NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2004WA053001

( Pierce, Washington )

Print Date: Feb 2 2025 3:59AM

Sampled as on Feb 29, 2004:	Everett ; Sandy-skeletal, mixed, mesic Vitrandic Dystroxerepts
Revised to SSL on Sep 17, 2004:	Everett ; Ashy-skeletal, amorphic, mesic Typic Vitrixerand

				United States Department of Agriculture
SSL	-	Project	C2004USWA134 Puget Lowlands MLRA A2 San Juan & Island Co.s	Natural Resources Conservation Service
	-	Site ID	04-MPR-06 Lat: 47° 6' 8.80" north Long: 122° 17' 33.01" west MLRA: 2	National Soil Survey Center
	-	Pedon No.	04N0759	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


04N04329	3-10	A	S	100	94	89	83	78	61	44	37	32	23	14	8	4	35	32	29	25	20	9.07	6.014	0.009			>100	1.1
04N04330	10-33	Bw1	S	100	98	96	94	92	71	49	33	23	15	8	4	2	28	24	21	17	12	6.72	4.855	0.030			>100	8.2
04N04331	33-56	Bw2	S	100	96	93	89	86	68	49	32	22	12	6	3	1	27	23	20	14	10	7.12	4.881	0.050			>100	6.4

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


04N04329	3-10	A	S	74	6	24	44	15	24	5	26	63	22	34	7	37		2.18¹			2.36³
04N04330	10-33	Bw1	S	79		35	44	5	28	10	21	67	8	43	16	33		2.24¹			2.39³
04N04331	33-56	Bw2	S	72		12	60	12	33	15	28	68	14	37	17	32		2.15¹			2.34³

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---)


04N04329	3-10	A	S	61	5	20	36	12	20	4	39	10	9	2			23		6.66		4.51
04N04330	10-33	Bw1	S	67	--	30	38	4	24	9	33	12	6	1			19		5.37		2.87
04N04331	33-56	Bw2	S	59	--	10	49	10	27	12	41	16	6	1			20		5.61		2.82

*** Supplementary Characterization Data ***

Pedon ID: S2004WA053001

( Pierce, Washington )

Print Date: Feb 2 2025 3:59AM

Sampled As	:	Everett		Sandy-skeletal, mixed, mesic Vitrandic Dystroxerepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 04N0759

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

04N04329	3-10	A	S	76	45	30	13	11	3	5	9	9	14	16	18	29	11		l	47.1	42.8	10.1	4.5
04N04330	10-33	Bw1	S	80	45	39	13	7	1	15	14	9	15	14	13	20	6		cosl	62.5	31.5	6.0	4.8
04N04331	33-56	Bw2	S	73	61	49	19	8	1	16	13	11	18	14	12	16	5		cosl	68.7	26.9	4.4	5.0

NSSC SSL Report Creation