NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2015MI037002E

( Clinton, Michigan )

Print Date: Nov 23 2024 7:35AM

Sampled as on Nov 22, 2015:	Antung ; Sandy, mixed, mesic Histic Humaquepts
Revised to correlated on Jul 8, 2017:	Antung ; Sandy, mixed, mesic Histic Humaquepts

				United States Department of Agriculture
SSL	-	Project	C2016USMI027 DSP MLRA98 Hydric Soils in Restored Wetlands	Natural Resources Conservation Service
	-	Site ID	S2015MI037002 Lat: 43° 2' 17.50" north Long: 84° 32' 42.30" west MLRA: 98	National Soil Survey Center
	-	Pedon No.	16N0432	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


16N01804	0-24	Oap	S	100	100	100	100	100	100	100	100	97	71	60	35	18	100	100	91	75	66	0.02	0.011	0.001			28.6	1.0
16N01805	24-36	Oa	S	100	100	100	100	100	100	100	100	94	67	56	37	25	99	97	86	70	63	0.03	0.013	0.001			67.1	0.5
16N01806	36-56	Cg	S	100	100	100	100	100	100	100	100	96	55	26	15	8	100	99	86	62	46	0.09	0.060	0.003			34.5	2.4
16N01807	56-98	C1	S	100	100	100	100	100	100	100	100	90	12	6	4	2	100	98	65	16	7	0.23	0.190	0.064			3.6	1.2

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


16N01804	0-24	Oap	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
16N01805	24-36	Oa	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
16N01806	36-56	Cg	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
16N01807	56-98	C1	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---)


16N01804	0-24	Oap	S	--	--	--	--	--	--	--	100	19	26	10			14		11.91		3.01
16N01805	24-36	Oa	S	--	--	--	--	--	--	--	100	20	21	13			15		8.69		2.47
16N01806	36-56	Cg	S	--	--	--	--	--	--	--	100	30	21	4			4				0.48
16N01807	56-98	C1	S	--	--	--	--	--	--	--	100	51	2	1			6				0.36

*** Supplementary Characterization Data ***

Pedon ID: S2015MI037002E

( Clinton, Michigan )

Print Date: Nov 23 2024 7:35AM

Sampled As	:	Antung		Sandy, mixed, mesic Histic Humaquepts
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 16N0432

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

16N01804	0-24	Oap	S	--	--	--	42	58	23	--	tr	11	19	11	7	51	23		l	34.0	47.6	18.4	4.6		1.62
16N01805	24-36	Oa	S	--	--	--	49	51	32	1	3	15	21	9	9	42	32		l	37.3	38.2	24.5	4.5		1.40
16N01806	36-56	Cg	S	--	--	--	59	41	8	tr	1	15	26	17	22	20	8		sl	54.0	38.3	7.7	7.5
16N01807	56-98	C1	S	--	--	--	95	5	2	tr	2	34	50	9	1	4	2		s	93.3	4.5	2.2	7.7

NSSC SSL Report Creation