NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S99CA017033

( El Dorado, California )

Print Date: Nov 23 2024 10:20PM

Sampled as on Oct 6, 1999:	Toem ; Sandy, isotic, frigid Vitrandic Dystroxerept
Revised to correlated on Oct 7, 2005:	Dagget ; Sandy-skeletal, isotic, frigid Dystric Xerorthent

				United States Department of Agriculture
SSL	-	Project	CP00CA068 TAHOE SOIL SURVEY	Natural Resources Conservation Service
	-	Site ID	99CA693-028 Lat: 38° 52' 35.27" north Long: 120° 0' 59.82" west	National Soil Survey Center
	-	Pedon No.	00P0346	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


00P02441	5-20	A	S	100	100	100	100	100	92	84	64	27	8	3	2	2	46	30	18	10	6	1.71	1.150	0.102			16.8	1.4
00P02442	20-38	AB	S	100	100	100	100	100	93	86	64	28	8	3	2	1	46	31	19	10	6	1.71	1.164	0.097			17.7	1.4
00P02443	38-53	C1	S	100	100	100	100	100	92	83	63	37	11	5	3	2	55	40	25	13	8	1.56	0.801	0.064			24.2	0.9
00P02444	53-74	C2	S	100	100	100	100	100	85	69	52	35	11	4	3	2	49	38	26	13	7	2.99	1.273	0.069			43.3	0.5

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

00P02441	5-20	A	S	36	--	--	36	--	16	20	64	36	--	16	20	64		1.73¹
00P02442	20-38	AB	S	36	--	--	36	--	14	22	64	36	--	14	22	64		1.73¹
00P02443	38-53	C1	S	46	7	7	32	--	15	17	54	37	--	17	20	63		1.82¹
00P02444	53-74	C2	S	60	17	7	36	--	24	13	40	48	--	31	17	52		1.99¹

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

00P02441	5-20	A	S	23	--	--	23	--	10	13	77	38	3	1	35				3.17		1.08
00P02442	20-38	AB	S	23	--	--	23	--	9	14	77	38	3	1	35				3.91		1.73
00P02443	38-53	C1	S	32	5	5	22	--	10	12	68	33	4	1	31				2.57		1.04
00P02444	53-74	C2	S	44	13	5	27	--	18	10	56	25	3	1	25				0.61		0.76

*** Supplementary Characterization Data ***

Pedon ID: S99CA017033

( El Dorado, California )

Print Date: Nov 23 2024 10:20PM

Sampled As	:	Toem		Sandy, isotic, frigid Vitrandic Dystroxerept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 00P0346

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

00P02441	5-20	A	S	37	37	37	59	5	2	28	26	19	14	6	5	3	2		cos	90.3	7.3	2.4	4.8
00P02442	20-38	AB	S	37	37	37	59	5	1	29	25	19	13	6	4	3	2		cos	90.2	7.6	2.2	5.0
00P02443	38-53	C1	S	47	32	32	48	6	2	14	23	24	20	8	6	5	3		cos	87.1	10.1	2.8	5.0
00P02444	53-74	C2	S	61	36	37	35	4	1	6	23	24	25	11	7	4	3		lcos	85.8	10.9	3.3	4.9

NSSC SSL Report Creation