NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1998WA061002

( Snohomish, Washington )

Print Date: Dec 11 2024 4:05PM

Sampled as on May 30, 1998:	TOKUL ; Medial, amorphic, mesic Aquic Vitrixerands
Revised to :

				United States Department of Agriculture
SSL	-	Project	RP98WA113 SNOHOMISH COUNTY	Natural Resources Conservation Service
	-	Site ID	S1998WA061002 Lat: 47° 45' 5.00" north Long: 121° 52' 18.99" west	National Soil Survey Center
	-	Pedon No.	98P0398	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


98P02298	10-30	Bs1	S	100	95	92	87	83	71	58	43	34	20	10	5	2	39	35	30	23	17	5.26	2.980	0.019			>100	0.7
98P02299	30-48	Bs2	S	100	95	92	87	83	74	64	49	40	23	12	6	2	46	42	35	26	19	3.74	2.117	0.012			>100	0.5
98P02300	48-66	Bs3	S	100	95	91	86	82	75	67	54	43	23	10	5	1	50	45	37	26	19	2.97	0.961	0.018			>100	0.4

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
													3B1	3B1	3B1

98P02298	10-30	Bs1	S	57	--	--	57	17	25	15	43	57	17	25	15	43		1.97¹
98P02299	30-48	Bs2	S	51	--	--	51	17	19	15	49	51	17	19	15	49		1.89¹
98P02300	48-66	Bs3	S	46	--	--	46	18	15	13	54	46	18	15	13	54		1.83¹

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.

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---)
																					8D1

98P02298	10-30	Bs1	S	42	--	--	42	13	18	11	58	19	11	1	26				5.40		2.35
98P02299	30-48	Bs2	S	36	--	--	36	12	14	11	64	21	12	2	29				4.56		2.06
98P02300	48-66	Bs3	S	32	--	--	32	13	10	9	68	25	12	1	31				6.65		2.88

*** Supplementary Characterization Data ***

Pedon ID: S1998WA061002

( Snohomish, Washington )

Print Date: Dec 11 2024 4:05PM

Sampled As	:	TOKUL		Medial, amorphic, mesic Aquic Vitrixerands
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 98P0398

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	3A1a1a	3A1a1a	3A1a1a	4C1a2a

98P02298	10-30	Bs1	S	58	58	41	27	15	2	9	11	13	17	15	16	20	4		sl	61.2	34.5	4.3	4.9
98P02299	30-48	Bs2	S	52	52	35	30	17	3	6	10	13	19	15	16	21	5		fsl	60.3	34.7	5.0	4.9
98P02300	48-66	Bs3	S	47	47	28	36	18	1	7	11	14	21	14	16	17	3		sl	65.4	32.0	2.6	5.2

NSSC SSL Report Creation