Project Name:	PRO
	Project Code:	PRO	Site ID:	H206	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	2.4KM NW of Penna:
	Date Desc.:	16/12/60	Elevation:	 15 metres
	Map Ref.:	Rainfall:	560
	Northing/Long.:	147.501944444444	Runoff:	Moderately rapid
	Easting/Lat.:	-42.7688888888889	Drainage:	Very poorly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Auger boring, 2.4 m deep,Unconsolidated 
	material (unidentified) 
	Land Form
	Rel/Slope Class: 	Level plain <9m <1%	Pattern Type:	Flood plain
	Morph. Type:	Flat	Relief:	No Data
	Elem. Type:	No Data	Slope Category:	Level
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Cracking
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Mottled Epipedal Black Vertosol     	Principal Profile Form:	Ug5.16
	ASC Confidence:	Great Soil Group:	Black earth
	All necessary analytical data are available.
	Site Disturbance:	Complete clearing. Pasture, native or improved, cultivated at some stage
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	A	0 - 0.1 m	Black (10YR2/1-Moist); ; Heavy clay; Moderate grade of structure, 20-50 mm, Angular blocky; 
	Very coarse, (20 - 50) mm crack; Dry; Rigid consistence; Many, fine (1-2mm) roots; 
	A	0.1 - 0.2 m	Black (10YR2/1-Moist); ; Heavy clay; Moderate grade of structure, 20-50 mm, Angular blocky; 
	Very coarse, (20 - 50) mm crack; Dry; Rigid consistence; Very few (0 - 2 %), Unidentified, Fine (0
	 - 2 mm), Soft segregations; Many, fine (1-2mm) roots; Diffuse change to - 
	A	0.2 - 0.3 m	Black (10YR2/1-Moist); , 5YR58; Heavy clay; Weak grade of structure, 20-50 mm, Angular 
	blocky; Very coarse, (20 - 50) mm crack; Dry; Rigid consistence; Few (2 - 10 %), Unidentified, 
	Fine (0 - 2 mm), Soft segregations; Many, fine (1-2mm) roots; 
	A	0.3 - 0.46 m	Black (10YR2/1-Moist); , 5YR58; Heavy clay; Weak grade of structure, 20-50 mm, Angular 
	blocky; Smooth-ped fabric; Very coarse, (20 - 50) mm crack; Dry; Very strong consistence; Few 
	(2 - 10 %), Unidentified, Fine (0 - 2 mm), Soft segregations; Common
	A	0.46 - 0.61 m	Black (10YR2/1-Moist); , 5YR58; Heavy clay; Weak grade of structure, 20-50 mm, Angular 
	blocky; Smooth-ped fabric; Very coarse, (20 - 50) mm crack; Dry; Very strong consistence; Few 
	(2 - 10 %), Unidentified, Fine (0 - 2 mm), Soft segregations; Common
	AB	0.61 - 0.76 m	Black (10YR2/1-Moist); , 5Y32; Heavy clay; Massive grade of structure; Smooth-ped fabric; Very 
	coarse, (20 - 50) mm crack; Moderately moist; Strong consistence; Few, medium (2-5mm) roots; 
	Diffuse change to - 
	B	0.76 - 0.89 m	Dark olive grey (5Y3/2-Moist); , 5Y31; Heavy clay; Massive grade of structure; Smooth-ped fabric;
	 Moist; Very firm consistence; Few (2 - 10 %), Unidentified, Fine (0 - 2 mm), Soft segregations; 
	Very few (0 - 2 %), Gypseous, Medium (2 -6 mm), Concretions; FewDiffuse change to - 
	0.89 - 1.02 m	Olive grey (5Y4/2-Moist); , 5Y31; Heavy clay; Massive grade of structure; Smooth-ped fabric; Very
	 firm consistence; Few (2 - 10 %), Gypseous, Medium (2 -6 mm), Concretions; FewDiffuse 
	change to - 
	1.09 - 1.27 m	Olive (5Y5/3-Moist); , 2.5Y56; Heavy clay; Massive grade of structure; Smooth-ped fabric; Very 
	firm consistence; Very few (0 - 2 %), Unidentified, Fine (0 - 2 mm), Soft segregations; Few (2 - 
	10 %), Gypseous, Medium (2 -6 mm), Concretions; 

	Project Name:	PRO
	Project Code:	PRO	Site ID:	H206	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	1.57 - 1.65 m	Olive (5Y5/3-Moist); , 2.5Y56; Heavy clay; Very firm consistence; Few (2 - 10 %), Unidentified, , 
	Concretions; Few (2 - 10 %), Gypseous, , Concretions; 
	2.34 - 2.41 m	Dark yellowish brown (10YR4/6-Moist); , 5Y52; Sandy medium clay; Very firm consistence; Few 
	(2 - 10 %), Unidentified, , Concretions; Very few (0 - 2 %), Calcareous, , Concretions; 
	Morphological Notes
	Observation Notes
	>244CM AUGER STOPPED BY GRAVELS:241-244CM <50% R 50MM LATERITE AND 50MMDOLERITE:                                    
	    
	Site Notes
	SORELL

	Project Name:	PRO
	Project Code:	PRO	Site ID:	H206	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 - 0.1	6.7A	 0.113A	 14.1H	 23.6	 1.2	 1.3	 4.2H	 48.8B
	 8.6E
	0.1 - 0.2	7.4A	 0.113A	 13.7H	 13.7	 1	 2	 5.8E	 48.2B
	0.2 - 0.3	7.8A	 0.158A	 12.5H	 12.5	 1	 3.4	 4.1E	 49B
	0.3 - 0.46	8A	 0.33A	 8.4H	 22.6	 0.61	 4.2	 2.7E	 38.5B
	0.46 - 0.61	7.8A	 0.631A
	0.61 - 0.76	8A	 0.929A	 9.8H	 21.4	 0.49	 5	 1.8E	 38.5B
	0.76 - 0.89	8.1A	 0.813A
	0.89 - 1.02	8.5A	 0.786A	 6.3H	 16.6	 0.52	 4.1	 27.5B
	1.09 - 1.27	8.8A	 0.952A
	1.57 - 1.65	8.9A	 1A
	2.34 - 2.41	8.6A	 0.455A
	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 - 0.1	 3.86D	 0.023D	 0.283A	 0	 4B	 26	 15	 45
	0.1 - 0.2	 2.98D	 0.015D	 0.216A	 0	 3B	 24	 14	 51
	0.2 - 0.3	 2.38D	 0.012D	 0.18A	 0	 3B	 23	 13	 54
	0.3 - 0.46	 1.9D	 0.01D	 0.152A	 0	 4B	 22	 13	 56
	0.46 - 0.61	 1.46D	 0.114A
	0.61 - 0.76	 0.92D	 0.072A	 0	 4B	 24	 11	 57
	0.76 - 0.89
	0.89 - 1.02	 1	 6B	 36	 11	 44
	1.09 - 1.27
	1.57 - 1.65
	2.34 - 2.41
	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 - 0.1
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.46
	0.46 - 0.61
	0.61 - 0.76
	0.76 - 0.89
	0.89 - 1.02
	1.09 - 1.27
	1.57 - 1.65
	2.34 - 2.41

	Project Name:	PRO
	Project Code:	PRO	Site ID:	H206	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 (%)
	2A1	Air-dry moisture content
	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 (%)
	P10A1_C	Clay (%) - Pipette
	P10A1_CS	Coarse sand (%) - Pipette
	P10A1_FS	Fine sand (%) - Pipette
	P10A1_Z	Silt (%) - Pipette