NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: S2019CT007023

( Middlesex, Connecticut )

Print Date: Dec 7 2025 11:46PM

Sampled as on Jun 26, 2019:	Gloucester ; Sandy-skeletal, mixed, mesic Typic Dystrudept
Revised to :

				United States Department of Agriculture
SSL	-	Project	C2019USCT071 MLRA 144A CAES Forest Plot Mapping	Natural Resources Conservation Service
	-	Site ID	S2019CT007023 Lat: 41° 36' 32.25" north Long: 72° 33' 28.44" west MLRA: 144A	National Soil Survey Center
	-	Pedon No.	19N0579	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


19N03334	0-5	Oe	S	100	100	100	100	100	100	100	98
19N03335	5-8	A	S	100	98	96	94	92	89	86	81	69	39	17	9	4	78	72	60	44	32	0.25	0.144	0.006			43.6	1.3
19N03336	8-15	Bw1	S	100	100	100	100	100	95	90	85	71	42	20	12	7	81	74	63	47	35	0.21	0.118	0.003			64.8	1.9
19N03337	15-41	Bw2	S	100	100	100	100	100	92	84	78	66	39	16	11	7	76	68	57	46	28	0.30	0.141	0.004			71.1	2.3
19N03338	41-75	Bw3	S	100	100	100	100	100	90	80	71	50	18	6	3	2	64	53	41	22	12	0.77	0.410	0.038			20.4	0.7
19N03339	75-109	2C/B	S	100	100	100	100	100	91	82	73	57	19	6	3	1	68	60	46	25	13	0.49	0.308	0.034			14.4	0.9
19N03340	75-109	2C/B	S	100	100	100	100	100	97	94	89	77	48	20	11	5	86	79	69	53	41	0.15	0.085	0.004			35.1	1.6
19N03341	109-120	2C	S	100	100	100	100	100	91	82	72	53	21	5	3	1	67	57	42	28	10	0.62	0.357	0.046			13.3	0.5

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

19N03334	0-5	Oe	S	4	2		2	--	--	2	96	2	--	--	2	98		1.48¹			1.92³
19N03335	5-8	A	S	21	3		18	8	6	5	79	19	8	6	5	81		0.76	0.91	1.09	1.47	0.63	0.73	0.77	0.97	1.39	2.49	3.21
19N03336	8-15	Bw1	S	40	24	5	11	--	7	4	60	15	--	10	5	85		1.12	1.16	1.29	1.70	1.02	1.05	1.06	1.28	1.64	1.37	1.60
19N03337	15-41	Bw2	S	38	17	3	18	tr	13	5	62	22	tr	16	6	78		1.53	1.56	1.65	1.95	1.37	1.39	1.40	1.54	1.85	0.73	0.93
19N03338	41-75	Bw3	S	52	8	24	20	--	14	6	48	29	--	20	9	71		1.66¹			2.03³
19N03339	75-109	2C/B	S	29		3	26	--	17	9	71	27	--	18	9	73		1.65¹			2.03³
19N03340	75-109	2C/B	S	15		4	11	--	6	5	85	11	--	6	5	89		1.40	1.41	1.68	1.87	1.32	1.33	1.33	1.63	1.82	0.89	1.01
19N03341	109-120	2C	S	40		16	24	--	15	8	60	28	--	18	10	72		1.66¹			2.03³

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: S2019CT007023

( Middlesex, Connecticut )

Print Date: Dec 7 2025 11:46PM

Sampled As	:	Gloucester		Sandy-skeletal, mixed, mesic Typic Dystrudept
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 19N0579

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---)


19N03334	0-5	Oe	S	2	1	--	1	--	--	1	98						22
19N03335	5-8	A	S	6	1	--	5	2	2	1	94	13	8	1	38	33	24		5.98		3.67	1.408	4.6	6.2	5.0	6.9	0.22	0.23
19N03336	8-15	Bw1	S	6	10	2	5	--	3	2	94	21	12	3	41	17	13		1.85		0.88	0.153	0.9	1.2	1.0	1.3	0.12	0.18
19N03337	15-41	Bw2	S	13	10	2	10	tr	8	3	87	29	12	4	30	12	7		0.84		0.59	0.075	0.4	0.6	0.5	0.7	0.07	0.10
19N03338	41-75	Bw3	S	17	5	15	12	--	9	4	83	37	6	1			3		1.50		0.77
19N03339	75-109	2C/B	S	17	--	2	16	--	11	6	83	38	7	1			1		2.00		0.91
19N03340	75-109	2C/B	S	6	--	2	6	--	3	3	94	26	19	3	19	28	2		1.02		0.68	0.050	0.2	0.2	0.3	0.3	0.23	0.25
19N03341	109-120	2C	S	17	--	10	15	--	9	5	83	38	6	1			1		1.36		0.64

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

19N03334	0-5	Oe	S																				3.7
19N03335	5-8	A	S	22	19	11	49	29	4	4	8	16	21	14	20	17	5		fsl	59.9	35.2	4.9	3.4
19N03336	8-15	Bw1	S	42	12	12	37	21	5	5	9	14	20	16	19	17	9		fsl	58.8	32.7	8.5	4.5
19N03337	15-41	Bw2	S	40	19	19	42	18	6	3	11	16	17	24	18	12	10		fsl	63.6	27.1	9.3	4.5
19N03338	41-75	Bw3	S	53	20	20	40	7	1	10	15	17	28	15	9	5	3		ls	83.2	14.2	2.6	4.8
19N03339	75-109	2C/B	S	29	26	26	59	12	1	7	11	20	29	17	9	7	1		ls	82.6	16.3	1.1	5.1
19N03340	75-109	2C/B	S	16	12	12	49	35	5	4	8	12	19	15	25	17	6		fsl	54.4	39.6	6.0	4.6
19N03341	109-120	2C	S	40	24	23	52	8	1	8	13	21	21	24	8	6	1		ls	85.5	13.1	1.4	5.1

NSSC SSL Report Creation