Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP321	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Information
	Desc. By:	N.J. McKenzie	Locality:
	Date Desc.:	28/08/92	Elevation:	153 metres
	Map Ref.:	Sheet No. : 9540-2-N   1:2500	Rainfall:	No Data
	Northing/Long.:	6810800 AMG zone: 56	Runoff:	Very slow
	Easting/Lat.:	545700  Datum: AGD66	Drainage:	Rapidly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Soil pit, Basalt 
	Land Form
	Rel/Slope Class: 	Gently undulating rises 9-30m  	Pattern Type:	Rises
	1-3%
	Morph. Type:	Crest	Relief:	15 metres
	Elem. Type:	Summit surface	Slope Category:	Very gently sloped
	Slope:	3 % 	Aspect:	240 degrees
	Surface Soil Condition (dry):	Soft
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Acidic Dystrophic Red Ferrosol Medium Non-gravelly Clay-	Principal Profile Form:	Um6
	loamy Clay-loamy Giant
	ASC Confidence:	Great Soil Group:	N/A
	All necessary analytical data are available.
	Site Disturbance:	Complete clearing. Pasture, native or improved, cultivated at some stage
	Vegetation:	Low Strata - Sod grass, <0.25m, Closed or dense. *Species includes - None recorded
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A1	0 - 0.1 m	Reddish brown (2.5YR4/3-Moist); Red (2.5YR4/6-Dry); ; Clay loam; Strong grade of structure, 
	2-5 mm, Granular; Earthy fabric; Dry; Very weak consistence; Few cutans, <10% of ped faces 
	or walls coated, faint; Field pH 5.5 (Raupach); Many, fine (1-2mm) roots; Clear, Smooth change 
	A3	0.1 - 0.2 m	Dark reddish brown (2.5YR3/4-Moist); ; Clay loam; Strong grade of structure, 2-5 mm, Granular;
	 Earthy fabric; Dry; Weak consistence; Common cutans, 10-50% of ped faces or walls coated, 
	distinct; Field pH 5.5 (Raupach); Many, fine (1-2mm) roots; Gradual, Smooth change to - 
	B1	0.2 - 0.3 m	Dark red (10R3/6-Moist); ; Clay loam; Strong grade of structure, 2-5 mm, Granular; Earthy fabric;
	 Dry; Firm consistence; Common cutans, 10-50% of ped faces or walls coated, distinct; Field pH
	 5.5 (Raupach); Many, medium (2-5mm) roots; Gradual, Smooth change to - 
	B21	0.3 - 0.5 m	Dark red (10R3/6-Moist); ; Clay loam; Moderate grade of structure, 5-10 mm, Granular; Earthy 
	fabric; Dry; Firm consistence; Common cutans, 10-50% of ped faces or walls coated, distinct; 
	Field pH 5.5 (Raupach); Common, fine (1-2mm) roots; Gradual, Smooth change to - 
	B22	0.5 - 0.8 m	Dark red (2.5YR3/6-Moist); ; Clay loam; Weak grade of structure, 5-10 mm, Granular; Earthy 
	fabric; Dry; Firm consistence; 0-2%, medium gravelly, 6-20mm, rounded, dispersed, Basalt, 
	coarse fragments; Common cutans, 10-50% of ped faces or walls coated, faint; Field pH 5.5 
	(Raupach); Few, very fine (0-1mm) roots; Diffuse, Smooth change to - 
	B23	0.8 - 1.1 m	Dark red (2.5YR3/6-Moist); ; Clay loam; Weak grade of structure, 10-20 mm, Polyhedral; Earthy 
	fabric; Dry; Firm consistence; 0-2%, medium gravelly, 6-20mm, rounded, dispersed, Basalt, 
	coarse fragments; Common cutans, 10-50% of ped faces or walls coated, faint; Field pH 5.5 
	(Raupach); Few, very fine (0-1mm) roots; Diffuse, Smooth change to - 
	B3	1.1 - 1.4 m	Dark red (2.5YR3/6-Moist); ; Clay loam; Weak grade of structure, 10-20 mm, Polyhedral; Earthy 
	fabric; Moderately moist; Firm consistence; 0-2%, medium gravelly, 6-20mm, rounded, 
	dispersed, Basalt, coarse fragments; Common cutans, 10-50% of ped faces or walls coated, 
	faint; Field pH 5.5 (Raupach); Few, very fine (0-1mm) roots; 
	Morphological Notes
	Observation Notes
	Avocado Orchard (20m spacing). Soil profile is '60 feet' deep. Classic krasnocem of the Alstonville plateau. "Wollongbar clay 
	loam"

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP321	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Notes
	Alstonville (additional map sheet NP457 108) David Stephenson's property: 'Tarnagulla' (Morph 20)

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP321	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	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	4.82A	0.12A	1.5B	0.58	0.14	0.06	7.3A	0.82
	0 - 0.2
	0 - 0.2
	0.1 - 0.2	5.03A	0.03A	1.1B	0.19	0.05	0.06	5.7A	1.05
	0.2 - 0.3	5.44A	0.02A	1.8B	0.3	0.03	0.07	5.8A	1.21
	0.2 - 0.4
	0.2 - 0.4
	0.3 - 0.5	5.49A	0.02A	1.1B	0.22	0.02	0.09	4.5A	2.00
	0.5 - 0.8	5.81A	0.02A	0.92B	0.48	0.01	0.09	3.8A	2.37
	0.5 - 0.7
	0.5 - 0.7
	0.8 - 1.1	5.36A	0.03A	0.43B	0.16	0	0.07	1.4A	5.00
	1.1 - 1.4	5.26A	0.03A	0.28B	0.11	0	0.06	0.63A	9.52
	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	5.81B	1
	0 - 0.2	0.99
	1.12
	1.02
	0.96
	0 - 0.2	0.99
	1.12
	1.02
	0.96
	0.1 - 0.2	4.79B	1.10	0
	0.2 - 0.3	3.92B	0
	0.2 - 0.4	1.06
	0.96
	1.05
	1.08
	0.2 - 0.4	1.06
	0.96
	1.05
	1.08
	0.3 - 0.5	2.86B	1.05	0
	0.5 - 0.8	1.98B	1.15	3
	0.5 - 0.7
	0.5 - 0.7
	0.8 - 1.1	1.43B	5
	1.1 - 1.4	1.37B	6
	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

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP321	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	0 - 0.2	0.62E	0.55E	0.48E	0.38D	0.28F	0.24F	409.4D	134.4A
	0.56E	0.52E	0.45E	0.34D	0.26F	0.24F
	0.6E	0.52E	0.47E	0.37D
	0.59E	0.51E	0.46E	0.36D
	0 - 0.2	0.62E	0.55E	0.48E	0.38D	0.28F	0.24F	409.4D	134.4A
	0.56E	0.52E	0.45E	0.34D	0.26F	0.24F
	0.6E	0.52E	0.47E	0.37D
	0.59E	0.51E	0.46E	0.36D
	0.1 - 0.2	0.025B
	0.2 - 0.3
	0.2 - 0.4	0.6E	0.47E	0.44E	0.39D	0.25F	0.24F	343.3D	109.7A
	0.61E	0.44E	0.41E	0.36D	0.25F	0.24F
	0.62E	0.52E	0.47E	0.4D
	0.62E	0.52E	0.48E	0.4D
	0.2 - 0.4	0.6E	0.47E	0.44E	0.39D	0.25F	0.24F	343.3D	109.7A
	0.61E	0.44E	0.41E	0.36D	0.25F	0.24F
	0.62E	0.52E	0.47E	0.4D
	0.62E	0.52E	0.48E	0.4D
	0.3 - 0.5	0.008B
	0.5 - 0.8	0.008B
	0.5 - 0.7	0.27F	0.25F	99.1D	75.1A
	0.28F	0.26F
	0.5 - 0.7	0.27F	0.25F	99.1D	75.1A
	0.28F	0.26F
	0.8 - 1.1
	1.1 - 1.4

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP321	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Laboratory Analyses Completed for this profile
	15A2_CA	Exchangeable bases (Ca2+,Mg2+,Na+,K+) - 1M ammonium chloride at pH 7.0, pretreatment for 
	soluble salts
	15A2_CEC	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15A2_K	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15A2_MG	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15A2_NA	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	3A1	EC of 1:5 soil/water extract
	4A1	pH of 1:5 soil/water suspension
	5A1	Chloride - 1:5 soil/water extract, potentiometric titration
	6B2	Total organic carbon - high frequency induction furnace, volumetric
	P10_GRAV	Gravel (%)
	P10_S_0.20	0.20 micron (cumulative %) - Sedigraph
	P10_S_1000	1000 micron (cumulative %) - Sedigraph
	P10_S_125	125 micron (cumulative %) - Sedigraph
	P10_S_2	2 micron (cumulative %) - Sedigraph
	P10_S_20	20 micron (cumulative %) - Sedigraph
	P10_S_2000	2000 micron (cumulative %) - Sedigraph
	P10_S_250	250 micron (cumlative %) - Sedigraph
	P10_S_31.2	31.2 micron (cumulative %) - Sedigraph
	P10_S_500	500 micron (cumulative %) - Sedigraph
	P10_S_63	63 micron (cumulative %) - Sedigraph
	P3A1	Bulk density - g/cm3
	P3B2VL_15	15 BAR Moisture m3/m3 - Volumetric using disturbed sample on pressure plate
	P3B2VL_5	5 BAR Moisture m3/m3 - Volumetric using disturbed sample on pressure plate
	P3B3VLb001	0.01 BAR Moisture m3/m3 - Volumetric using undisturbed 73mm diameter and 75mm height core on 
	suction plate taken from center of large core (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 
	1996)
	P3B3VLb003	0.03 BAR Moisture m3/m3 - Volumetric using undisturbed 73mm diameter and 75mm height core on 
	suction plate taken from center of large core (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 
	1996)
	P3B3VLb005	0.05 BAR Moisture m3/m3 - Volumetric using undisturbed 73mm diameter and 75mm height core on 
	suction plate taken from center of large core (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 
	1996)
	P3B3VLb01	0.1 BAR Moisture m3/m3 - Volumetric using undisturbed 73mm diameter and 75mm height core on 
	suction plate taken from center of large core (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 
	1996)
	P3B3VLb05	0.5 BAR Moisture m3/m3 - Volumetric using undisturbed 73mm diameter and 75mm height core on 
	suction plate taken from center of large core (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 
	1996)
	P3B3VLbSAT	Saturated Moisture m3/m3 - Volumetric using undisturbed 73mm diameter and 75mm height core on 
	suction plate taken from center of large core (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 
	1996)
	P4_50_McK	Unsaturated Hydraulic Conductivity - 50mm potential (CSIRO Div of Soil, DR 125, McKenzie and 
	Jacquier, 1996)
	P4_sat_McK	Saturated Hydraulic Conductivity (CSIRO Div of Soil, DR 125, McKenzie and Jacquier, 1996)
	P5_LS_MOD	Modified linear shrinkage (McKenzie, Jacquier and Ringrose-Voase, AJSR, 1994, 32, 931-8)