NSSC SSL Report Creation

*** Supplementary Characterization Data ***

Pedon ID: 82AK130147

( Ketchikan Gateway Borough, Alaska )

Print Date: Nov 21 2024 3:56PM

Sampled as on Aug 1, 1982:	Kupreanof ; Thixotropic-skeletal Humic Cryorthod
Revised to correlated:	Kupreanof ; Loamy-skeletal, mixed Typic Humicryods

				United States Department of Agriculture
SSL	-	Project	CP83AK047 TONGASS NATL FOREST-KETCHIKAN AREA	Natural Resources Conservation Service
	-	Site ID	S1982AK130147 Lat: 55° 26' 30.00" north Long: 132° 29' 45.00" west MLRA: 168	National Soil Survey Center
	-	Pedon No.	83P0203	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


83P00932	0-5	E	S	100	100	100	100	100	97	93	86	77	69	50	23	4	81	78	75	72	66	0.04	0.020	0.003			13.2	0.6
83P00933	5-23	Bhs	S	100	99	99	98	98	87	75	60	48	39	27	12	2	55	49	45	41	36	2.00	0.536	0.004			>100	0.1
83P00934	23-46	BC	S	100	96	94	90	87	74	61	51	36	24	14	7	2	45	38	32	26	21	4.32	1.795	0.009			>100	0.9
83P00935	46-66	C	S	100	94	91	85	81	59	37	28	22	19	14	6	2	25	22	21	20	18	9.75	7.101	0.010			>100	59.7

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

83P00930	23-13	Oi	S										--	--	3
83P00931	13-0	Oe	S										--	1	1
83P00932	0-5	E	S	14	--	--	14	--	7	7	86	14	--	7	7	86		1.55¹
83P00933	5-23	Bhs	S	40	--	--	40	2	23	15	60	40	2	23	15	60		1.76¹
83P00934	23-46	BC	S	49	--	--	49	13	26	10	51	49	13	26	10	51		1.86¹
83P00935	46-66	C	S	72	--	--	72	19	44	9	28	72	19	44	9	28		2.15¹

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.

*** Supplementary Characterization Data ***

Pedon ID: 82AK130147

( Ketchikan Gateway Borough, Alaska )

Print Date: Nov 21 2024 3:56PM

Sampled As	:	Kupreanof		Thixotropic-skeletal Humic Cryorthod
USDA-NRCS-NSSC-Soil Survey Laboratory			;	Pedon No. 83P0203

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---)
																					8D1

83P00932	0-5	E	S	8	--	--	8	--	4	4	92	12	36	3	42		34		4.12		1.33
83P00933	5-23	Bhs	S	26	--	--	26	1	15	10	74	16	23	1	34		27		14.97		6.06
83P00934	23-46	BC	S	35	--	--	35	9	19	7	65	21	14	1	30				4.88		2.71
83P00935	46-66	C	S	59	--	--	59	16	36	7	41	8	13	1	19				1.87		0.69

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	4C1a2a

83P00930	23-13	Oi	S																				3.3
83P00931	13-0	Oe	S																				2.8
83P00932	0-5	E	S	15	15	15	21	65	5	6	5	3	4	7	20	56	5		sil	23.0	71.9	5.1	3.3
83P00933	5-23	Bhs	S	41	41	39	24	35	2	9	10	8	7	8	16	43	4		sil	39.6	57.0	3.4	4.1
83P00934	23-46	BC	S	50	50	37	30	20	2	13	14	12	12	10	14	26	4		cosl	58.6	38.0	3.4	5.3
83P00935	46-66	C	S	73	73	54	10	17	2	12	9	6	4	5	18	45	7		sil	34.5	59.3	6.2	4.5

NSSC SSL Report Creation