*** Supplementary Characterization Data ***

Pedon ID: 1989MI025002

( Calhoun, Michigan )

Print Date: Jun 3 2024 10:55PM

Sampled as on Nov 29, 1989:	Pewamo ; Fine, mixed, mesic Typic Argiudoll
Revised to correlated:	Pewamo ; Fine, mixed, mesic Typic Argiudolls

				United States Department of Agriculture
SSL	-	Project	CP89MI089   CALHOUN COUNTY	Natural Resources Conservation Service
	-	Site ID	1989MI025002   Lat: 42° 20' 31.03" north  Long: 84° 53' 0.73" west  MLRA: 98	National Soil Survey Center
	-	Pedon No.	89P0315	Soil Survey Laboratory
	-	General Methods 1B1A, 2A1, 2B		Lincoln, Nebraska 68508-3866

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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
89P01743	0-25	Ap	S	100	100	100	100	100	100	99	98	95	80	68	45	29	97	96	90	82	78	0.01	0.007	--			27.7	0.8
89P01744	25-43	Btg1	S	100	100	100	100	100	100	99	98	96	88	81	62	50	98	97	94	89	87	--	0.002	--			13.1	0.5
89P01745	43-61	Btg2	S	100	100	100	100	100	97	93	88	78	40	30	26	23	86	82	66	43	37	0.20	0.134	0.001			>100	2.8
89P01746	61-152	Cg	S	100	100	100	99	99	97	94	90	81	50	41	33	28	88	84	71	53	47	0.15	0.072	--			>100	0.1

---

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
89P01743	0-25	Ap	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.461
89P01744	25-43	Btg1	S	2	--	--	2	--	1	1	98	2	--	1	1	98		1.461
89P01745	43-61	Btg2	S	12	--	--	12	--	7	5	88	12	--	7	5	88		1.531
89P01746	61-152	Cg	S	10	--	--	10	1	5	4	90	10	1	5	4	90		1.521

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.

---

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
89P01743	0-25	Ap	S	1	--	--	1	--	1	1	99	11	27	16	45			0.83	0.72		0.51
89P01744	25-43	Btg1	S	1	--	--	1	--	1	1	99	6	20	28	45			0.55	0.66		0.38
89P01745	43-61	Btg2	S	7	--	--	7	--	4	3	93	29	8	13	42			0.67	0.79		0.40
89P01746	61-152	Cg	S	6	--	--	6	1	3	2	94	24	11	16	43			0.50	0.77		0.39

*** Supplementary Characterization Data ***

Pedon ID: 1989MI025002

( Calhoun, Michigan )

Print Date: Jun 3 2024 10:55PM

Sampled As	:	Pewamo		Fine, mixed, mesic Typic Argiudoll
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No.  89P0315

---

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
89P01743	0-25	Ap	S	3	3	3	28	69	40	1	2	8	12	6	14	57	42		cl	20.6	50.0	29.4	6.1
89P01744	25-43	Btg1	S	4	4	4	23	73	102	1	2	7	9	6	12	64	106		c	11.7	36.8	51.5	5.8
89P01745	43-61	Btg2	S	16	16	16	67	17	30	3	7	24	36	9	9	11	36		scl	58.5	15.2	26.3	6.7
89P01746	61-152	Cg	S	14	14	13	60	26	39	3	6	22	29	9	9	22	45		scl	47.7	21.1	31.2	6.7