NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2014WA073078

( Whatcom, Washington )

Print Date: Feb 1 2025 12:03AM

Sampled as on Sep 14, 2014:	Squires ; Loamy-skeletal, isotic, mesic Typic Dystroxerepts
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2015USWA023 Puget Sound Volcanic Ash Influence	Natural Resources Conservation Service
	-	Site ID	S2014WA073078 Lat: 48° 41' 38.40" north Long: 122° 13' 1.20" west MLRA: 3	National Soil Survey Center
	-	Pedon No.	15N0398	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


15N02039	0-8	Oi	S	100	94	91	85	81	78	75	71
15N02040	8-14	A/E	S	100	94	90	84	80	72	63	55	43	34	23	13	7	50	44	40	36	32	3.41	1.008	0.003			>100	0.2
15N02041	14-48	Bs1	S	100	92	87	79	73	64	54	40	30	22	14	7	3	36	31	27	24	21	7.31	3.682	0.009			>100	2.5
15N02042	48-79	Bs2	S	100	98	97	94	93	80	67	51	38	28	16	9	3	45	39	34	30	25	3.23	1.771	0.007			>100	0.6

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
																						DbWR1		DbWR1

15N02039	0-8	Oi	S	29			29	19	6	4	71	29	19	6	4	71		1.68¹			2.05³
15N02040	8-14	A/E	S	50		9	41	18	15	7	50	45	20	17	8	55		1.48	1.71	1.76	1.92	1.03	1.18	1.26	1.43	1.64	0.79	1.57
15N02041	14-48	Bs1	S	66		16	50	23	16	12	34	60	27	19	14	40		1.70	1.90	1.85	2.06	1.00	1.09	1.23	1.28	1.62	0.56	1.65
15N02042	48-79	Bs2	S	64		30	34	5	18	11	36	49	7	26	16	51		1.77	1.86	1.93	2.10	1.11	1.17	1.21	1.40	1.69	0.50	1.39

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---)


15N02039	0-8	Oi	S	19	--	--	19	12	4	3	81						24
15N02040	8-14	A/E	S	28	--	5	23	10	8	4	72	12	13	3	16	28	20		6.11		1.34	0.580	3.5	4.9	4.6	6.9	0.17	0.24
15N02041	14-48	Bs1	S	42	--	10	32	15	10	8	58	11	10	2	21	15	16		10.07		2.51	0.934	1.5	3.8	2.9	7.1	0.05	0.09
15N02042	48-79	Bs2	S	43	--	20	23	3	12	7	57	12	10	2	17	16	15		6.27		1.84	0.433	1.1	1.7	1.8	2.9	0.09	0.16

*** Supplementary Characterization Data ***

Pedon ID: S2014WA073078

( Whatcom, Washington )

Print Date: Feb 1 2025 12:03AM

Sampled As	:	Squires		Loamy-skeletal, isotic, mesic Typic Dystroxerepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 15N0398

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

15N02040	8-14	A/E	S	53	44	23	22	24	6	10	11	10	8	8	19	34	14		l	42.1	46.0	11.9	3.9
15N02041	14-48	Bs1	S	68	51	29	17	15	3	11	12	11	9	9	18	29	8		l	48.4	44.0	7.6	4.5
15N02042	48-79	Bs2	S	66	35	30	19	16	2	12	14	10	9	9	19	27	7		sl	50.3	43.0	6.7	4.7

NSSC SSL Report Creation