NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1998WA061001

( Snohomish, Washington )

Print Date: May 1 2024 8:15PM

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	S1998WA061001 Lat: 47° 30' 16.00" north Long: 121° 52' 35.00" west	National Soil Survey Center
	-	Pedon No.	98P0397	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


98P02291	6-10	A	S	100	99	99	98	97	88	79	66	57	40	25	15	8	63	58	52	43	35	0.66	0.198	0.003			>100	0.6
98P02292	10-25	Bs1	S	100	96	93	89	86	80	74	58	43	25	12	6	2	52	45	38	29	21	2.23	0.837	0.012			>100	0.5
98P02293	25-46	Bs2	S	100	95	92	87	84	70	55	42	29	18	9	5	2	35	30	25	19	15	5.98	3.384	0.023			>100	1.8
98P02294	46-64	Bs3	S	100	96	93	89	86	74	61	43	34	21	10	5	2	40	36	31	23	17	4.48	2.788	0.020			>100	0.6
98P02295	64-76	BC	S	100	96	93	88	85	71	56	39	23	12	7	3	1	32	24	19	14	10	5.70	3.476	0.045			>100	2.9
98P02296	76-91	2Bsm1	S	100	88	79	67	58	47	36	26	14	7	4	2	1	21	15	11	8	6	20.28	11.433	0.169			>100	2.3
98P02297	91-152	2Bsm2	S	100	89	81	69	61	52	43	35	25	12	4	2	tr	31	27	21	14	9	17.58	8.091	0.054			>100	0.8

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							4A1d		4A1h

98P02289	0-4	Oi	S										--	6	--
98P02290	4-6	Oa	S										--	8	4
98P02291	6-10	A	S	34	--	--	34	3	18	13	66	34	3	18	13	66		1.70¹
98P02292	10-25	Bs1	S	42	--	--	42	14	12	16	58	42	14	12	16	58		0.81	0.99	1.26	1.50	0.54	0.67	0.68	1.06	1.34	2.27	3.91
98P02293	25-46	Bs2	S	58	--	--	58	16	29	13	42	58	16	29	13	42		1.03	1.18	1.41	1.64	0.56	0.66	0.67	1.05	1.35	1.57	3.73
98P02294	46-64	Bs3	S	57	--	--	57	14	25	18	43	57	14	25	18	43		1.97¹
98P02295	64-76	BC	S	64	--	7	57	14	27	16	36	61	15	29	17	39		2.03¹
98P02296	76-91	2Bsm1	S	76	--	6	70	39	21	9	24	74	42	22	10	26		2.31	2.32	2.40	2.44	1.67	1.68	1.68	1.91	2.04	0.15	0.59
98P02297	91-152	2Bsm2	S	67	--	6	61	37	17	8	33	65	39	18	8	35		2.28	2.29	2.37	2.42	1.80	1.82	1.82	2.00	2.12	0.16	0.47

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.

*** Supplementary Characterization Data ***

Pedon ID: S1998WA061001

( Snohomish, Washington )

Print Date: May 1 2024 8:15PM

Sampled As	:	TOKUL		Medial, amorphic, mesic Aquic Vitrixerands
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 98P0397

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						4C1

98P02291	6-10	A	S	22	--	--	22	2	12	8	78	20	18	5	36		37		3.77		1.32
98P02292	10-25	Bs1	S	13	--	--	13	4	4	5	87	11	6	1	24	45	38		10.24		3.86	2.160	6.2		7.5		0.39	0.44
98P02293	25-46	Bs2	S	23	--	--	23	6	11	5	77	11	5	1	23	38			6.50		2.84	1.410	4.0		5.6		0.32	0.42
98P02294	46-64	Bs3	S	42	--	--	42	10	18	13	58	19	11	1	26				6.63		2.88
98P02295	64-76	BC	S	48	--	5	43	11	20	12	52	20	6	1	23				4.83		2.28
98P02296	76-91	2Bsm1	S	67	--	5	61	34	18	8	33	17	5		4	9			5.30		2.00	0.100	0.1		0.2		0.06	0.18
98P02297	91-152	2Bsm2	S	57	--	5	52	32	15	7	43	21	8		5	9			4.80		2.40	0.400	0.1		0.4		0.07	0.16

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

98P02289	0-4	Oi	S																				4.6
98P02290	4-6	Oa	S																				3.7
98P02291	6-10	A	S	37	37	34	33	30	9	6	7	10	15	14	18	29	14		l	46.7	41.4	11.9	4.0
98P02292	10-25	Bs1	S	43	43	29	38	19	2	11	12	12	17	14	16	18	4		sl	63.8	32.5	3.7	4.6
98P02293	25-46	Bs2	S	59	59	43	27	13	2	16	14	12	14	11	15	18	5		cosl	64.2	31.4	4.4	4.7
98P02294	46-64	Bs3	S	58	58	44	26	16	2	7	11	13	17	16	17	20	4		fsl	60.4	35.5	4.1	4.8
98P02295	64-76	BC	S	65	58	44	27	8	1	20	19	14	14	9	11	14	4		cosl	73.1	23.3	3.6	4.7
98P02296	76-91	2Bsm1	S	76	70	30	19	5	tr	19	23	15	13	8	9	12	2		lcos	77.3	20.7	2.0	5.0
98P02297	91-152	2Bsm2	S	67	61	25	24	9	tr	12	13	16	20	13	15	12	1		ls	73.0	26.0	1.0	5.6

NSSC SSL Report Creation