Project Name:	CAN
	Project Code:	CAN	Site ID:	CP112	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	Site Information
	Desc. By:	C.L. Watson	Locality:	Bald Hill Road ~37KM from Narrabri
	Date Desc.:	29/08/78	Elevation:	 225 metres
	Map Ref.:	Sheet No. : 8837   1:100000	Rainfall:	650
	Northing/Long.:	149.616666666667	Runoff:	Very slow
	Easting/Lat.:	-30.1333333333333	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:	<1 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Recently cultivated, Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Epicalcareous-Epihypersodic Self-Mulching Black Vertosol     	Principal Profile Form:	Ug5.16
	ASC Confidence:	Great Soil Group:	Black earth
	Analytical data are incomplete but reasonable confidence.
	Site Disturbance:	Cultivation. Rainfed
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	0 - 0.1 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; 2-5 mm, Granular; Very weak 
	consistence; Slightly plastic; Field pH 7.9 (pH meter); 
	0.1 - 0.2 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Field pH 8.3 (pH meter); 
	0.2 - 0.3 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Field pH 8.7 (pH meter); 
	0.3 - 0.4 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Field pH 8.8 (pH meter); 
	0.4 - 0.5 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, Fine (0 - 2 mm), Concretions; 
	Field pH 9 (pH meter); 
	0.5 - 0.6 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, Fine (0 - 2 mm), Concretions; 
	Field pH 8.9 (pH meter); 
	0.6 - 0.7 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, Fine (0 - 2 mm), Concretions; 
	Field pH 8.8 (pH meter); 
	0.7 - 0.8 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, Fine (0 - 2 mm), Concretions; 
	Field pH 8.8 (pH meter); 
	0.8 - 0.9 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, Fine (0 - 2 mm), Concretions; 
	Field pH 8.8 (pH meter); 
	0.9 - 1 m	Very dark greyish brown (10YR3/2-Moist); ; Heavy clay; , Angular blocky; Very weak consistence; 
	Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, Fine (0 - 2 mm), Concretions; 
	Field pH 8.1 (pH meter); 

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP112	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	1 - 1.1 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.7 (pH 
	meter); 
	1.1 - 1.2 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.6 (pH 
	meter); 
	1.2 - 1.3 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.6 (pH 
	meter); 
	1.3 - 1.4 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.6 (pH 
	meter); 
	1.4 - 1.5 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.3 (pH 
	meter); 
	1.5 - 1.6 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.5 (pH 
	meter); 
	1.6 - 1.7 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.4 (pH 
	meter); 
	1.7 - 1.8 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.4 (pH 
	meter); 
	1.8 - 1.9 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.5 (pH 
	meter); 
	1.9 - 2 m	Brown (7.5YR4/2-Moist); , 10YR32; Heavy clay; 2-5 mm, Angular blocky; Very weak consistence;
	 Moderately plastic; Slightly sticky; Few (2 - 10 %), Calcareous, , Concretions; Field pH 8.5 (pH 
	meter); 
	Morphological Notes
	Observation Notes
	SLICKENSIDES >10CM                                                                                                      
	Site Notes
	NARRABRI

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP112	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 - 0.1	7.9A	 0.08A	 29.9K	 10.3	 2.3	 1.3	 7.8B	 51.6J	2.52
	0.1 - 0.2	8.3A	 0.08A
	0.2 - 0.3	8.7A	 0.1A
	0.3 - 0.4	8.8A	 0.13A
	0.4 - 0.5	9A	 0.2A
	0.5 - 0.6	8.9A	 0.3A
	0.6 - 0.7	8.8A	 0.37A
	0.7 - 0.8	8.8A	 0.46A
	0.8 - 0.9	8.8A	 0.53A
	0.9 - 1	8.1A	 0.86A
	1 - 1.1	8.7A	 0.68A
	1.1 - 1.2	8.6A	 0.83A
	1.2 - 1.3	8.6A	 0.9A
	1.3 - 1.4	8.6A	 1.2A
	1.4 - 1.5	8.3A	 1.2A
	1.5 - 1.6	8.5A	 1.2A
	1.6 - 1.7	8.4A	 1.4A
	1.7 - 1.8	8.4A	 1.4A
	1.8 - 1.9	8.5A	 1.3A
	1.9 - 2	8.5A	 1.2A
	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	 0.1A	 0.83D	 5D	 18	 20	 55
	0.1 - 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 - 1.8
	1.8 - 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 - 0.1	 0.25B

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP112	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (NSW)
	0.1 - 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 - 1.8
	1.8 - 1.9
	1.9 - 2

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP112	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
	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
	P3B_GV_15	15 BAR Moisture g/g - Gravimetric using pressure plate