*** Supplementary Characterization Data ***

Pedon ID: 1981NE127009

( Nemaha, Nebraska )

Print Date: Nov 21 2024 2:40PM

Sampled as on Sep 14, 1981:	Zoe
Revised to correlated:	Zoe ; Fine, smectitic, mesic Cumulic Vertic Endoaquolls

				United States Department of Agriculture
SSL	-	Project	RP82NE064   NEMAHA COUNTY	Natural Resources Conservation Service
	-	Site ID	1981NE127009   Lat: 40° 31' 4.80" north  Long: 96° 0' 31.30" west  MLRA: 106	National Soil Survey Center
	-	Pedon No.	82P0171	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
82P00905	0-20	Ap	S	100	100	100	100	100	100	100	100	100	98	64	41	26	100	100	99	99	97	0.02	0.009	--			32.8	0.9
82P00906	20-56	Az	S	100	100	100	100	100	100	100	100	100	99	73	54	42	100	100	100	100	98	0.01	0.004	--			21.9	0.4
82P00907	56-102	Ayz	S	100	100	100	100	100	100	100	100	99	97	73	54	41	100	99	98	98	96	0.01	0.004	--			22.7	0.4
82P00908	102-122	Bkz	S	100	100	100	100	100	100	100	100	99	97	71	53	41	100	99	98	97	96	0.01	0.004	--			24.2	0.4
82P00909	122-152	Bk	S	100	100	100	100	100	100	100	99	97	95	67	49	37	98	97	97	96	94	0.01	0.005	--			31.1	0.4

---

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
82P00905	0-20	Ap	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
82P00906	20-56	Az	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451
82P00907	56-102	Ayz	S	tr	--	--	--	--	--	tr	100	--	--	--	tr	100		1.451
82P00908	102-122	Bkz	S	--	--	--	--	--	--	--	100	--	--	--	tr	100		1.451
82P00909	122-152	Bk	S	1	--	--	1	--	--	1	99	1	--	--	1	99		1.461

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.

*** Supplementary Characterization Data ***

Pedon ID: 1981NE127009

( Nemaha, Nebraska )

Print Date: Nov 21 2024 2:40PM

Sampled As	:	Zoe
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  82P0171

---

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
82P00905	0-20	Ap	S	--	--	--	--	--	--	--	100	2	39	14	45						0.52
82P00906	20-56	Az	S	--	--	--	--	--	--	--	100	1	31	23	45						0.47
82P00907	56-102	Ayz	S	tr	--	--	--	--	--	tr	100	2	30	23	45						0.46
82P00908	102-122	Bkz	S	--	--	--	--	--	--	--	100	2	30	22	45						0.48
82P00909	122-152	Bk	S	1	--	--	1	--	--	1	99	3	31	21	45						0.53

---

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	8E1	8A3a
82P00905	0-20	Ap	S				4	96	34	tr	tr	tr	tr	3	45	51	34		sil	3.2	71.3	25.5	6.3		0.60
82P00906	20-56	Az	S				3	97	72		tr	tr	tr	2	43	54	72		sic	1.8	56.3	41.9	7.5		6.74
82P00907	56-102	Ayz	S				6	94	70	1	1	1	1	2	40	53	70		sic	3.6	55.2	41.2	7.9	270	6.73
82P00908	102-122	Bkz	S				7	93	69	1	1	2	2	3	42	51	69		sic	4.2	54.8	41.0	8.3		2.75
82P00909	122-152	Bk	S	2	2	2	9	90	59	2	1	1	1	4	43	48	60		sicl	5.4	57.0	37.6	8.4		1.48