*** Andic Soil Properties Data ***

Pedon ID: S2006SC061005

( Lee, South Carolina )

Print Date: Sep 24 2024 9:36AM

Sampled as on May 15, 2006:	Cowarts ; Fine-loamy, kaolinitic, thermic Typic Kanhapludult
Revised to correlated:	Cowarts ; Fine-loamy, kaolinitic, thermic Plinthic Kanhapludults

				United States Department of Agriculture
SSL	-	Project	C2006USSC099   Dense Soil Properties Study - Lee & Sumter Co.s	Natural Resources Conservation Service
	-	Site ID	Turkey Creek - Lucknow   Lat: 34° 1737.41" north  Long: 80° 186.25" west  MLRA: 133A	National Soil Survey Center
	-	Pedon No.	06N0834	Kellogg Soil Survey Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska 68508-3866

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Andic Soil Properties Tier 1				-1-	-2-	-3-	-4-	-5-	-6-	-7-	-8-	-9-	-10-	-11-	-12-	-13-	-14-	-15-	-16-	-17-	-18-	-19-	-20-	-21-
				Total	Fine	CaCO3	CoSi to	Est	.1-75	Vol >2mm				Bulk	COLE								Al+½Fe	Al+½Fe
				Clay	Clay	Clay	VCoS	Clay	Fraction	% of	(- - - - 1500 kPa - - - -)			Density	Whole	(- - - - - - - - - - Glass Content - - - - - - - - - -)							*15.625	*60.0
	Depth			<.002	<.0002	<.002	.02 - 2	Content		Whole Soil	air-dry	field moist	/Clay	33 kPa	Soil	csi	vfs	fs	ms	cs	vcs	Wt Avg	+Glass	+Glass
Layer	(cm)	Horz	Prep	(- - - - - - - - - - - % of <2 mm - - - - - - - - -)					% of <75 mm	(- - - - - - - - % - - - - - - -)				g cm-3	cm cm-1	(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)
				3A1a1a	3A1a1a						3C2a1a			DbWR1
06N03500	0-15	A	S	12.9	6.8			15.0	67	2	9.8		0.76	1.37	0.007
06N03501	15-27	Bt	S	28.5	14.9				56	5	10.1		0.35	1.55	0.004
06N03502	27-36	Btv	S	38.3	19.3				61	11	14.3		0.37
06N03503	36-72	2Btx	S	21.9	10.7				84	24	7.4		0.34	1.73	0.003
06N03504	72-112	2B'	S	71.9	23.3				12	1	18.1		0.25	1.43	0.011
06N03505	112-153	3B't1	S	68.3	22.8				12	tr	24.2		0.35	1.41	0.019
06N03506	153-184	4BC	S	16.0	8.1				83	1	4.9		0.31	1.75	0.004
06N03507	184-200	4C	S	12.8	6.8				86	3	5.3		0.41	1.74	0.006
06N03508	112-153	3B't1	S	72.2	24.0				8	--	31.3		0.43
06N03509	112-153	3B't1	S	80.9	30.6				2	--	32.0		0.40

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Andic Soil Properties Tier 1

-1-

-2-

-3-

-4-

-5-

-6-

-7-

-8-

-9-

-10-

-11-

-12-

-13-

-14-

-15-

-16-

-17-

-18-

-19-

-20-

-21-

Total

Fine

CaCO3

CoSi to

Est

.1-75

Vol >2mm

Bulk

COLE

Al+½Fe

Al+½Fe

Clay

Clay

Clay

VCoS

Clay

Fraction

% of

(- - - - 1500 kPa - - - -)

Density

Whole

(- - - - - - - - - - Glass Content - - - - - - - - - -)

*15.625

*60.0

Depth

<.002

<.0002

<.002

.02 - 2

Content

Whole Soil

air-dry

field moist

/Clay

33 kPa

Soil

csi

vfs

fs

ms

cs

vcs

Wt Avg

+Glass

+Glass

Layer

(cm)

Horz

Prep

(- - - - - - - - - - - % of <2 mm - - - - - - - - -)

% of <75 mm

(- - - - - - - - % - - - - - - -)

g cm-3

cm cm-1

(- - - - - - - - - - - - - - - - - - - - - % - - - - - - - - - - - - - - - - - - - - -)

3A1a3a

3A1a3a

06N03508

112-153

3B't1

S

73.9

24.6

06N03509

112-153

3B't1

S

80.1

30.4

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Andic Soil Properties Tier 2				-1-	-2-	-3-	-4-	-5-	-6-	-7-	-8-	-9-	-10-	-11-	-12-	-13-	-14-	-15-	-16-	-17-	-18-	-19-
								CO3		Al+			8*Si	Optical	KCl	NH4OAC	Sum	(- Base Sat -)
				pH	pH	Org	Tot	as	NZ	½Fe	8*Si	2*Fe	+2*Fe	Density	Extr	Sum	Bases+	NH4OAC	Sum of	Melanic	(- Atterberg -)
	Depth			H2O	NaF	C	C	CaCO3	P Ret	Oxal	Oxal	Oxal	Oxal	Oxal	Al	Bases	Extr Al	pH 7.0	Cations	Index	LL	PI
Layer	(cm)	Horz	Prep			(- - - - - - - - - - - - - - - - - - - - - - - % wt - - - - - - - - - - - - - - - - - -)									cmol(+) kg-1	(- meq 100g-1 -)		(- - - - % - - - - -)			( % <0.4mm )
				4C1a2a			4H2a	4E1a1a1a1						4G2	4B3a1a
06N03500	0-15	A	S	4.3			3.79			0.16				0.18	2.3	2.2	4.5	19	10
06N03501	15-27	Bt	S	4.6			0.91			0.11				0.06	2.0	0.2	2.2	5	2
06N03502	27-36	Btv	S	4.4			0.85			0.10				0.05	2.2	0.3	2.5	6	3
06N03503	36-72	2Btx	S	5.3			0.02			0.03				tr	0.5	0.1	0.6	8	5
06N03504	72-112	2B'	S	5.1			0.03			0.09				tr	3.0	0.3	3.3	2	2
06N03505	112-153	3B't1	S	5.0			0.04	tr		0.09				tr	3.0	0.5		8
06N03506	153-184	4BC	S	5.2			0.01			0.03				tr	0.5	0.4	0.9	50	22
06N03507	184-200	4C	S	5.3			0.01			0.03				0.01	0.3	0.1	0.4	11	7
06N03508	112-153	3B't1	S	5.1						0.10				tr
06N03509	112-153	3B't1	S	5.0						0.10				tr