NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 92NC171002

( Surry, North Carolina )

Print Date: Nov 12 2024 5:23AM

Sampled as on Apr 29, 1992:	Greenlee ; Loamy-skeletal, mixed, mesic Typic Dystrochrept
Revised to correlated:	Greenlee ; Loamy-skeletal, mixed, semiactive, acid, mesic Typic Dystrochrepts

				United States Department of Agriculture
SSL	-	Project	CP93NC061 SURRY COUNTY	Natural Resources Conservation Service
	-	Site ID	S1992NC171002 Lat: 36° 20' 30.00" north Long: 80° 29' 21.99" west MLRA: 130	National Soil Survey Center
	-	Pedon No.	93P0269	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


93P02189	0-13	A	S	100	90	83	72	65	57	49	45	41	13	8	5	3	44	43	34	15	11	12.28	5.129	0.042			>100	0.1
93P02190	13-30	BA	S	100	71	51	22	1														43.07	37.488	21.526			2.0	0.9
93P02191	30-86	Bw1	S	100	96	93	89	86	70	53	46	40	17	12	8	6	44	42	34	18	15	6.32	3.259	0.010			>100	0.6
93P02192	86-152	Bw2	S	100	93	89	82	77	65	52	44	38	14	10	7	6	42	40	32	16	12	7.35	3.796	0.023			>100	0.3

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							4A1d		4A1h

93P02189	0-13	A	S	82	--	59	23	14	7	2	18	55	35	16	4	45		2.06	2.09	2.12	2.28	1.02	1.05	1.06	1.22	1.64	0.29	1.60
93P02190	13-30	BA	S	157	5	13	139	81	48	10		169	99	58	12			2.65¹
93P02191	30-86	Bw1	S	57	--	6	51	13	31	7	43	54	14	33	7	46		2.14	2.16	2.23	2.33	1.70	1.72	1.74	1.86	2.06	0.24	0.56
93P02192	86-152	Bw2	S	57	--	2	55	23	25	8	43	56	23	25	8	44		2.20	2.20	2.29	2.37	1.80	1.80	1.80	1.97	2.12	0.20	0.47

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						4C1

93P02189	0-13	A	S	63	--	45	18	11	5	2	37	11	2	1	16	6		0.18	1.47		0.48	0.180	0.5		1.0		0.06	0.16
93P02190	13-30	BA	S	329	10	27	291	170	101	21								0.14	0.75		0.41
93P02191	30-86	Bw1	S	46	--	5	41	10	25	6	54	24	6	5	10	9		0.25	0.30		0.35	0.060	0.2		0.4		0.04	0.08
93P02192	86-152	Bw2	S	47	--	2	45	19	21	7	53	26	5	5	8	9		0.23	0.31		0.33						0.05	0.09

*** Supplementary Characterization Data ***

Pedon ID: 92NC171002

( Surry, North Carolina )

Print Date: Nov 12 2024 5:23AM

Sampled As	:	Greenlee		Loamy-skeletal, mixed, mesic Typic Dystrochrept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 93P0269

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

93P02189	0-13	A	S	83	23	9	14	3	1	2	3	21	46	11	7	10	8		fsl	76.6	16.1	7.3	3.8
93P02190	13-30	BA	S	150	132	55				2	3	20	43	12	7	12	10		fsl	73.6	17.7	8.7	4.3
93P02191	30-86	Bw1	S	61	54	40	31	8	6	4	5	22	39	9	8	13	16		fsl	68.3	17.9	13.8	4.2
93P02192	86-152	Bw2	S	60	58	35	33	7	6	5	5	22	42	9	7	10	15		fsl	72.2	14.5	13.3	4.1

NSSC SSL Report Creation