	8-23	A	S	19	19	18	20	62	17	2	2	1	5	14	30	46	21		sil	19.9	62.8	17.3	5.5
06N00658	23-65	Bw1	S	15	15	12	21	64	21	1	1	1	5	17	31	44	25		sil	20.0	60.0	20.0	6.0
06N00659	65-86	2Bw2	S	8	8	8	20	71	15	2	1	1	4	15	36	42	16		sil	19.2	67.0	13.8	6.4
06N00660	86-152	2C	S	--	--	--	13	87	7	--	tr	1	2	10	38	49	7		si	12.3	80.9	6.8	6.3

NSSC SSL Report Creation