Project Name:	CAN
	Project Code:	CAN	Site ID:	CP125	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	Site Information
	Desc. By:	C.L. Watson	Locality:
	Date Desc.:	12/10/78	Elevation:	No Data
	Map Ref.:	Sheet No. : 7125   1:100000	Rainfall:	420
	Northing/Long.:	141.566666666667	Runoff:	No Data
	Easting/Lat.:	-36.4166666666667	Drainage:	Imperfectly drained
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Non-porous, dense, Limestone 
	Land Form
	Rel/Slope Class: 	Gently undulating plains <9m  	Pattern Type:	Alluvial plain
	1-3%
	Morph. Type:	Open depression (vale)	Relief:	No Data
	Elem. Type:	Drainage depression	Slope Category:	Level
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Recently cultivated, Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Episodic-Endocalcareous Self-Mulching Black Vertosol     	Principal Profile Form:	Ug5.11
	ASC Confidence:	Great Soil Group:	Grey clay
	Analytical data are incomplete but reasonable confidence.
	Site Disturbance:	Cultivation. Rainfed
	Vegetation:
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	0 - 0.05 m	Very dark grey (7.5YR3/0-Moist); ; Medium heavy clay; , Granular; , Angular blocky; Strong 
	consistence; Field pH 7.9 (pH meter); 
	0.05 - 0.2 m	Very dark grey (7.5YR3/0-Moist); , 2-10% ; , 2-10% ; Medium heavy clay; Strong grade of 
	structure, 10-20 mm, Angular blocky; Very weak consistence; Moderately plastic; Field pH 7.5 
	(pH meter); Sharp change to - 
	0.2 - 0.3 m	Very dark grey (10YR3/1-Moist); , 10YR58, 0-2% ; , 0-2% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very weak consistence; Moderately plastic; Field pH 7.8 (pH
	 meter); 
	0.3 - 0.4 m	Very dark grey (10YR3/1-Moist); , 10YR58, 0-2% ; , 0-2% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very weak consistence; Moderately plastic; Field pH 7.7 (pH
	 meter); 
	0.4 - 0.5 m	Very dark grey (10YR3/1-Moist); , 10YR58, 0-2% ; , 0-2% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very weak consistence; Moderately plastic; Field pH 7.9 (pH
	 meter); 
	0.5 - 0.6 m	Very dark grey (10YR3/1-Moist); , 10YR58, 0-2% ; , 0-2% ; Medium heavy clay; Strong grade of 
	structure, 2-5 mm, Angular blocky; Very weak consistence; Moderately plastic; Field pH 8.1 (pH 
	meter); Sharp change to - 
	0.6 - 0.7 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very few (0 - 2 %), Calcareous, , Soft segregations; Field pH 8.2 
	(pH meter); 
	0.7 - 0.8 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very few (0 - 2 %), Calcareous, , Soft segregations; Field pH 8.3 
	(pH meter); 
	0.8 - 0.9 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very few (0 - 2 %), Calcareous, , Soft segregations; Field pH 8.4 
	(pH meter); 

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP125	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	0.9 - 1 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very few (0 - 2 %), Calcareous, , Soft segregations; Field pH 8.5 
	(pH meter); Sharp change to - 
	1 - 1.1 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft segregations; Field pH 8.3 
	(pH meter); 
	1.1 - 1.2 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Concretions; Field pH 8.5 (pH 
	meter); 
	1.2 - 1.3 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft segregations; Field pH 8.5 
	(pH meter); 
	1.3 - 1.4 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Concretions; Field pH 8.6 (pH 
	meter); 
	1.4 - 1.5 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft segregations; Field pH 8.7 
	(pH meter); 
	1.5 - 1.6 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Concretions; Field pH 8.7 (pH 
	meter); 
	1.6 - 1.7 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft segregations; Field pH 8.7 
	(pH meter); 
	1.7 - 1.85 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very many (50 - 100 %), Calcareous, Extremely coarse (> 60 mm),
	 Concretions; Field pH 8.7 (pH meter); Sharp change to - 
	1.85 - 1.9 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very many (50 - 100 %), Calcareous, Extremely coarse (> 60 mm),
	 Soft segregations; Field pH 8.7 (pH meter); 
	1.9 - 2 m	Greenish grey (5GY6/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Very firm consistence; Very many (50 - 100 %), Calcareous, Extremely coarse (> 60 mm),
	 Concretions; Field pH 8.7 (pH meter); 
	Morphological Notes
	Observation Notes
	Site Notes
	KINIMAKATA

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP125	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	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 - 0.05	7.9A	 0.2A	 26.1K	 8.2	 3.9	 2.7	 15.3B	 56.2J	4.80
	0.05 - 0.2	7.5A	 0.36A
	0.2 - 0.3	7.8A	 0.37A
	0.3 - 0.4	7.7A	 0.3A
	0.4 - 0.5	7.9A	 0.17A
	0.5 - 0.6	8.1A	 0.12A
	0.6 - 0.7	8.2A	 0.11A
	0.7 - 0.8	8.3A	 0.11A
	0.8 - 0.9	8.4A	 0.25A
	0.9 - 1	8.5A	 0.26A
	1 - 1.1	8.3A	 0.15A
	1.1 - 1.2	8.5A	 0.18A
	1.2 - 1.3	8.5A	 0.29A
	1.3 - 1.4	8.6A	 0.28A
	1.4 - 1.5	8.7A	 0.29A
	1.5 - 1.6	8.7A	 0.31A
	1.6 - 1.7	8.7A	 0.33A
	1.7 - 1.85	8.7A	 0.33A
	1.85 - 1.9	8.7A	 0.32A
	1.9 - 2	8.7A	 0.36A
	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 - 0.05	 0.17A	 1.7D	 2C	 10	 6	 78
	0.05 - 0.2
	0.2 - 0.3
	0.3 - 0.4
	0.4 - 0.5
	0.5 - 0.6
	0.6 - 0.7
	0.7 - 0.8
	0.8 - 0.9
	0.9 - 1
	1 - 1.1
	1.1 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5
	1.5 - 1.6
	1.6 - 1.7
	1.7 - 1.85
	1.85 - 1.9
	1.9 - 2
	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 - 0.05	 0.31B

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP125	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	0.05 - 0.2
	0.2 - 0.3
	0.3 - 0.4
	0.4 - 0.5
	0.5 - 0.6
	0.6 - 0.7
	0.7 - 0.8
	0.8 - 0.9
	0.9 - 1
	1 - 1.1
	1.1 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5
	1.5 - 1.6
	1.6 - 1.7
	1.7 - 1.85
	1.85 - 1.9
	1.9 - 2

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP125	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	Laboratory Analyses Completed for this profile
	15_NR_CA	Exch. basic cations (Ca++) - meq per 100g of soil - Not recorded
	15_NR_CEC	CEC - meq per 100g of soil - Not recorded
	15_NR_K	Exch. basic cations (K++) - meq per 100g of soil - Not recorded
	15_NR_MG	Exch. basic cations (Mg++) - meq per 100g of soil - Not recorded
	15_NR_NA	Exch. basic cations (Na++) - meq per 100g of soil - Not recorded
	15G_C_AL1	Exchangeable aluminium - meq per 100g of soil - Aluminium By difference of C and A or B
	19A1	Carbonates - rapid titration
	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
	P10_NR_C	Clay (%) - Not recorded
	P10_NR_CS	Coarse sand (%) - Not recorded
	P10_NR_FS	Fine sand (%) - Not recorded
	P10_NR_Z	Silt (%) - Not recorded
	P3B_GV_15	15 BAR Moisture g/g - Gravimetric using pressure plate