NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 1999NV031014

( Washoe, Nevada )

Print Date: Nov 21 2024 12:31PM

Sampled as on Aug 10, 1999:	SND ; Loamy-skeletal, isotic Vitrandic Dystrocryept
Revised to correlated:	Whittell ; Sandy-skeletal, mixed Humic Dystrocryepts

				United States Department of Agriculture
SSL	-	Project	CP00CA068 TAHOE SOIL SURVEY	Natural Resources Conservation Service
	-	Site ID	1999NV031014 Lat: 39° 11' 15.01" north Long: 119° 53' 50.80" west	National Soil Survey Center
	-	Pedon No.	00P0366	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


00P02533	0-5	A	S	100	100	100	100	100	95	89	73	50	16	9	7	6	68	55	38	19	12	0.66	0.413	0.025			26.4	1.8
00P02534	5-18	AC	S	100	100	100	100	100	94	88	72	45	14	8	6	5	64	49	33	16	11	0.83	0.531	0.038			21.9	1.4
00P02535	18-43	C1	S	100	100	100	100	100	95	90	69	43	15	9	6	5	61	47	32	18	12	0.97	0.582	0.026			37.5	1.9
00P02536	43-84	C2	S	100	100	100	100	100	94	88	70	46	17	10	6	4	63	49	35	20	13	0.87	0.515	0.022			38.8	1.7

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

00P02533	0-5	A	S	72	25	37	10	--	4	6	28	27	--	11	16	73		2.15¹
00P02534	5-18	AC	S	73	25	37	11	--	5	6	27	28	--	12	16	72		2.15¹
00P02535	18-43	C1	S	73	24	37	12	--	4	8	27	31	--	10	21	69		2.17¹
00P02536	43-84	C2	S	73	24	37	12	--	5	7	27	30	--	12	18	70		2.17¹

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

00P02533	0-5	A	S	59	21	30	8	--	3	5	41	19	2	2	19		14		2.38		0.67
00P02534	5-18	AC	S	60	21	30	9	--	4	5	40	19	2	1	19				1.98		0.65
00P02535	18-43	C1	S	59	19	30	10	--	3	6	41	18	2	1	18				1.81		0.61
00P02536	43-84	C2	S	59	19	30	10	--	4	6	41	18	3	1	18				2.02		0.68

*** Supplementary Characterization Data ***

Pedon ID: 1999NV031014

( Washoe, Nevada )

Print Date: Nov 21 2024 12:31PM

Sampled As	:	SND		Loamy-skeletal, isotic Vitrandic Dystrocryept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 00P0366

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

00P02533	0-5	A	S	74	10	10	24	3	2	8	19	25	28	10	4	6	8		lcos	83.6	8.8	7.6	5.4
00P02534	5-18	AC	S	74	11	11	23	2	2	12	23	23	25	8	3	6	7		lcos	85.2	8.3	6.5	5.6
00P02535	18-43	C1	S	74	12	12	23	3	2	13	21	24	22	8	5	7	7		lcos	82.0	11.1	6.9	5.8
00P02536	43-84	C2	S	74	12	12	22	4	2	11	20	22	23	10	6	8	7		lcos	80.9	12.8	6.3	5.3

NSSC SSL Report Creation