NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2006KS155905

( Reno, Kansas )

Print Date: Sep 24 2024 1:30PM

Sampled as :	Kanza ; Sandy, mixed, superactive, mesic Mollic Psammaquent
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2007USKS024 Water Table Study	Natural Resources Conservation Service
	-	Site ID	S2006KS155905 Lat: 37° 56' 45.45" north Long: 98° 16' 52.91" west MLRA: 79	National Soil Survey Center
	-	Pedon No.	07N0133	Kellogg 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


07N00878	0-13	Ak	S	100	100	100	100	100	100	100	100	98	64	37	29	24	100	99	93	70	55	0.06	0.039	0.001			>100	1.1
07N00879	13-20	ACkg	S	100	100	100	100	100	100	100	100	98	45	14	12	10	100	100	94	57	31	0.11	0.083	0.002			54.3	10.0
07N00880	20-66	Cg1	S	100	100	100	100	100	100	100	100	100	38	7	5	3	100	100	99	53	19	0.11	0.093	0.026			4.5	1.3
07N00881	66-126	Cg2	S	100	100	100	100	100	100	100	100	93	12	5	4	3	100	99	77	16	8	0.19	0.167	0.059			3.3	1.3

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
																						DbWR1		DbWR1

07N00878	0-13	Ak	S	--			--	--	--	--	100	--	--	--	--	100		0.90	1.18	1.36	1.56	0.90	1.06	1.18	1.36	1.56	1.94	1.94
07N00879	13-20	ACkg	S	--			--	--	--	--	100	--	--	--	--	100		1.37	1.44	1.63	1.85	1.37	1.41	1.44	1.63	1.85	0.93	0.93
07N00880	20-66	Cg1	S	--			--	--	--	--	100	--	--	--	--	100		1.53	1.57	1.68	1.95	1.53	1.56	1.57	1.68	1.95	0.73	0.73
07N00881	66-126	Cg2	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³

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.
³The saturated 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---)


07N00878	0-13	Ak	S	--	--	--	--	--	--	--	100	15	11	8	20	46	10				0.93	0.392	5.6	9.4	5.6	9.4	0.26	0.26
07N00879	13-20	ACkg	S	--	--	--	--	--	--	--	100	36	11	5	22	26	10				0.94	0.170	1.0	1.7	1.0	1.7	0.13	0.13
07N00880	20-66	Cg1	S	--	--	--	--	--	--	--	100	47	9	2	27	15	5				0.79	0.273	0.6	0.9	0.6	0.9	0.11	0.11
07N00881	66-126	Cg2	S	--	--	--	--	--	--	--	100	50	3	2			6				0.64

*** Supplementary Characterization Data ***

Pedon ID: S2006KS155905

( Reno, Kansas )

Print Date: Sep 24 2024 1:30PM

Sampled As	:	Kanza		Sandy, mixed, superactive, mesic Mollic Psammaquent
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 07N0133

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	4C1a2a		4F2

07N00878	0-13	Ak	S	--	--	--	59	41	32	tr	1	8	31	20	24	17	32		l	44.9	31.1	24.0	7.6		2.97
07N00879	13-20	ACkg	S	--	--	--	76	24	11	--	tr	6	42	28	19	5	11		fsl	68.7	21.3	10.0	7.4		2.33
07N00880	20-66	Cg1	S	--	--	--	84	16	3	--	--	1	47	36	13	4	3		lfs	81.2	15.5	3.3	6.8
07N00881	66-126	Cg2	S	--	--	--	94	6	3	tr	1	23	63	8	4	2	3		fs	91.7	5.5	2.8	7.3		2.55

NSSC SSL Report Creation