NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2010NJ011001

( Cumberland, New Jersey )

Print Date: Nov 24 2024 1:11AM

Sampled as on Jul 10, 2010:	Fallsington ; Fine-loamy, mixed, active, mesic Typic Endoaquult
Revised to correlated on Mar 17, 2013:	Hurlock ; Coarse-loamy, siliceous, semiactive, mesic Typic Endoaquults

				United States Department of Agriculture
SSL	-	Project	C2010USNJ125 Camden, Cumberland & Salem Co.s	Natural Resources Conservation Service
	-	Site ID	S2010NJ011001 Lat: 39° 22' 19.02" north Long: 75° 17' 56.32" west MLRA: 149A	National Soil Survey Center
	-	Pedon No.	10N1316	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


10N06276	0-6	Oe	S	100	100	100	100	100	100	100	100
10N06277	6-13	A1	S	100	100	100	100	100	100	100	100	87	36	17	10	5	100	93	70	41	30	0.18	0.133	0.005			33.3	2.6
10N06278	13-23	A2	S	100	100	100	100	100	100	100	100	87	38	19	11	7	99	92	71	43	31	0.18	0.127	0.004			45.3	3.1
10N06279	23-40	BE	S	100	100	100	100	100	100	100	100	88	39	20	12	7	99	93	75	45	33	0.16	0.117	0.004			44.1	3.0
10N06280	40-73	Btg1	S	100	100	100	100	100	100	100	100	87	42	25	16	11	99	92	72	46	36	0.16	0.115	0.002			98.1	3.5
10N06281	73-87	Btg2	S	100	100	100	100	100	100	100	100	89	50	29	19	13	98	92	79	54	45	0.13	0.076	0.001			>100	3.2
10N06282	87-137	BCg	S	100	100	100	100	100	100	100	100	77	28	14	10	7	98	84	55	31	24	0.28	0.208	0.005			57.2	5.7
10N06283	137-170	Cg1&2	S	100	100	100	100	100	100	100	100	71	16	8	6	5	97	80	45	18	13	0.34	0.275	0.031			11.0	2.2

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
																						DbWR1		DbWR1

10N06276	0-6	Oe	S	--			--	--	--	--	100	--	--	--	--	100
10N06277	6-13	A1	S	--			--	--	--	--	100	--	--	--	--	100		1.42	1.44	1.60	1.88	1.42	1.43	1.44	1.61	1.88	0.87	0.87
10N06278	13-23	A2	S	--			--	--	--	--	100	--	--	--	--	100		1.57	1.59	1.77	1.98	1.57	1.58	1.59	1.77	1.98	0.69	0.69
10N06279	23-40	BE	S	--			--	--	--	--	100	--	--	--	--	100		1.72	1.72	1.91	2.07	1.72	1.72	1.72	1.90	2.07	0.54	0.54
10N06280	40-73	Btg1	S	tr			tr	--	--	tr	100	tr	--	--	tr	100		1.80	1.84	1.98	2.12	1.80	1.83	1.84	1.99	2.12	0.47	0.47
10N06281	73-87	Btg2	S	tr			tr	--	tr	tr	100	tr	--	tr	tr	100		1.70	1.79	1.92	2.06	1.70	1.76	1.79	1.92	2.06	0.56	0.56
10N06282	87-137	BCg	S	tr			tr	--	--	tr	100	tr	--	--	tr	100		1.83	1.87	2.01	2.14	1.83	1.86	1.87	2.02	2.14	0.45	0.45
10N06283	137-170	Cg1&2	S	tr			tr	--	--	tr	100	tr	--	--	tr	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.

*** Supplementary Characterization Data ***

Pedon ID: S2010NJ011001

( Cumberland, New Jersey )

Print Date: Nov 24 2024 1:11AM

Sampled As	:	Fallsington		Fine-loamy, mixed, active, mesic Typic Endoaquult
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 10N1316

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---)


10N06276	0-6	Oe	S	--	--	--	--	--	--	--	100						25
10N06277	6-13	A1	S	--	--	--	--	--	--	--	100	38	14	2	28	18	29	0.24	2.64		1.02	0.111	0.2	0.5	0.2	0.5	0.12	0.12
10N06278	13-23	A2	S	--	--	--	--	--	--	--	100	41	15	4	21	20	30	0.38	1.42		0.58	0.062	0.2	0.4	0.2	0.4	0.14	0.14
10N06279	23-40	BE	S	--	--	--	--	--	--	--	100	44	17	4	16	19	13	0.26	0.78		0.46	--	--	--	--	--	0.13	0.13
10N06280	40-73	Btg1	S	tr	--	--	tr	--	--	tr	100	43	17	7	14	18	32	0.38	0.60		0.38	0.064	0.6	0.7	0.6	0.7	0.11	0.11
10N06281	73-87	Btg2	S	tr	--	--	tr	--	--	--	100	35	20	8	14	22	14	0.53	0.52		0.40	0.130	1.2	1.7	1.2	1.7	0.13	0.13
10N06282	87-137	BCg	S	tr	--	--	tr	--	--	tr	100	52	12	5	13	18	8	0.53	0.42		0.41	0.095	0.5	0.7	0.5	0.7	0.13	0.13
10N06283	137-170	Cg1&2	S	tr	--	--	tr	--	--	tr	100	47	4	3			5	0.51	0.36		0.40

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

10N06277	6-13	A1	S	--	--	--	74	26	5	tr	7	24	31	12	13	13	5		fsl	70.4	25.1	4.5	3.6
10N06278	13-23	A2	S	--	--	--	74	26	7	1	8	23	30	12	13	13	7		fsl	68.8	24.7	6.5	3.8
10N06279	23-40	BE	S	--	--	--	72	28	7	1	7	19	33	13	13	15	7		fsl	67.3	26.2	6.5	4.1
10N06280	40-73	Btg1	S	--	--	--	71	28	12	1	8	22	30	11	13	15	12		fsl	63.8	25.3	10.9	4.0
10N06281	73-87	Btg2	S	--	--	--	64	36	15	2	7	14	29	11	18	18	15		fsl	55.5	31.4	13.1	4.0
10N06282	87-137	BCg	S	--	--	--	82	18	8	2	15	32	25	7	11	7	8		sl	75.8	16.8	7.4	4.0
10N06283	137-170	Cg1&2	S	--	--	--	91	8	5	3	18	37	28	6	5	3	5		ls	87.2	8.1	4.7	4.1

NSSC SSL Report Creation