NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2006OH097003

( Madison, Ohio )

Print Date: Nov 21 2024 12:27PM

Sampled as on Aug 13, 2006:	Kokomo ; Fine, mixed, superactive, mesic Typic Endoaquolls
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2006USNL125 Hardin, Lucas & Madison Co.s	Natural Resources Conservation Service
	-	Site ID	S2006OH097003 Lat: 39° 57' 28.51" north Long: 83° 26' 41.01" west	National Soil Survey Center
	-	Pedon No.	06N0948	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


06N04223	0-9	A1	S	100	100	100	100	100	100	100	100	98	89	76	56	43	100	99	96	91	87	0.01	0.003	tr			19.3	0.4
06N04224	9-19	A2	S	100	100	100	100	100	100	100	99	97	87	73	53	40	99	97	94	89	84	0.01	0.004	tr			22.6	0.4
06N04225	19-28	AB	S	100	100	100	100	100	100	99	99	96	88	72	54	42	98	97	95	90	85	0.01	0.004	tr			22.7	0.4
06N04226	28-42	Bg1	S	100	100	100	100	100	100	100	100	98	89	74	54	42	100	99	96	91	86	0.01	0.004	tr			21.3	0.4
06N04227	42-61	Bg2	S	100	100	100	100	100	100	100	100	98	90	75	55	42	100	99	97	92	87	0.01	0.004	tr			20.4	0.4
06N04228	61-92	Bg3	S	100	100	100	100	100	100	99	99	97	89	72	52	38	99	97	95	91	86	0.01	0.004	tr			23.9	0.5
06N04229	92-138	BCg	S	100	97	95	92	90	87	84	81	78	69	51	35	24	80	78	75	71	66	0.04	0.019	0.001			67.4	0.6
06N04230	138-147	Cd1	S	100	98	96	94	92	88	83	78	71	59	41	27	17	76	72	68	62	56	0.08	0.035	0.001			>100	0.8
06N04231	147-160	Cd2	S	100	96	94	90	87	83	78	71	64	52	36	23	15	69	65	61	55	49	0.22	0.059	0.001			>100	0.5
06N04232	160-170	Cd3	S	100	98	96	94	92	87	82	75	66	52	34	22	14	71	67	62	55	48	0.20	0.063	0.001			>100	0.8
06N04233	170-178	Cd4	S	100	98	97	94	93	89	85	77	68	53	34	22	15	74	70	64	57	49	0.16	0.055	0.001			>100	0.9
06N04234	178-193	Cd5	S	100	97	96	93	91	86	81	71	63	49	33	20	12	68	65	59	52	45	0.27	0.080	0.001			>100	0.6
06N04235	193-203	Cd6	S	100	97	96	93	91	86	81	74	67	52	34	22	13	72	68	63	55	48	0.18	0.062	0.001			>100	0.8

*** Supplementary Characterization Data ***

Pedon ID: S2006OH097003

( Madison, Ohio )

Print Date: Nov 21 2024 12:27PM

Sampled As	:	Kokomo		Fine, mixed, superactive, mesic Typic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 06N0948

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

06N04223	0-9	A1	S	tr			tr	--	--	tr	100	tr	--	--	tr	100		1.45¹			1.90³
06N04224	9-19	A2	S	1			1	--	tr	1	99	1	--	tr	1	99		1.01	1.40	1.37	1.63	1.00	1.13	1.39	1.36	1.62	1.62	1.65
06N04225	19-28	AB	S	1			1	--	1	tr	99	1	--	1	tr	99		1.23	1.62	1.61	1.77	1.22	1.40	1.61	1.60	1.76	1.15	1.17
06N04226	28-42	Bg1	S	1			1	--	tr	tr	99	1	--	tr	tr	99		1.20	1.58	1.58	1.75	1.19	1.39	1.57	1.57	1.74	1.21	1.23
06N04227	42-61	Bg2	S	tr			tr	--	--	tr	100	tr	--	--	tr	100		1.46	1.79	1.80	1.91	1.46	1.58	1.79	1.80	1.91	0.82	0.82
06N04228	61-92	Bg3	S	1			1	--	1	tr	99	1	--	1	tr	99		1.58	1.89	1.91	1.98	1.57	1.67	1.88	1.91	1.98	0.68	0.69
06N04229	92-138	BCg	S	25		7	18	9	6	3	75	19	10	6	3	81		1.83	2.05	2.09	2.14	1.66	1.76	1.91	1.98	2.03	0.45	0.60
06N04230	138-147	Cd1	S	22			22	8	9	5	78	22	8	9	5	78		1.61	1.92	1.93	2.00	1.45	1.66	1.78	1.82	1.90	0.65	0.83
06N04231	147-160	Cd2	S	29			29	13	9	7	71	29	13	9	7	71		1.67¹			2.04³
06N04232	160-170	Cd3	S	25			25	8	10	7	75	25	8	10	7	75		1.64¹			2.02³
06N04233	170-178	Cd4	S	23			23	7	8	8	77	23	7	8	8	77		1.61¹			2.00³
06N04234	178-193	Cd5	S	29			29	9	10	10	71	29	9	10	10	71		1.66¹			2.03³
06N04235	193-203	Cd6	S	26			26	9	10	7	74	26	9	10	7	74		1.64¹			2.02³

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---)


06N04223	0-9	A1	S	tr	--	--	tr	--	--	tr	100	7	24	23			11		1.52		0.72
06N04224	9-19	A2	S	1	--	--	tr	--	tr	tr	99	6	17	15	26	36	10				0.62	0.287	4.1	11.5	4.2	11.6	0.11	0.11
06N04225	19-28	AB	S	tr	--	--	tr	--	tr	tr	100	7	20	19	16	38	9				0.44	0.230	4.7	9.6	4.7	9.7	0.15	0.15
06N04226	28-42	Bg1	S	tr	--	--	tr	--	tr	tr	100	6	20	19	17	38	8				0.42	0.233	5.0	9.6	5.3	9.7	0.18	0.18
06N04227	42-61	Bg2	S	tr	--	--	tr	--	--	tr	100	7	25	23	11	34	12				0.38	0.168	2.7	7.0	2.7	7.0	0.11	0.11
06N04228	61-92	Bg3	S	1	--	--	1	--	1	tr	99	8	29	23	7	33	11				0.40	0.160	2.3	6.2	2.1	6.2	0.10	0.10
06N04229	92-138	BCg	S	17	--	5	13	6	4	2	83	10	27	16	5	26	11				0.43	0.162	1.6	3.9	2.0	4.8	0.09	0.11
06N04230	138-147	Cd1	S	13	--	--	13	5	5	3	87	14	23	10	7	32	7				0.46	0.323	4.0	6.0	4.6	7.1	0.20	0.23
06N04231	147-160	Cd2	S	18	--	--	18	8	6	4	82	14	21	9			27				0.46
06N04232	160-170	Cd3	S	15	--	--	15	5	6	4	85	17	21	8			30				0.37
06N04233	170-178	Cd4	S	13	--	--	14	4	5	5	87	17	21	9			19				0.44
06N04234	178-193	Cd5	S	17	--	--	18	6	6	6	83	16	21	8			26				0.46
06N04235	193-203	Cd6	S	16	--	--	16	6	6	4	84	16	21	8			28				0.47

*** Supplementary Characterization Data ***

Pedon ID: S2006OH097003

( Madison, Ohio )

Print Date: Nov 21 2024 12:27PM

Sampled As	:	Kokomo		Fine, mixed, superactive, mesic Typic Endoaquolls
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 06N0948

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

06N04223	0-9	A1	S	--	--	--	23	76	74	tr	2	6	9	8	18	58	74		sic	13.5	43.9	42.6	6.9
06N04224	9-19	A2	S	2	2	2	24	74	67	tr	2	5	9	8	19	56	68		sic	14.8	44.8	40.4	7.1
06N04225	19-28	AB	S	2	2	2	24	74	71	1	2	4	8	9	21	54	73		sic	14.4	43.5	42.1	7.2
06N04226	28-42	Bg1	S	2	2	--	24	75	70	1	2	4	9	8	21	55	71		sic	14.0	44.4	41.6	7.3
06N04227	42-61	Bg2	S	--	--	--	22	78	71	tr	2	4	8	9	21	57	72		sic	12.7	45.6	41.7	7.4
06N04228	61-92	Bg3	S	2	2	2	21	77	62	1	2	4	6	8	23	56	63		sicl	13.2	48.1	38.7	7.4
06N04229	92-138	BCg	S	32	23	12	18	50	29	1	3	5	7	10	26	47	42		sicl	18.9	51.5	29.6	7.6
06N04230	138-147	Cd1	S	27	27	17	27	47	21	4	5	7	11	10	24	39	28		l	28.5	49.5	22.0	7.6
06N04231	147-160	Cd2	S	34	34	19	26	40	17	3	7	8	11	11	22	38	26		l	31.6	47.6	20.8	7.7
06N04232	160-170	Cd3	S	29	29	20	32	39	16	6	7	8	11	11	23	33	22		l	36.4	45.4	18.2	7.7
06N04233	170-178	Cd4	S	27	27	19	33	40	17	6	6	10	11	12	23	32	23		l	36.5	44.6	18.9	7.7
06N04234	178-193	Cd5	S	33	33	23	29	38	14	4	7	9	12	12	22	35	21		l	36.0	46.5	17.5	7.7
06N04235	193-203	Cd6	S	30	30	20	30	40	15	3	7	9	12	12	22	34	22		l	35.5	46.5	18.0	7.7

NSSC SSL Report Creation