*** Primary Characterization Data ***

Pedon ID: S1971MN0491325

( Goodhue, Minnesota )

Print Date: Nov 21 2024 12:16PM

Sampled as on Nov 20, 2010:	Maxfield
Revised to correlated on Feb 11, 2012:	Maxfield ; Fine-silty, mixed, superactive, mesic Typic Endoaquolls

				State of Minnesoota
SSL	-	Project	MN201201   University of Minnesota	University of Minnesota
	-	Site ID	S1971MN0491325   Lat: 44° 13' 52.64" north  Long: 92° 58' 41.34" west  MLRA: 104	Department of Soil Science
	-	Pedon No.	UMN1325	568 Borlang Hall, 1991 Upper Buford Cr
	-	General Methods 1B1A, 2A1, 2B		St. Paul, MN 55108

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Layer	Horizon	Orig Hzn	Depth (cm)	Field Label 1	Field Label 2	Field Label 3	Field Texture	Lab Texture
MN132501	Ap	Ap	0-20	71MN049(1325)	AP	00-08	SICL	SICL
MN132502	A1	A1	20-28	71MN049(1325)	A3G	08-11	SICL	SICL
MN132503	A2	A2	28-41	71MN049(1325)	B21G	11-16	SICL	SICL
MN132504	Bg1	Bg1	41-58	71MN049(1325)	B22G	16-23	SICL	SIL
MN132505	Bg2	Bg2	58-86	71MN049(1325)	B23G	23-34	SIL	L
MN132506	2Bg3	2Bg3	86-97	71MN049(1325)	2B3	34-38	L	FSL
MN132507	2C1	2C1	97-114	71MN049(1325)	2C1	38-45	L	L
MN132508	2C2	2C2	114-178	71MN049(1325)	2C2	45-70	L	L

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PSDA  &  Rock Fragments				-1-	-2-	-3-	-4-	-5-	-6-	-7-	-8-	-9-	-10-	-11-	-12-	-13-	-14-	-15-	-16-	-17-	-18-
					(- - - - - Total - - - - - -)			(- - Clay - - -)		(- - - - Silt - - - - -)		(- - - - - - - - - - - - Sand - - - - - - - - - - - -)					( Rock Fragments   (mm) )
				Lab	Clay	Silt	Sand	Fine	CO3	Fine	Coarse	VF	F	M	C	VC	(- - - - - - - - Weight - - - - - - - -)				>2 mm
				Text-	<	.002	.05	<	<	.002	.02	.05	.10	.25	.5	1	2	5	20	.1-	wt %
	Depth			ure	.002	-.05	-2	.0002	.002	-.02	-.05	-.10	-.25	-.50	-1	-2	-5	-20	-75	75	whole
Layer	(cm)	Horz	Prep		(- - - - - - - - - - - - - - - - - - - - - - - - - - % of <2mm Mineral Soil - - - - - - - - - - - - - - - - - - - - - - - - - - -)												(- - - - - - - % of <75mm - - - - - -)				soil
					3A1a1a					3A1a1a		3A1a1a	3A1a1a	3A1a1a	3A1a1a	3A1a1a
MN132501	0-20	Ap	S	SICL	31.3	49.9	18.8			32.8	17.1	12.5	2.1	2.9	0.9	0.4					--
MN132502	20-28	A1	S	SICL	30.1	50.9	19.0			35.4	15.5	13.1	2.1	2.5	0.8	0.5					--
MN132503	28-41	A2	S	SICL	29.4	56.5	14.1			37.4	19.1	10.2	1.1	1.6	0.7	0.5					--
MN132504	41-58	Bg1	S	SIL	23.4	53.6	23.0			34.2	19.4	20.7	0.6	1.1	0.4	0.2					--
MN132505	58-86	Bg2	S	L	20.3	47.8	31.9			29.2	18.6	27.4	1.7	1.8	0.6	0.4					--
MN132506	86-97	2Bg3	S	FSL	18.1	27.7	54.2			16.4	11.3	15.4	17.7	14.8	4.3	2.0					6
MN132507	97-114	2C1	S	L	24.0	31.5	44.5			19.9	11.6	12.5	15.0	11.4	4.2	1.4					8
MN132508	114-178	2C2	S	L	23.3	34.3	42.4			22.0	12.3	12.1	14.4	10.4	3.8	1.7					7

*** Primary Characterization Data ***

Pedon ID: S1971MN0491325

( Goodhue, Minnesota )

Print Date: Nov 21 2024 12:16PM

Sampled As	:	Maxfield
University of Minnesota Soil Characterization Laboratory			;	Pedon No.  UMN1325

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Carbon  &  Extractions

-1-

-2-

-3-

-4-

-5-

-6-

-7-

-8-

-9-

-10-

-11-

-12-

-13-

-14-

-15-

-16-

-17-

-18-

-19-

(- - - - - Total - - - - -)

Est

OC

C/N

(- - - Dith-Cit Ext - - -)

(- - - - - - Ammonium Oxalate Extraction - - - - - -)

(- - - Na Pyro-Phosphate - - -)

Depth

C

N

S

OC

(WB)

Ratio

Fe

Al

Mn

Al+½Fe

ODOE

Fe

Al

Si

Mn

C

Fe

Al

Mn

Layer

(cm)

Horz

Prep

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

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

mg kg-1

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

6A1

MN132501

0-20

Ap

S

5.90

MN132502

20-28

A1

S

2.80

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pH  &  Carbonates

-1-

-2-

-3-

-4-

-5-

-6-

-7-

-8-

-9-

-10-

-11-

(- - - - - - - - - - - - - - - - - - pH - - - - - - - - - - - - - - - - -)

(- - Carbonate - -)

(- - Gypsum - - -)

CaCl2

As CaCO3

As CaSO4*2H2O

Resist

Depth

0.01M

H2O

Sat

<2mm

<20mm

<2mm

<20mm

ohms

Layer

(cm)

Horz

Prep

KCl

1:2

1:1

Paste

Oxid

NaF

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

cm-1

4C1a2a

4E1a1a1a1

MN132501

0-20

Ap

S

7.6

MN132502

20-28

A1

S

7.5

MN132503

28-41

A2

S

7.7

MN132504

41-58

Bg1

S

7.6

MN132505

58-86

Bg2

S

7.7

MN132506

86-97

2Bg3

S

7.7

MN132507

97-114

2C1

S

7.7

MN132508

114-178

2C2

S

8.3

3