*** Supplementary Characterization Data ***

Pedon ID: S2008WA063005

( Spokane, Washington )

Print Date: Nov 23 2024 7:35AM

Sampled as on Aug 17, 2008:	Spens ; Sandy-skeletal, mixed, mesic Typic Xerorthent
Revised to correlated:	Spens ; Sandy-skeletal, mixed, mesic Calcic Haploxerolls

				United States Department of Agriculture
SSL	-	Project	R2009USWA046   Update 1968 Survey City of Spokane	Natural Resources Conservation Service
	-	Site ID	S2008WA063005   Lat: 47° 39' 25.18" north  Long: 117° 26' 53.34" west  MLRA: 9	National Soil Survey Center
	-	Pedon No.	09N0250	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
09N01591	3-8	A	S	100	99	99	98	97	85	73	47	27	24	14	7	3	33	27	26	25	22	3.07	2.207	0.009			>100	17.5
09N01592	8-30	BCq	S	100	100	100	99	99	86	73	42	14	11	6	4	2	23	14	13	12	10	3.28	2.493	0.047			69.7	10.9
09N01593	30-127	Bkq1	S	100	100	100	100	100	89	77	43	3	1	1	tr	tr	20	4	2	1	1	3.07	2.385	0.655			4.7	0.9
09N01594	127-203	Bkq2	S	100	100	100	100	100	99	98	78	10	2	2	1	1	38	12	4	2	2	1.47	1.238	0.416			3.5	1.1

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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
09N01591	3-8	A	S	53			53	3	24	26	47	53	3	24	26	47		1.911			2.193
09N01592	8-30	BCq	S	58			58	1	26	31	42	58	1	26	31	42		1.971			2.233
09N01593	30-127	Bkq1	S	57			57	--	23	34	43	57	--	23	34	43		1.951			2.213
09N01594	127-203	Bkq2	S	22			22	--	2	20	78	22	--	2	20	78		1.601			2.003

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---)
09N01591	3-8	A	S	38	--	--	38	2	17	19	62	18	14	2			14		3.81		2.51
09N01592	8-30	BCq	S	43	--	--	43	1	19	23	57	23	6	1			11				0.88
09N01593	30-127	Bkq1	S	41	--	--	41	--	17	25	59	30	1	tr			2				6.50
09N01594	127-203	Bkq2	S	13	--	--	13	--	1	12	87	47	1	1							1.07

*** Supplementary Characterization Data ***

Pedon ID: S2008WA063005

( Spokane, Washington )

Print Date: Nov 23 2024 7:35AM

Sampled As	:	Spens		Sandy-skeletal, mixed, mesic Typic Xerorthent
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  09N0250

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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
09N01591	3-8	A	S	55	55	52	26	20	3	31	14	2	2	7	20	24	7		cosl	52.9	40.3	6.8	5.8
09N01592	8-30	BCq	S	59	59	58	32	9	2	48	21	2	3	4	10	12	4		lcos	75.6	20.4	4.0	6.9
09N01593	30-127	Bkq1	S	57	57	57	42	1	tr	53	39	5	1	tr	tr	2	tr		cos	97.5	2.3	0.2	7.8
09N01594	127-203	Bkq2	S	22	22	22	77	1	1	53	33	11	2	tr	tr	1	1		cos	97.4	1.2	1.4	7.8