Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP335	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Information
	Desc. By:	N.J. McKenzie	Locality:
	Date Desc.:	08/02/94	Elevation:	815 metres
	Map Ref.:	Sheet No. : 8723-1-N   1:25000	Rainfall:	1200
	Northing/Long.:	5898000 AMG zone: 55	Runoff:	Very slow
	Easting/Lat.:	712600  Datum: AGD66	Drainage:	Well drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Soil pit, Granodiorite 
	Land Form
	Rel/Slope Class: 	Rolling hills 90-300m 10-32%	Pattern Type:	Hills
	Morph. Type:	Mid-slope	Relief:	100 metres
	Elem. Type:	Hillslope	Slope Category:	Moderately inclined
	Slope:	11 % 	Aspect:	170 degrees
	Surface Soil Condition (dry):	Soft
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Melanic Dystrophic Red Kandosol     	Principal Profile Form:	Gn4.11
	ASC Confidence:	Great Soil Group:	N/A
	Confidence level not specified
	Site Disturbance:	Limited clearing, for example selective logging
	Vegetation:	Low Strata - Fern, 0.51-1m, Closed or dense. *Species includes - None recorded
	Mid Strata - Tree, >35.01m, Mid-dense. *Species includes - Eucalyptus fastigata, Acacia dealbata
	Tall Strata - Tree, >35.01m, Sparse. *Species includes - Eucalyptus fastigata
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	O1	0 - 0.05 m	Organic Layer; ; Moist; Clear, Smooth change to - 
	A11	0.05 - 0.15 m	Black (5YR2.5/1-Moist); Dark brown (7.5YR3/2-Dry); , 0-0% ; Clay loam; Moderate grade of 
	structure, 2-5 mm, Granular; Moderate grade of structure, 2-5 mm, Granular; Earthy fabric; 
	Moderately moist; Field pH 6.5 (Raupach); Many, medium (2-5mm) roots; Gradual, Smooth 
	change to - 
	A12	0.15 - 0.25 m	Dark reddish brown (5YR3/2-Moist); , 0-0% ; Clay loam; Moderate grade of structure, 5-10 mm, 
	Granular; Moderate grade of structure, 2-5 mm, Granular; Earthy fabric; Moderately moist; Field 
	pH 6.5 (Raupach); Many, coarse (>5mm) roots; Gradual, Smooth change to - 
	B1	0.25 - 0.4 m	Dark reddish brown (5YR3/3-Moist); , 0-0% ; Light clay; Moderate grade of structure, 10-20 
	mm, Subangular blocky; Moderate grade of structure, 5-10 mm, Granular; Rough-ped fabric; 
	Moderately moist; Field pH 6.5 (Raupach); Many, medium (2-5mm) roots; Gradual, Smooth 
	change to - 
	B21	0.4 - 0.55 m	Dark reddish brown (2.5YR3/4-Moist); , 0-0% ; Light medium clay; Weak grade of structure, 10-
	20 mm, Polyhedral; Moderate grade of structure, 5-10 mm, Granular; Rough-ped fabric; 
	Moderately moist; Field pH 6 (Raupach); Common, medium (2-5mm) roots; Diffuse, Smooth 
	B22	0.55 - 0.85 m	Dark red (2.5YR3/6-Moist); , 0-0% ; Light medium clay; Weak grade of structure, 10-20 mm, 
	Polyhedral; Weak grade of structure, 2-5 mm; Rough-ped fabric; Moderately moist; Field pH 6 
	(Raupach); Common, medium (2-5mm) roots; Diffuse, Smooth change to - 
	B31	0.85 - 1.15 m	Dark red (2.5YR3/6-Moist); , 0-0% ; Light clay; Massive grade of structure; Weak grade of 
	structure, 2-5 mm; Rough-ped fabric; Moderately moist; Field pH 5.5 (Raupach); Common, fine 
	(1-2mm) roots; Diffuse, Smooth change to - 
	B32	1.15 - 1.55 m	Dark red (2.5YR3/6-Moist); , 10YR56, 2-10% , 30-mm, Distinct; Diffuse, Smooth change to - 
	B33	1.55 - 2.05 m	Red (2.5YR4/8-Moist); , 10YR56, 2-10% , 15-30mm, Distinct; 
	Morphological Notes
	Observation Notes
	Medium, non-gravelly, clay loamy, clayey, very deep.  Auger boring also carried out.  Substrate Material - General Type, 

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP335	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Notes
	Nalbaugh State Forest, Bombala.  Severely burnt in 1952. (Morph 34)

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP335	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 - 0.05
	0 - 0.2
	0 - 0.2
	0.05 - 0.15	5.68A	0.13A	18.6B	4.71	0.96	0.15	28.7A	0.52
	0.15 - 0.25	6.16A	0.07A	12.3B	3.5	0.68	0.1	19.8A	0.51
	0.2 - 0.35
	0.2 - 0.35
	0.25 - 0.4	5.94A	0.04A	4.7B	1.7	0.43	0.08	10.4A	0.77
	0.4 - 0.55	5.64A	0.02A	1.6B	1.1	0.32	0.08	6.5A	1.23
	0.55 - 0.85	5.58A	0.01A	0.46B	0.78	0.18	0.09	6.8A	1.32
	0.6 - 0.8
	0.6 - 0.8
	0.85 - 1.15	5.52A	0.01A	0.16B	0.58	0.11	0.1	4.9A	2.04
	1.15 - 1.55	5.47A	0.01A	0.34B	0.62	0.18	0.13	5.2A	2.50
	1.55 - 2.05	5.38A	0.02A	0.14B	0.35	0.17	0.07	6.3A	1.11
	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 - 0.2	0.84
	0.75
	0 - 0.2	0.84
	0.75
	0.05 - 0.15	11.51B	0.78	3
	0.15 - 0.25	5.49B	3
	0.2 - 0.35	0.85
	0.93
	1.01
	0.91
	0.2 - 0.35	0.85
	0.93
	1.01
	0.91
	0.25 - 0.4	3.31B	0.96	3
	0.4 - 0.55	1.41B	4
	0.55 - 0.85	0.72B	1.42	2
	0.6 - 0.8	1.53
	1.52
	1.51
	1.46
	0.6 - 0.8	1.53
	1.52
	1.51
	1.46
	0.85 - 1.15	0.48B	3
	1.15 - 1.55	0.38B	7
	1.55 - 2.05	0.11B	5
	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

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP335	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	0 - 0.05
	0 - 0.2	0.5E	0.4E	0.37E	0.33D	0.19F	0.18F	10839D	706A
	0.53E	0.41E	0.38E	0.32D	0.19F	0.18F
	0 - 0.2	0.5E	0.4E	0.37E	0.33D	0.19F	0.18F	10839D	706A
	0.53E	0.41E	0.38E	0.32D	0.19F	0.18F
	0.05 - 0.15	0B
	0.15 - 0.25
	0.2 - 0.35	0.46E	0.37E	0.35E	0.31D	0.19F	0.18F	1379D	446.2A
	0.48E	0.4E	0.38E	0.34D	0.17F	0.18F
	0.5E	0.42E	0.4E	0.36D
	0.51E	0.39E	0.37E	0.33D
	0.2 - 0.35	0.46E	0.37E	0.35E	0.31D	0.19F	0.18F	1379D	446.2A
	0.48E	0.4E	0.38E	0.34D	0.17F	0.18F
	0.5E	0.42E	0.4E	0.36D
	0.51E	0.39E	0.37E	0.33D
	0.25 - 0.4	0.008B
	0.4 - 0.55
	0.55 - 0.85	0.025B
	0.6 - 0.8	0.38E	0.36E	0.34E	0.32D	0.24F	0.21F	8.2D	0.2A
	0.38E	0.36E	0.34E	0.32D	0.23F	0.22F
	0.39E	0.36E	0.35E	0.32D
	0.39E	0.36E	0.34E	0.31D
	0.6 - 0.8	0.38E	0.36E	0.34E	0.32D	0.24F	0.21F	8.2D	0.2A
	0.38E	0.36E	0.34E	0.32D	0.23F	0.22F
	0.39E	0.36E	0.35E	0.32D
	0.39E	0.36E	0.34E	0.31D
	0.85 - 1.15
	1.15 - 1.55
	1.55 - 2.05

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP335	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
	6B2	Total organic carbon - high frequency induction furnace, volumetric
	P10_GRAV	Gravel (%)
	P10_S_0.20	0.20 micron (cumulative %) - Sedigraph
	P10_S_0.48	0.48 micron (cumulative %) - Sedigraph
	P10_S_1	1 micron (cumulative %) - Sedigraph
	P10_S_1000	1000 micron (cumulative %) - Sedigraph
	P10_S_125	125 micron (cumulative %) - Sedigraph
	P10_S_15.6	15.6 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_3.9	3.9 micron (cumulative %) - Sedigraph
	P10_S_31.2	31.2 micron (cumulative %) - Sedigraph
	P10_S_500	500 micron (cumulative %) - Sedigraph
	P10_S_53	53 micron (cumulative %) - Sedigraph
	P10_S_63	63 micron (cumulative %) - Sedigraph
	P10_S_7.8	7.8 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)