Project Name:	CAN
	Project Code:	CAN	Site ID:	CP173	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	Site Information
	Desc. By:	D. McGarry	Locality:	Calcot paddock 33 ~10KM north west Wee Waa
	Date Desc.:	20/11/79	Elevation:	 205 metres
	Map Ref.:	Sheet No. : 8737   1:100000	Rainfall:	640
	Northing/Long.:	149.339166666667	Runoff:	Very slow
	Easting/Lat.:	-30.2172222222222	Drainage:	Imperfectly drained
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Slightly porous, Unconsolidated material 
	(unidentified) 
	Land Form
	Rel/Slope Class: 	Level plain <9m <1%	Pattern Type:	Alluvial plain
	Morph. Type:	Flat	Relief:	No Data
	Elem. Type:	Plain	Slope Category:	Level
	Slope:	0 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Cracking, Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Epicalcareous-Endohypersodic Self-Mulching Black Vertosol 	Principal Profile Form:	Ug5.15
	    
	ASC Confidence:	Great Soil Group:	Grey clay
	All necessary analytical data are available.
	Site Disturbance:	Cultivation. Irrigated, past or present
	Vegetation:
	Tall Strata - Forb, 1.01-3m, Closed or dense. *Species includes - None Recorded
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	0 - 0.07 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 
	Strong grade of structure, <2 mm, Granular; Medium, (5 - 10) mm crack; Very weak consistence; 
	Very few (0 - 2 %), Calcareous, , Concretions; Field pH 7.2 (pH meter); Sharp, Smooth change to
	 - 
	0.07 - 0.17 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Coarse, (10 - 20) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 7 (pH meter); 
	0.17 - 0.3 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Coarse, (10 - 20) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 7.9 (pH meter); 
	0.3 - 0.4 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Medium, (5 - 10) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.3 (pH meter); 
	0.4 - 0.5 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Fine, (0 - 5) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.6 (pH meter); 
	0.5 - 0.6 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Fine, (0 - 5) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.7 (pH meter); 
	0.6 - 0.7 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Fine, (0 - 5) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.8 (pH meter); 
	0.7 - 0.8 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Fine, (0 - 5) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.8 (pH meter); 

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP173	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	0.8 - 0.9 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Fine, (0 - 5) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.8 (pH meter); 
	0.9 - 1 m	Very dark grey (10YR3/1-Moist); Very dark greyish brown (10YR3/2-Dry); ; Medium heavy clay; 20-
	50 mm, Angular blocky; Fine, (0 - 5) mm crack; Firm consistence; Very few (0 - 2 %), 
	Calcareous, , Concretions; Field pH 8.8 (pH meter); 
	Morphological Notes
	Observation Notes
	LAND-PLANED:SUBSOIL STRUCTURE PARALLELEPIPEDAL:SEDIMENTS OF BASALTIC (MAJOR) AND SEDIMENTARY 
	ORIGIN                     
	Site Notes
	WEE WAA

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP173	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	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 - 0.07	7.2A	 0.39A	 23.7K	 14.9	 1.3	 1.3	 7.7B	 48.9J	2.66
	0.07 - 0.17	7A	 0.25A	 24.5K	 15.2	 1.2	 1.3	 7B	 49.2J	2.64
	0.17 - 0.3	7.9A	 0.17A	 24.9K	 16.6	 0.9	 2	 5.1B	 49.5J	4.04
	0.3 - 0.4	8.3A	 0.14A	 22.7K	 16	 0.69	 3.2	 7.7B	 50.3J	6.36
	0.4 - 0.5	8.6A	 0.16A
	0.5 - 0.6	8.7A	 0.2A
	0.6 - 0.7	8.8A	 0.25A	 21K	 16.3	 0.68	 5.6	 5.8B	 49.4J	11.34
	0.7 - 0.8	8.8A	 0.28A
	0.8 - 0.9	8.8A	 0.31A
	0.9 - 1	8.8A	 0.31A	 17.7K	 16.9	 0.77	 6.6	 6B	 48J	13.75
	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 - 0.07	 3.68D	 50.2A	 0.105B	 7D	 8	 19	 62
	0.07 - 0.17	 1.14D	 47.2A	 0.095B
	0.17 - 0.3	 0.87D	 32.9A
	0.3 - 0.4	 0.11A	 0.69D	 23.7A	 7D	 8	 19	 64
	0.4 - 0.5	 23.8A
	0.5 - 0.6	 29.4A
	0.6 - 0.7	 0.63D	 36A
	0.7 - 0.8	 41.7A
	0.8 - 0.9	 47.1A
	0.9 - 1	 0.29A	 0.56D	 48A	 7D	 10	 18	 62
	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 - 0.07
	0.07 - 0.17
	0.17 - 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

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP173	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	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
	7_NR	Total nitrogen (%) - Not recorded
	9B_9C	Available P (mg/kg) - Bicarbonate P - 0.5M NaHCO3 extractable
	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