Project Name:	TYE
	Project Code:	TYE	Site ID:	H240	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	Small borrow pit on N side of Dobson H`way:1.1KM E
	 of sharp bend at Lady Barron Ck crossing:
	Date Desc.:	20/12/61	Elevation:	 823 metres
	Map Ref.:	Rainfall:	1700
	Northing/Long.:	146.645	Runoff:	Moderately rapid
	Easting/Lat.:	-42.68333333	Drainage:	Imperfectly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Soil pit, 1.8 m deep,Dolerite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	No Data
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	No Data	Slope Category:	No Data
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Basic Petroferric Orthic Tenosol     	Principal Profile Form:	Um6.34
	ASC Confidence:	Great Soil Group:	Brown podzolic soil
	All necessary analytical data are available.
	Site Disturbance:	No effective disturbance. Natural
	Vegetation:
	Mid Strata - Tree, , Closed or dense. *Species includes - None recorded
	Tall Strata - Tree, , . *Species includes - Eucalyptus delegatensis
	Surface Coarse Fragments:	10-20%, bouldery, 600mm-2m, , 
	Profile Morphology
	O1	0 - 0.01 m	Organic Layer; Black (7.5YR2/1-Moist); ; Loam (Sapric); Moderate grade of structure, <2 mm, 
	Granular; Wet; Loose consistence; 2-10%, cobbly, 60-200mm, Dolerite, coarse fragments; 
	Diffuse change to - 
	A1	0.01 - 0.08 m	Black (7.5YR2/1-Moist); ; Loam (Sapric); Moderate grade of structure, <2 mm, Granular; Wet; 
	Very weak consistence; 50-90%, cobbly, 60-200mm, Dolerite, coarse fragments; Abundant, 
	coarse (>5mm) roots; Diffuse change to - 
	0.08 - 0.15 m	Strong brown (7.5YR5/6-Moist); , 7.5YR21; Loam (Heavy); Moderate grade of structure, <2 mm, 
	Granular; Weak consistence; 20-50%, cobbly, 60-200mm, Gravel, coarse fragments; Abundant
	0.15 - 0.23 m	Strong brown (7.5YR5/6-Moist); ; Loam (Heavy); Moderate grade of structure, <2 mm, Granular; 
	Very weak consistence; 20-50%, cobbly, 60-200mm, Gravel, coarse fragments; Common
	0.23 - 0.33 m	Strong brown (7.5YR5/6-Moist); ; Clay loam; Moderate grade of structure, <2 mm, Granular; Very 
	weak consistence; 50-90%, cobbly, 60-200mm, Gravel, coarse fragments; Common
	0.33 - 0.43 m	Strong brown (7.5YR5/6-Moist); ; Clay loam; Moderate grade of structure, <2 mm, Granular; Very 
	weak consistence; 20-50%, cobbly, 60-200mm, Gravel, coarse fragments; Common
	0.43 - 0.56 m	Strong brown (7.5YR5/8-Moist); ; Loam (Heavy); Moderate grade of structure, <2 mm, Granular; 
	Very weak consistence; 20-50%, cobbly, 60-200mm, Gravel, coarse fragments; Few
	0.56 - 0.76 m	Yellowish brown (10YR5/8-Moist); , 7.5YR56; Loam (Heavy); Moderate grade of structure, <2 
	mm, Granular; Very weak consistence; 50-90%, cobbly, 60-200mm, Gravel, coarse fragments; 
	FewClear change to - 
	0.79 - 0.86 m	Strong brown (7.5YR5/6-Moist); , 2.5YR48; Loam (Heavy); Massive grade of structure; Weak 
	consistence; 50-90%, cobbly, 60-200mm, Gravel, coarse fragments; Ortstein, Strongly 
	cemented, Continuous, Massive; Few
	0.86 - 1.07 m	Strong brown (7.5YR5/6-Moist); , 2.5YR48; , N20; Loam; Massive grade of structure; Weak 
	consistence; 50-90%, cobbly, 60-200mm, Gravel, coarse fragments; Ortstein, Strongly 
	cemented, Continuous, Massive; FewGradual change to - 

	Project Name:	TYE
	Project Code:	TYE	Site ID:	H240	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	1.07 - 1.27 m	Dark yellowish brown (10YR4/6-Moist); , 7.5YR44; Coarse sandy loam; Massive grade of 
	structure; Weak consistence; 20-50%, cobbly, 60-200mm, Gravel, coarse fragments; Ortstein, 
	Moderately cemented, Continuous, Massive; FewClear change to - 
	1.27 - 1.37 m	Yellowish brown (10YR5/6-Moist); , 10YR44; Coarse sandy loam; Massive grade of structure; 
	Very weak consistence; 50-90%, coarse gravelly, 20-60mm, Gravel, coarse fragments; Ortstein, 
	Weakly cemented, Continuous, Massive; FewGradual change to - 
	1.37 - 1.52 m	Dark yellowish brown (10YR4/6-Moist); , 10YR56; , 10YR21; 90-100%, Gravel, coarse fragments;
	 FewClear change to - 
	1.52 - 1.65 m	Yellowish brown (10YR5/4-Moist); , 10YR46; , 10YR21; 20-50%, Gravel, coarse fragments; 
	FewGradual change to - 
	1.65 - 1.83 m	; 
	Morphological Notes
	W`d DR stones @ much BL FE/MN faces+>60% <100MM DR fragment
	Observation Notes
	0-30CM CONCENTRATION OF BOULDERS 300MM-1500MM:137-165CM W`D DR STONES WITH MUCH BLACK FE/MN 
	COATINGS:                   
	Site Notes
	ELLENDALE

	Project Name:	TYE
	Project Code:	TYE	Site ID:	H240	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Test Results:
	Depth	pH	1:5 EC	Exchangeable Cations 	Exchangeable	CEC	ECEC	ESP
	Ca	Mg	K	Na	Acidity
	 m	 dS/m	Cmol (+)/kg 	%
	0 - 0.01	4.4A	 0.402A	 22.1H	 8.5	 1.9	 0.62	 66H	 99.1B
	0.01 - 0.08	4.8A	 0.167A	 4.2H	 2.3	 0.84	 0.35	 26.2H	 46.4B
	 38.7E
	0.08 - 0.15	4.9A	 0.101A
	0.15 - 0.23	5.1A	 0.068A
	0.23 - 0.33	5.6A	 0.054A	 2.2H	 1.1	 0.35	 0.32	 11.1H	 27.2B
	 23.2E
	0.33 - 0.43	5.8A	 0.048A
	0.43 - 0.56	5.9A	 0.048A	 2.1H	 0.95	 0.17	 0.44	 12.5H	 32.2B
	 28.5E
	0.56 - 0.76	5.8A	 0.042A
	0.79 - 0.86	5.7A	 0.024A
	0.86 - 1.07	5.8A	 0.021A	 1.2H	 0.16	 0.13	 0.27	 6.7H	 18.8B
	 17E
	1.07 - 1.27	6.1A	 0.024A
	1.27 - 1.37	6.2A	 0.024A
	1.37 - 1.52	6.3A	 0.027A
	1.52 - 1.65	6.2A	 0.03A
	1.65 - 1.83	6.4A	 0.021A	 7.5H	 2	 0.49	 1.1	 5.6H	 24B
	 12.9E
	Depth	CaCO3	Organic	Avail.	Total	Total	Total	Bulk 	Particle  Size  Analysis
	C	P	P	N	K	Density	GV	CS	FS	Silt	Clay
	 m	%	%	 mg/kg	%	%	%	 Mg/m3	%
	0 - 0.01	 41.1D	 0.039D	 0.615A	 23	 2B	 8	 11	 12
	0.01 - 0.08	 13.5D	 0.023D	 0.244A	 44	 12B	 31	 15	 20
	0.08 - 0.15	 5.84D	 0.113A
	0.15 - 0.23	 4.2D	 0.091A
	0.23 - 0.33	 3.19D	 0.082A	 55	 15B	 30	 17	 27
	0.33 - 0.43	 2.69D	 0.09A
	0.43 - 0.56	 25	 20D	 33	 21	 20
	0.56 - 0.76
	0.79 - 0.86
	0.86 - 1.07	 47	 23B	 35	 17	 18
	1.07 - 1.27
	1.27 - 1.37
	1.37 - 1.52
	1.52 - 1.65
	1.65 - 1.83	 38	 37B	 30	 14	 13
	Depth	COLE	Gravimetric/Volumetric Water Contents	K sat	K unsat
	Sat.	0.05 Bar	0.1 Bar	0.5 Bar	1 Bar	5 Bar	15 Bar
	 m	g/g -  m3/m3	mm/h	mm/h
	0 - 0.01
	0.01 - 0.08
	0.08 - 0.15
	0.15 - 0.23
	0.23 - 0.33
	0.33 - 0.43
	0.43 - 0.56

	Project Name:	TYE
	Project Code:	TYE	Site ID:	H240	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	0.56 - 0.76
	0.79 - 0.86
	0.86 - 1.07
	1.07 - 1.27
	1.27 - 1.37
	1.37 - 1.52
	1.52 - 1.65
	1.65 - 1.83

	Project Name:	TYE
	Project Code:	TYE	Site ID:	H240	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Analyses Completed for this profile
	15E1_CA	Exchangeable bases (Ca2+,Mg2+,Na+,K+) by compulsive exchange, no pretreatment for soluble 
	15E1_K	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15E1_MG	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15E1_NA	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15G_C_H1	Exchangeable hydrogen - meq per 100g of soil - Hydrogen By back titration of A or B
	15G1_H	Hydrogen Cation - meq per 100g of soil - 1M KCl Exch. Acidity By titration to pH 8.0
	15J_H	Sum of Ex. cations + Ex. acidity - Sum of basic exch. cations and exch. (Hydrogen)
	2_LOI	Loss on Ignition (%)
	3A1	EC of 1:5 soil/water extract
	4A1	pH of 1:5 soil/water suspension
	5A2	Chloride - 1:5 soil/water extract, automated colour
	6A1_UC	Organic carbon (%) - Uncorrected Walkley and Black method
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A_HCL	Total element - P(%) - By boiling HCl
	P10_GRAV	Gravel (%)
	P10_PB_C	Clay (%) - Plummet balance
	P10_PB_CS	Coarse sand (%) - Plummet balance
	P10_PB_FS	Fine sand (%) - Plummet balance
	P10_PB_Z	Silt (%) - Plummet balance
	P10A1_C	Clay (%) - Pipette
	P10A1_CS	Coarse sand (%) - Pipette
	P10A1_FS	Fine sand (%) - Pipette
	P10A1_Z	Silt (%) - Pipette