*** Supplementary Characterization Data ***

Pedon ID: S09WA067069

( Thurston, Washington )

Print Date: Dec 17 2024 11:29PM

Sampled as on Oct 19, 2009:	Everett ; Sandy-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-069   Lat: 46° 59' 27.49" north  Long: 122° 40' 0.70" west  MLRA: 2	National Soil Survey Center
	-	Pedon No.	10N0470	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
10N01908	1-8	A	S	100	99	98	96	95	78	61	45	31	22	12	6	2	38	32	27	23	20	4.46	2.612	0.012			>100	2.6
10N01909	8-60	Bw	S	100	98	97	95	94	79	64	47	35	23	12	6	1	42	36	30	25	21	3.84	2.325	0.013			>100	1.2
10N01910	60-90	C1	S	100	99	98	97	96	77	58	43	21	13	9	5	2	34	23	16	13	12	5.06	2.980	0.024			>100	4.8
10N01911	90-153	C2	S	100	99	99	98	98	80	61	44	20	5	3	1	1	35	23	11	6	4	4.47	2.704	0.214			20.9	0.6
10N01912	153-165	2C	S	100	99	98	96	95	91	87	83	75	19	4	2	--	80	78	67	27	11	0.21	0.170	0.042			5.1	1.3

---

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
10N01908	1-8	A	S	55			55	5	34	16	45	55	5	34	16	45		1.931			2.203
10N01909	8-60	Bw	S	53			53	6	30	17	47	53	6	30	17	47		1.901			2.183
10N01910	60-90	C1	S	57			57	4	38	15	43	57	4	38	15	43		1.951			2.213
10N01911	90-153	C2	S	56			56	2	37	17	44	56	2	37	17	44		1.941			2.213
10N01912	153-165	2C	S	17			17	5	8	4	83	17	5	8	4	83		1.571			1.983

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.

*** Supplementary Characterization Data ***

Pedon ID: S09WA067069

( Thurston, Washington )

Print Date: Dec 17 2024 11:29PM

Sampled As	:	Everett		Sandy-skeletal, isotic, mesic Vitrandic Dystroxerepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  10N0470

---

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---)
10N01908	1-8	A	S	40	--	--	40	4	25	12	60	18	13	1			19		9.41		2.69
10N01909	8-60	Bw	S	37	--	--	38	4	21	12	63	19	14	1			25		9.26		2.22
10N01910	60-90	C1	S	41	--	--	41	3	28	11	59	22	8	1			23		2.86		0.80
10N01911	90-153	C2	S	41	--	--	41	1	27	13	59	30	2	1			22		4.38		1.19
10N01912	153-165	2C	S	10	--	--	10	3	5	2	90	43	7	--			28

---

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
10N01908	1-8	A	S	56	56	51	26	18	2	16	14	10	10	8	17	24	4		cosl	56.5	39.6	3.9	5.0
10N01909	8-60	Bw	S	54	54	48	27	20	1	11	13	13	11	10	18	24	2		sl	56.2	41.5	2.3	4.9
10N01910	60-90	C1	S	58	58	54	31	11	2	21	27	18	6	2	7	19	4		cosl	71.5	25.0	3.5	6.0
10N01911	90-153	C2	S	56	56	54	40	3	1	20	29	27	12	4	3	4	2		cos	90.9	7.5	1.6	5.0
10N01912	153-165	2C	S							3	3	13	48	19	9	5	--		fs	86.2	13.8	--	5.2