NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2008WA063003

( Spokane, Washington )

Print Date: Feb 3 2025 5:56PM

Sampled as on Aug 17, 2008:	Gibbs ; Fine-loamy, isotic, mesic Vitrandic Argixeroll
Revised to correlated:	Seaboldt ; Coarse-loamy, mixed, superactive, mesic Vitrandic Haploxerolls

				United States Department of Agriculture
SSL	-	Project	R2009USWA046 Update 1968 Survey City of Spokane	Natural Resources Conservation Service
	-	Site ID	S2008WA063003 Lat: 47° 37' 22.89" north Long: 117° 22' 13.08" west MLRA: 9	National Soil Survey Center
	-	Pedon No.	09N0248	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


09N01582	1-20	Ap	S	100	100	100	100	100	99	97	90	76	59	37	23	14	86	78	70	63	55	0.08	0.039	0.001			77.4	1.2
09N01583	20-33	BA	S	100	100	100	99	99	97	95	84	69	54	34	21	13	80	71	63	57	50	0.16	0.052	0.001			>100	0.9
09N01584	33-56	Bt	S	100	100	100	99	99	96	92	81	65	46	28	17	10	77	67	58	49	42	0.30	0.106	0.002			>100	0.9
09N01585	56-81	BC	S	100	99	98	97	96	89	81	66	40	22	14	9	6	56	44	29	24	20	1.29	0.706	0.007			>100	7.4

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


09N01582	1-20	Ap	S	10			10	--	3	7	90	10	--	3	7	90		1.52¹			1.95³
09N01583	20-33	BA	S	16			16	1	4	11	84	16	1	4	11	84		1.56¹			1.97³
09N01584	33-56	Bt	S	19			19	1	7	11	81	19	1	7	11	81		1.59¹			1.99³
09N01585	56-81	BC	S	36		3	33	4	15	15	64	34	4	15	15	66		1.73¹			2.08³

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---)


09N01582	1-20	Ap	S	6	--	--	6	--	2	4	94	20	23	8			11	0.26	1.47		0.59
09N01583	20-33	BA	S	9	--	--	9	1	2	6	91	20	22	8			7	0.29	1.34		0.55
09N01584	33-56	Bt	S	12	--	--	11	1	4	7	88	23	19	6			6	0.28	1.36		0.58
09N01585	56-81	BC	S	23	--	2	21	3	10	10	77	29	9	4			3	0.20	1.43		0.60

*** Supplementary Characterization Data ***

Pedon ID: S2008WA063003

( Spokane, Washington )

Print Date: Feb 3 2025 5:56PM

Sampled As	:	Gibbs		Fine-loamy, isotic, mesic Vitrandic Argixeroll
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 09N0248

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

09N01582	1-20	Ap	S	12	12	12	41	47	16	5	11	11	10	10	23	31	19		l	39.0	45.3	15.7	6.1
09N01583	20-33	BA	S	18	18	17	39	42	15	6	12	11	9	10	22	30	18		l	40.9	43.9	15.2	5.7
09N01584	33-56	Bt	S	21	21	20	43	36	11	6	14	13	12	10	21	25	14		l	47.8	39.9	12.3	5.7
09N01585	56-81	BC	S	38	35	32	47	15	6	16	21	24	9	7	10	13	9		cosl	69.9	21.5	8.6	5.8

NSSC SSL Report Creation