NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2018NY047018

( Kings, New York )

Print Date: Dec 6 2025 11:01AM

Sampled as on Nov 26, 2018:	Marshneck ; Coarse-loamy, mixed, superactive, nonacid, mesic Typic Sulfiwassent
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2019USNY032 MLRA 149B Jamaica Bay NY Subaqueous Soil Survey 2/2	Natural Resources Conservation Service
	-	Site ID	S2018NY047018 Lat: 40° 37' 17.81" north Long: 73° 51' 21.09" west MLRA: 149B	National Soil Survey Center
	-	Pedon No.	19N0195	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


19N01036	0-13	Ase1	S	100	100	100	100	100	100	100	100	100	92	68	49	37	100	100	100	96	86	0.01	0.005	tr			30.1	0.4
19N01037	13-47	Ase2	S	100	100	100	100	100	100	100	100	100	77	40	29	22	100	100	100	88	58	0.05	0.033	0.001			91.7	1.0
19N01038	47-118	Cse1	S	100	100	100	100	100	100	100	100	100	31	12	9	7	100	100	99	45	18	0.13	0.109	0.008			15.7	4.4
19N01039	118-142	Cse2	S	100	100	100	100	100	100	100	100	100	9	2	2	2	100	100	99	14	3	0.16	0.148	0.078			2.1	1.1

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


19N01036	0-13	Ase1	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
19N01037	13-47	Ase2	S	--			--	--	--	--	100	--	--	--	--	100		1.45¹			1.90³
19N01038	47-118	Cse1	S	tr			tr	--	tr	--	100	tr	--	tr	--	100		1.45¹			1.90³
19N01039	118-142	Cse2	S	1			1	tr	tr	--	99	1	tr	tr	--	99		1.46¹			1.91³

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---)


19N01036	0-13	Ase1	S	--	--	--	--	--	--	--	100	8	27	20			10				0.50
19N01037	13-47	Ase2	S	--	--	--	--	--	--	--	100	23	20	12			9		2.74		0.53
19N01038	47-118	Cse1	S	tr	--	--	tr	--	tr	--	100	45	6	4			6		3.25		0.45
19N01039	118-142	Cse2	S	1	--	--	1	tr	tr	--	99	53	1	1			11				0.65

*** Supplementary Characterization Data ***

Pedon ID: S2018NY047018

( Kings, New York )

Print Date: Dec 6 2025 11:01AM

Sampled As	:	Marshneck		Coarse-loamy, mixed, superactive, nonacid, mesic Typic Sulfiwassent
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 19N0195

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				-2	-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		4F2

19N01036	0-13	Ase1	S	--	--	--	22	78	58	--	tr	tr	5	16	29	49	58		sicl	13.9	49.5	36.6	3.8
19N01037	13-47	Ase2	S	--	--	--	54	46	28	--	tr	tr	15	38	23	24	28		l	41.9	36.1	22.0	4.5		34.30
19N01038	47-118	Cse1	S	--	--	--	89	11	8	--	tr	1	58	29	6	5	8		lfs	82.5	10.2	7.3	6.4		22.51
19N01039	118-142	Cse2	S	1	1	--	98	1	2	--	--	1	87	11	1	--	2		fs	96.6	1.4	2.0	6.1		25.95

NSSC SSL Report Creation