NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2016NH007001

( Coos, New Hampshire )

Print Date: May 20 2024 12:13PM

Sampled as on Aug 21, 2016:	Medomak ; Coarse-loamy, mixed, superactive, acid, frigid Humaqueptic Fluvaquents
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2016USVT153 NWCA Intensification - VT (SSR 12)	Natural Resources Conservation Service
	-	Site ID	S2016NH007001 Lat: 44° 30' 48.74" north Long: 71° 34' 53.10" west MLRA: 144B	National Soil Survey Center
	-	Pedon No.	16N2129	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


16N09701	0-13	Oa	S	100	100	100	100	100	100	100	100	100	94	61	32	13	100	100	100	98	90	0.02	0.012	0.001			15.1	0.9
16N09702	13-32	A	S	100	100	100	100	100	100	100	100	100	86	49	26	10	100	100	100	93	73	0.03	0.021	0.002			16.6	0.8
16N09703	32-81	Cg	S	100	100	100	100	100	100	100	100	100	71	25	12	4	100	100	100	84	47	0.06	0.053	0.004			16.6	2.6
16N09704	81-100	Cg	S	100	100	100	100	100	100	100	100	99	48	15	7	1	100	100	98	60	34	0.10	0.077	0.009			11.8	2.0

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
																						DbWR1		DbWR1

16N09701	0-13	Oa	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
16N09702	13-32	A	S	--			--	--	--	--	100	--	--	--	--	100		0.92	1.02	1.34	1.57	0.92		1.02	1.34	1.57	1.88	1.88
16N09703	32-81	Cg	S	--			--	--	--	--	100	--	--	--	--	100		1.38	1.39	1.66	1.86	1.38		1.39	1.65	1.86	0.92	0.92
16N09704	81-100	Cg	S	--			--	--	--	--	100	--	--	--	--	100		1.48	1.50	1.73	1.92	1.48		1.50	1.73	1.92	0.79	0.79

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---)


16N09701	0-13	Oa	S	--	--	--	--	--	--	--	100	6	42	7			15
16N09702	13-32	A	S	--	--	--	--	--	--	--	100	9	22	4	23	42	11					0.337		3.5		3.5
16N09703	32-81	Cg	S	--	--	--	--	--	--	--	100	28	22	2	20	28	15					0.047		0.2		0.2
16N09704	81-100	Cg	S	--	--	--	--	--	--	--	100	37	18	1	19	25	21					0.308		0.4		0.4

*** Supplementary Characterization Data ***

Pedon ID: S2016NH007001

( Coos, New Hampshire )

Print Date: May 20 2024 12:13PM

Sampled As	:	Medomak		Coarse-loamy, mixed, superactive, acid, frigid Humaqueptic Fluvaquents
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 16N2129

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

16N09701	0-13	Oa	S	--	--	--	12	88	14	--	tr	tr	2	9	32	56	14		sil	10.3	77.1	12.6	3.9
16N09702	13-32	A	S	--	--	--	30	70	12	--	--	tr	7	22	27	43	12		sil	26.7	62.9	10.4	4.2
16N09703	32-81	Cg	S	--	--	--	55	45	4	--	tr	tr	16	39	24	21	4		vfsl	52.8	42.9	4.3	4.8
16N09704	81-100	Cg	S	--	--	--	67	33	1	--	--	2	38	26	19	14	1		fsl	66.0	32.7	1.3	4.8

NSSC SSL Report Creation