*** Supplementary Characterization Data ***

Pedon ID: S1968MI139001

( Ottawa, Michigan )

Print Date: Nov 11 2024 8:45PM

Sampled as on Oct 8, 1968:	Granby ; Sandy, mixed, mesic Typic Haplaquolls
Revised to correlated on Jun 11, 2016:	Newton ; Sandy, mixed, mesic Typic Humaquepts

				United States Department of Agriculture
SSL	-	Project	NL40001   SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1968MI139001   Lat: 42° 58' 1.02" north  Long: 86° 5' 5.86" west  MLRA: 98	Beltsville Soil Survey Laboratory
	-	Pedon No.	40A1951	Soil Laboratory
	-	General Methods 1B1A, 2A1, 2B		Beltsville, Maryland

---

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
40A15511	0-28	Ap	S	100	100	100	100	100	100	100	100	87	12	9	6	4	100	96	59	14	11	0.26	0.210	0.034			7.6	2.3
40A15512	28-46	A1	S	100	100	100	100	100	100	100	100	87	7	6	4	3	100	97	58	9	6	0.26	0.216	0.103			2.5	0.8
40A15513	46-66	A2	S	100	100	100	100	100	100	100	100	83	4	3	2	2	100	95	49	4	3	0.30	0.255	0.112			2.6	0.9
40A15514	66-91	E	S	100	100	100	100	100	100	100	100	83	4	3	2	2	100	95	50	6	3	0.29	0.251	0.109			2.7	0.9
40A15515	91-99	B1	S	100	100	100	100	100	100	100	100	79	4	3	2	2	100	92	41	5	3	0.32	0.282	0.113			2.9	1.0
40A15516	99-112	B2	S	100	100	100	100	100	100	100	100	83	5	3	2	2	99	92	57	7	3	0.27	0.220	0.105			2.5	0.8
40A15517	112-155	C	S	100	100	100	100	100	100	100	99	83	2	1	1	1	99	96	41	2	1	0.32	0.279	0.120			2.6	1.0

---

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
40A15511	0-28	Ap	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.64	1.903				1.63	1.901	0.83	0.83
40A15512	28-46	A1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.54	1.903				1.53	1.901	0.83	0.83
40A15513	46-66	A2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.51	1.903				1.50	1.901	0.83	0.83
40A15514	66-91	E	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.48	1.903				1.48	1.901	0.83	0.83
40A15515	91-99	B1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.51	1.903				1.51	1.901	0.83	0.83
40A15516	99-112	B2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.52	1.903				1.52	1.901	0.83	0.83
40A15517	112-155	C	S	1	--	--	1	--	tr	1	99	1	--	tr	1	99		1.461		1.50	1.913				1.49	1.901	0.82	0.83

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.

*** Supplementary Characterization Data ***

Pedon ID: S1968MI139001

( Ottawa, Michigan )

Print Date: Nov 11 2024 8:45PM

Sampled As	:	Granby		Sandy, mixed, mesic Typic Haplaquolls
USDA-SCS-Soil Survey Laboratory			;	Pedon No.  40A1951

---

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---)
40A15511	0-28	Ap	S	--	--	--	--	--	--	--	100	49	4	2	26	19			2.88		0.19
40A15512	28-46	A1	S	--	--	--	--	--	--	--	100	52	2	1	36	9			1.35		0.15
40A15513	46-66	A2	S	--	--	--	--	--	--	--	100	53	1	1	39	6			1.00		3.38
40A15514	66-91	E	S	--	--	--	--	--	--	--	100	53	1	1	42	3			0.93		1.13
40A15515	91-99	B1	S	--	--	--	--	--	--	--	100	53		1	39	6			0.96		0.35
40A15516	99-112	B2	S	--	--	--	--	--	--	--	100	53	1	1	38	7			1.06		0.47
40A15517	112-155	C	S	1	--	--	--	--	tr	1	99	54			41	4			1.00		1.13

---

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
40A15511	0-28	Ap	S				93	7	4		4	39	47	3	1	5	4		s	89.4	6.4	4.2
40A15512	28-46	A1	S				97	3	3		3	40	51	3	tr	3	3		s	94.2	3.2	2.6
40A15513	46-66	A2	S				99	1	2	tr	5	47	45	2		1	2		s	97.2	1.2	1.6
40A15514	66-91	E	S				99	1	2	tr	5	45	45	3		1	2		s	97.5	1.0	1.5
40A15515	91-99	B1	S				99	1	2	tr	8	52	37	2		1	2		s	97.2	0.5	2.3
40A15516	99-112	B2	S				99	1	2	2	7	36	51	4		1	2		s	96.9	1.4	1.7
40A15517	112-155	C	S	1	1	1	99	tr	1	1	2	56	40	1	tr		1		s	98.8	0.4	0.8