NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1982OR019002

( Douglas, Oregon )

Print Date: Nov 21 2024 12:40PM

Sampled as on Aug 6, 1982:	Hummington Variant ; Medial-skeletal Dystric Cryandept
Revised to correlated:	Laderly ; Medial-skeletal, frigid Alic Hapludands

				United States Department of Agriculture
SSL	-	Project	RP83OR007 DOUGLAS COUNTY	Natural Resources Conservation Service
	-	Site ID	S1982OR019002 Lat: 43° 54' 49.99" north Long: 123° 44' 33.00" west MLRA: 1	National Soil Survey Center
	-	Pedon No.	83P0031	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


83P00139	0-10	A1	S	100	95	92	87	84	69	54	42	29	21	13	6	2	35	30	26	22	18	6.21	3.535	0.011			>100	4.1
83P00140	10-33	A2	S	100	96	93	88	85	72	59	46	28	21	13	6	1	37	30	25	22	19	4.96	2.601	0.011			>100	5.1
83P00141	33-53	Bw	S	100	92	86	77	71	60	49	41	30	21	13	6	2	36	31	27	23	19	9.45	5.008	0.011			>100	1.9
83P00142	53-81	BC	S	100	91	85	75	69	60	50	41	27	19	13	6	2	34	28	24	21	18	9.80	4.700	0.011			>100	3.3

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
													3B1	3B1	3B1

83P00139	0-10	A1	S	58	--	--	58	16	30	12	42	58	16	30	12	42		1.97¹
83P00140	10-33	A2	S	54	--	--	54	15	26	13	46	54	15	26	13	46		1.92¹
83P00141	33-53	Bw	S	59	--	--	59	29	22	8	41	59	29	22	8	41		1.99¹
83P00142	53-81	BC	S	59	--	--	59	31	19	9	41	59	31	19	9	41		1.98¹

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

83P00139	0-10	A1	S	43	--	--	43	12	22	9	57	18	12	1	26				9.70		5.11
83P00140	10-33	A2	S	39	--	--	39	11	19	9	61	20	13	1	28				11.17		7.07
83P00141	33-53	Bw	S	44	--	--	44	21	16	6	56	16	12	2	25				4.55		2.98
83P00142	53-81	BC	S	45	--	--	45	23	14	7	55	18	11	2	25				3.58		2.27

*** Supplementary Characterization Data ***

Pedon ID: S1982OR019002

( Douglas, Oregon )

Print Date: Nov 21 2024 12:40PM

Sampled As	:	Hummington Variant		Medial-skeletal Dystric Cryandept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 83P0031

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

83P00139	0-10	A1	S	59	59	43	24	17	2	17	14	10	9	9	14	28	5		cosl	56.0	39.6	4.4	4.7
83P00140	10-33	A2	S	55	55	40	28	18	1	19	18	10	7	7	12	27	3		cosl	59.3	37.8	2.9	5.0
83P00141	33-53	Bw	S	60	60	31	23	17	2	13	13	10	10	11	15	27	5		cosl	54.6	40.3	5.1	5.1
83P00142	53-81	BC	S	60	60	29	24	16	2	17	15	11	9	8	13	26	6		cosl	57.0	37.1	5.9	5.3

NSSC SSL Report Creation