NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S09WA053101

( Pierce, Washington )

Print Date: Nov 23 2024 7:39AM

Sampled as on Aug 9, 2009:	McChord ; Loamy-skeletal, isotic, mesic Vitrandic Dystroxerepts
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2010USWA038 Influence of Volcanic Ash in Puget Sound Area [MLRA 2]	Natural Resources Conservation Service
	-	Site ID	09-BAL-101 Lat: 47° 2' 35.00" north Long: 122° 38' 43.31" west MLRA: 2	National Soil Survey Center
	-	Pedon No.	10N0473	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


10N01925	5-20	A	S	100	96	94	90	87	74	60	54	45	27	13	6	1	51	47	39	30	23	4.70	0.802	0.011			>100	0.2
10N01926	20-53	Bw1	S	100	97	95	91	89	78	66	59	47	28	14	6	1	55	49	41	31	24	2.26	0.537	0.010			>100	0.3
10N01927	53-76	Bw2	S	100	96	94	90	87	74	61	54	44	25	11	4	tr	51	46	38	28	21	4.16	0.908	0.017			>100	0.2
10N01928	76-119	Bg	S	100	98	96	94	92	76	60	52	41	19	6	3	--	49	44	34	23	14	4.70	1.301	0.032			>100	0.2

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


10N01925	5-20	A	S	46			46	13	27	6	54	46	13	27	6	54		1.83¹			2.14³
10N01926	20-53	Bw1	S	41			41	11	23	7	59	41	11	23	7	59		1.78¹			2.11³
10N01927	53-76	Bw2	S	46			46	13	26	7	54	46	13	26	7	54		1.84¹			2.15³
10N01928	76-119	Bg	S	48			48	8	32	8	52	48	8	32	8	52		1.85¹			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.

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---)


10N01925	5-20	A	S	32	--	--	32	9	19	4	68	22	15	1			19		18.28		4.04
10N01926	20-53	Bw1	S	28	--	--	28	7	15	5	72	24	15	1			17		14.05		3.84
10N01927	53-76	Bw2	S	32	--	--	32	9	18	5	68	23	14	tr			19		19.75		6.88
10N01928	76-119	Bg	S	34	--	--	34	6	22	6	66	27	9	--			8

*** Supplementary Characterization Data ***

Pedon ID: S09WA053101

( Pierce, Washington )

Print Date: Nov 23 2024 7:39AM

Sampled As	:	McChord		Loamy-skeletal, isotic, mesic Vitrandic Dystroxerepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 10N0473

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

10N01925	5-20	A	S	47	47	33	32	22	1	5	9	14	17	14	19	22	3		fsl	57.9	39.6	2.5	4.9
10N01926	20-53	Bw1	S	41	41	30	36	23	1	7	9	14	17	14	17	22	2		sl	60.0	38.1	1.9	5.1
10N01927	53-76	Bw2	S	46	46	33	34	20	tr	6	9	16	18	14	18	19	1		sl	62.0	37.2	0.8	5.3
10N01928	76-119	Bg	S							6	10	18	22	17	14	12	--		ls	74.0	26.0	--	5.4

NSSC SSL Report Creation