NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2012WA053589

( Pierce, Washington )

Print Date: Nov 21 2024 1:12PM

Sampled as on Nov 14, 2012:	Humic Vitricryand ; Ashy-skeletal, amorphic Humic Vitricryands
Revised to correlated on Dec 3, 2014:	Summerland ; Ashy-skeletal, glassy Humic Vitricryands

				United States Department of Agriculture
SSL	-	Project	C2013USWA047 Mount Rainier Nat. Park	Natural Resources Conservation Service
	-	Site ID	S2012WA053589 Lat: 46° 50' 50.79" north Long: 121° 31' 32.14" west MLRA: 3	National Soil Survey Center
	-	Pedon No.	13N0644	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


13N03031	6-20	A1	S	100	96	94	90	87	87	86	86	68	16	7	4	1	86	79	35	18	13	0.37	0.315	0.032			11.5	3.0
13N03032	20-42	A2	S	100	98	97	95	94	88	81	70	55	29	15	8	4	66	58	47	34	22	0.61	0.301	0.007			86.0	1.5
13N03033	42-68	A3	S	100	99	98	97	96	84	71	53	30	12	7	4	2	45	33	20	14	10	2.79	1.520	0.048			58.6	1.3
13N03034	68-76	Bw1	S	100	100	100	100	100	99	97	94	83	49	27	15	7	93	87	72	56	40	0.13	0.078	0.003			43.8	1.6

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


13N03031	6-20	A1	S	14			14	13	1	tr	86	14	13	1	tr	86		1.55¹			1.97³
13N03032	20-42	A2	S	30			30	6	13	11	70	30	6	13	11	70		1.68¹			2.05³
13N03033	42-68	A3	S	47			47	4	25	18	53	47	4	25	18	53		1.84¹			2.15³
13N03034	68-76	Bw1	S	6			6	--	3	3	94	6	--	3	3	94		1.49¹			1.93³

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---)


13N03031	6-20	A1	S	8	--	--	8	8	1	tr	92	43	7	1			17		17.82		3.18
13N03032	20-42	A2	S	19	--	--	19	4	8	7	81	31	11	3			18				1.90
13N03033	42-68	A3	S	32	--	--	32	3	17	12	68	29	6	1			15				3.09
13N03034	68-76	Bw1	S	3	--	--	3	--	2	2	97	31	19	4			15				1.52

*** Supplementary Characterization Data ***

Pedon ID: S2012WA053589

( Pierce, Washington )

Print Date: Nov 21 2024 1:12PM

Sampled As	:	Humic Vitricryand		Ashy-skeletal, amorphic Humic Vitricryands
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 13N0644

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

13N03031	6-20	A1	S	14	14	1	74	12	1	tr	8	52	20	7	7	7	2		ls	85.1	13.2	1.7	3.8
13N03032	20-42	A2	S	31	31	25	50	19	5	7	12	16	20	18	11	16	7		sl	68.4	25.4	6.2	4.3
13N03033	42-68	A3	S	48	48	44	44	9	2	15	24	25	13	7	6	10	3		lcos	80.8	15.9	3.3	4.6
13N03034	68-76	Bw1	S	6	6	6	58	35	7	1	8	16	19	18	14	24	8		fsl	57.8	35.1	7.1	4.6

NSSC SSL Report Creation