*** Supplementary Characterization Data ***

Pedon ID: S1958NJ023001

( Middlesex, New Jersey )

Print Date: Nov 21 2024 3:09PM

Sampled as on Apr 1, 1958:	Matapeake
Revised to :

				United States Department of Agriculture
SSL	-	Project	NL40001   SSIR SAMPLES	Soil Conservation Service
	-	Site ID	S1958NJ023001   Lat: 40° 22' 1.00" north  Long: 74° 29' 48.00" west  MLRA: 149A	Beltsville Soil Survey Laboratory
	-	Pedon No.	40A0344	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
40A02544	0-25	Ap	S	100	100	100	100	100	100	100	100	96	87	49	28	14	99	97	94	91	81	0.03	0.020	0.001			27.1	1.2
40A02545	25-30	E/B	S	100	100	100	100	100	100	100	100	98	91	58	35	20	100	98	97	95	87	0.02	0.013	0.001			34.6	1.0
40A02546	30-53	Bt1	S	100	100	100	100	100	100	100	100	99	92	58	41	30	100	99	98	96	87	0.02	0.011	--			50.2	0.4
40A02547	53-69	Bt2	S	100	100	100	100	100	100	100	100	98	86	48	30	19	100	99	97	92	78	0.03	0.021	0.001			42.4	1.2
40A02548	69-86	2C	S	100	100	100	100	100	100	100	100	90	67	35	22	13	97	92	85	73	60	0.05	0.035	0.001			43.4	2.3
40A02549	86-102	3C	S	100	100	100	100	100	100	100	100	68	48	38	28	22	88	72	59	49	47	0.27	0.108	0.001			>100	0.3

---

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
40A02544	0-25	Ap	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.78	1.903				1.78	1.901	0.83	0.83
40A02545	25-30	E/B	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.78	1.903				1.79	1.901	0.83	0.83
40A02546	30-53	Bt1	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.80	1.903				1.80	1.901	0.83	0.83
40A02547	53-69	Bt2	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.75	1.903				1.75	1.901	0.83	0.83
40A02548	69-86	2C	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.62	1.903				1.62	1.901	0.83	0.83
40A02549	86-102	3C	S	--	--	--	--	--	--	--	100	--	--	--	--	100		1.451		1.57	1.903				1.57	1.901	0.83	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: S1958NJ023001

( Middlesex, New Jersey )

Print Date: Nov 21 2024 3:09PM

Sampled As	:	Matapeake
USDA-SCS-Soil Survey Laboratory			;	Pedon No.  40A0344

---

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---)
40A02544	0-25	Ap	S	--	--	--	--	--	--	--	100	10	37	8	12	33	9		0.85		0.45						0.24
40A02545	25-30	E/B	S	--	--	--	--	--	--	--	100	7	36	11	12	33	5		0.50		0.41						0.22
40A02546	30-53	Bt1	S	--	--	--	--	--	--	--	100	7	31	16	10	35			0.44		0.38						0.19
40A02547	53-69	Bt2	S	--	--	--	--	--	--	--	100	12	32	10	15	30			0.52		0.47						0.17
40A02548	69-86	2C	S	--	--	--	--	--	--	--	100	22	25	7	28	17			0.61		0.48						0.08
40A02549	86-102	3C	S	--	--	--	--	--	--	--	100	29	14	12	33	12			0.39		0.33						0.01

---

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
40A02544	0-25	Ap	S				22	78	17	1	3	3	4	11	37	41	17		sil	18.9	66.8	14.3
40A02545	25-30	E/B	S				17	83	25	1	2	2	3	10	36	47	25		sil	13.5	66.3	20.2
40A02546	30-53	Bt1	S				19	81	43	tr	1	1	3	14	41	39	43		sicl	13.5	56.4	30.1
40A02547	53-69	Bt2	S				27	73	23	tr	1	2	6	17	37	36	23		sil	21.8	59.4	18.8
40A02548	69-86	2C	S				46	54	15	3	6	8	14	16	28	25	15		l	40.4	46.6	13.0
40A02549	86-102	3C	S				68	32	28	16	20	17	12	3	11	21	28		scl	53.5	24.8	21.7