NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2000NC021003

( Buncombe, North Carolina )

Print Date: Dec 4 2024 3:20AM

Sampled as on Aug 27, 2000:	Dellwood ; Sandy-skeletal, mixed Fluventic Haplumbrepts
Revised to SSL:	(unnamed) ; Sandy-skeletal, isotic, superactive, mesic Fluventic Humic Dystrudept

				United States Department of Agriculture
SSL	-	Project	CP00NC218 SSSA - 2001 TOUR	Natural Resources Conservation Service
	-	Site ID	S2000NC021003 Lat: 35° 45' 33.00" north Long: 82° 22' 15.00" west MLRA: 130	National Soil Survey Center
	-	Pedon No.	00P1347	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


00P07870	0-28	A1	S	100	81	68	49	36	32	28	25	16	9	6	4	2	22	17	13	10	8	31.80	25.656	0.113			>100	12.4
00P07871	28-41	A2	S	100	83	71	53	41	34	27	20	11	5	3	2	2	17	12	8	5	4	29.57	23.427	0.352			84.0	3.9
00P07872	41-79	C1	S	100	83	71	54	42	36	29	20	7	2	2	1	1	15	8	5	3	2	29.09	22.962	0.600			48.5	1.6
00P07873	79-135	C2	S	100	82	69	50	37	31	25	17	5	2	1	1	1	12	6	3	2	2	31.37	25.223	0.828			37.9	2.7

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

00P07870	0-28	A1	S	82	--	27	55	47	6	2	18	75	64	8	3	25		2.29¹
00P07871	28-41	A2	S	80	--	--	80	59	14	7	20	80	59	14	7	20		2.27¹
00P07872	41-79	C1	S	80	--	--	80	58	13	9	20	80	58	13	9	20		2.29¹
00P07873	79-135	C2	S	83	--	--	83	63	12	8	17	83	63	12	8	17		2.32¹

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

00P07870	0-28	A1	S	70	--	23	47	40	5	2	30	11	4	1	14		17	1.00	4.04		2.33
00P07871	28-41	A2	S	69	--	--	69	51	12	6	31	14	2	2	14		18	0.91	2.31		0.89
00P07872	41-79	C1	S	69	--	--	69	50	11	8	31	15	1	1	14			1.00	1.42		0.92
00P07873	79-135	C2	S	73	--	--	73	55	11	7	27	13	1	1	12			0.29	0.85		0.71

*** Supplementary Characterization Data ***

Pedon ID: S2000NC021003

( Buncombe, North Carolina )

Print Date: Dec 4 2024 3:20AM

Sampled As	:	Dellwood		Sandy-skeletal, mixed Fluventic Haplumbrepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 00P1347

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

00P07870	0-28	A1	S	83	56	8	13	4	2	12	22	19	14	8	9	16	10		cosl	68.8	22.3	8.9	4.8
00P07871	28-41	A2	S	81	81	21	16	2	2	18	28	19	15	8	5	8	10		lcos	79.7	11.5	8.8	4.7
00P07872	41-79	C1	S	81	81	22	18	1	1	29	32	19	10	4	1	5	4		cos	90.3	5.9	3.8	5.2
00P07873	79-135	C2	S	84	84	20	16	1	1	33	38	14	7	3	1	3	5		cos	91.0	4.2	4.8	4.2

NSSC SSL Report Creation