NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S1959NV005011

( Douglas, Nevada )

Print Date: Nov 21 2024 11:18AM

Sampled as on Oct 4, 1959:	Unnamed
Revised to correlated:	KIMMERLING ; Fine-loamy, mixed, mesic Cumulic Haplaquolls

				United States Department of Agriculture
SSL	-	Project	NL40001 SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1959NV005011 Lat: 38° 51' 59.99" north Long: 119° 46' 57.00" west MLRA: 26	Riverside Soil Survey Laboratory
	-	Pedon No.	40A3226	Soil Laboratory
	-	General Methods 1B1A, 2A1, 2B		Riverside, California

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


40A25203	0-33	A1	S	100	100	100	100	100	100	100	99	86	63	44	31	23	95	87	82	68	58	0.06	0.030	0.001			>100	0.6
40A25204	33-66	A2	S	100	100	100	100	100	99	98	95	84	61	40	29	21	92	86	81	66	54	0.07	0.039	0.001			>100	0.8
40A25205	66-79	C	S	100	100	100	100	100	98	96	89	78	54	35	25	18	86	79	74	58	48	0.11	0.057	0.001			>100	1.4
40A25206	79-97	2C	S	100	100	100	100	100	98	95	87	73	45	21	15	11	82	74	70	51	36	0.15	0.094	0.002			>100	5.4
40A25207	97-114	3Cg	S	100	100	100	100	100	97	93	83	51	31	18	12	9	71	52	46	34	28	0.67	0.395	0.003			>100	2.4

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
													3B1	3B1	3B1

40A25203	0-33	A1	S	1	--	--	1	--	tr	1	99	1	--	tr	1	99		1.46¹
40A25204	33-66	A2	S	5	--	--	5	--	2	3	95	5	--	2	3	95		1.48¹
40A25205	66-79	C	S	11	--	--	11	--	4	7	89	11	--	4	7	89		1.53¹
40A25206	79-97	2C	S	13	--	--	13	--	5	8	87	13	--	5	8	87		1.54¹
40A25207	97-114	3Cg	S	33	19	--	14	--	6	8	67	17	--	7	10	83		1.70¹

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: S1959NV005011

( Douglas, Nevada )

Print Date: Nov 21 2024 11:18AM

Sampled As	:	Unnamed
USDA-SCS-Soil Survey Laboratory			;	Pedon No. 40A3226

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---)


40A25203	0-33	A1	S	1	--	--	--	--	tr	1	99	23	20	13	45						0.70
40A25204	33-66	A2	S	3	--	--	--	--	1	2	97	23	18	12	44				1.23		0.58
40A25205	66-79	C	S	6	--	--	--	--	2	4	94	24	17	10	42				1.24		0.56
40A25206	79-97	2C	S	8	--	--	--	--	3	5	92	30	14	7	42				2.37		0.66
40A25207	97-114	3Cg	S	21	12	--	--	--	4	5	79	29	10	5	36				1.79		0.70

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			8A1a

40A25203	0-33	A1	S	1	1	1	53	45	29	6	10	7	18	13	18	28	30		l	41.6	35.5	22.9			0.60
40A25204	33-66	A2	S	6	6	6	53	41	27	4	9	7	20	17	19	25	29		l	43.4	34.0	22.6			0.40
40A25205	66-79	C	S	13	13	13	50	37	22	4	10	7	22	15	19	23	25		l	46.0	33.8	20.2			0.30
40A25206	79-97	2C	S	15	15	15	58	27	13	6	10	6	24	21	20	12	15		fsl	59.1	27.8	13.1			0.20
40A25207	97-114	3Cg	S	36	15	15	48	16	8	17	25	9	16	8	13	12	12		cosl	66.8	22.5	10.7			0.30

NSSC SSL Report Creation