Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM4	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Information
	Desc. By:	B. Murphy	Locality:
	Date Desc.:	29/01/91	Elevation:	385 metres
	Map Ref.:	Sheet No. : 8632   1:50000	Rainfall:	No Data
	Northing/Long.:	6401600 AMG zone: 55	Runoff:	Slow
	Easting/Lat.:	685100  Datum: AGD66	Drainage:	Well drained
	Geology
	ExposureType:	Undisturbed soil core	Conf. Sub. is Parent. Mat.:	Probable
	Geol. Ref.:	Su	Substrate Material:	Andesite 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Low hills
	Morph. Type:	Lower-slope	Relief:	No Data
	Elem. Type:	Footslope	Slope Category:	No Data
	Slope:	4 % 	Aspect:	45 degrees
	Surface Soil Condition (dry):	Hardsetting
	Erosion:	Stable, Not apparent (wind); No scalding (scald) 
	Not apparent (sheet) No wave erosion (wave) 
	No rill erosion (rill) No mass movement (mass) No
	 gully erosion (gully) No stream bank erosion 
	(stbank) No tunnel erosion (tunnel) 
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Hypercalcic Red Dermosol     	Principal Profile Form:	Gn3.13
	ASC Confidence:	Great Soil Group:	Euchrozem
	Confidence level not specified
	Site Disturbance:	Cultivation. Rainfed
	Vegetation:
	Surface Coarse Fragments:	0-2%, medium gravelly, 6-20mm, subangular, Andesite
	Profile Morphology
	A1	0 - 0.1 m	Dark reddish brown (5YR3/3-Moist); ; Clay loam; Moderate grade of structure, 10-20 mm, 
	Subangular blocky; 50-100 mm, Prismatic; Rough-ped fabric; Common (1-5 per 100mm2) Medium
	 (2-5mm) macropores, Few (<1 per 100mm2) Fine (1-2mm) macropores, Common (1-5 per 
	100mm2) Very fine (0.075-1mm) macropores, Moderately moist; Weak consistence; Slightly 
	plastic; Normal plasticity; Slightly sticky; 0-2%, fine gravelly, 2-6mm, subangular, dispersed, 
	Andesite, coarse fragments; Common, very fine (0-1mm) roots; Few, fine (1-2mm) roots; 
	Gradual, Wavy change to - 
	B21	0.1 - 0.22 m	Reddish brown (5YR4/4-Moist); Yellowish red (5YR4/6-Dry); ; Light clay; Moderate grade of 
	structure, 20-50 mm, Subangular blocky; 100-200 mm, Columnar; Smooth-ped fabric; Few (<1 
	per 100mm2) Medium (2-5mm) macropores, Few (<1 per 100mm2) Fine (1-2mm) macropores, 
	Common (1-5 per 100mm2) Very fine (0.075-1mm) macropores, Moderately moist; Firm 
	consistence; Moderately plastic; Normal plasticity; Slightly sticky; 2-10%, fine gravelly, 2-6mm, 
	subangular, dispersed, Andesite, coarse fragments; Many cutans, >50% of ped faces or walls 
	coated, distinct; Common, very fine (0-1mm) roots; Few, fine (1-2mm) roots; Gradual, Smooth 
	change to - 
	B21	0.22 - 0.4 m	Reddish brown (2.5YR4/4-Moist); ; Light clay; 20-50 mm, Subangular blocky; 100-200 mm, 
	Angular blocky; Smooth-ped fabric; Few (<1 per 100mm2) Medium (2-5mm) macropores, Few 
	(<1 per 100mm2) Fine (1-2mm) macropores, Common (1-5 per 100mm2) Very fine (0.075-1mm) 
	macropores, Moderately moist; Firm consistence; Moderately plastic; Normal plasticity; Slightly 
	sticky; 0-2%, fine gravelly, 2-6mm, subangular, dispersed, Andesite, coarse fragments; Many 
	cutans, >50% of ped faces or walls coated, distinct; Common, very fine (0-1mm) roots; Few, 
	fine (1-2mm) roots; Gradual, Smooth change to - 
	B22	0.4 - 0.6 m	Red (2.5YR4/6-Moist); ; Light medium clay; Strong grade of structure, 20-50 mm, Subangular 
	blocky; 100-200 mm, Angular blocky; Smooth-ped fabric; Moderately moist; Firm consistence; 
	Moderately plastic; Normal plasticity; Slightly sticky; 0-2%, fine gravelly, 2-6mm, subangular, 
	dispersed, Andesite, coarse fragments; Many cutans, >50% of ped faces or walls coated, 
	distinct; Soil matrix is Slightly calcareous; Few, very fine (0-1mm) roots; Few, fine (1-2mm) 
	roots; Clear, Smooth change to - 

	Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM4	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	B22	0.6 - 0.9 m	Reddish brown (2.5YR4/4-Moist); Substrate influence, 2-10% , Distinct; Substrate influence, 2-
	10% , Distinct; Light medium clay; Strong grade of structure, 20-50 mm, Subangular blocky; 100-
	200 mm, Angular blocky; Smooth-ped fabric; Moderately moist; Firm consistence; Moderately 
	plastic; Normal plasticity; Slightly sticky; 10-20%, medium gravelly, 6-20mm, subangular, 
	dispersed, Andesite, coarse fragments; Common cutans, 10-50% of ped faces or walls coated,
	 distinct; 
	Morphological Notes
	A1	Surface crust 10 mm layered, dense                                                                                    
	                                                                                  
	B22	CaCO3 reaction at 50cm slight                                                                                              
	                                                                             
	Observation Notes
	Site Notes
	WELLINGTON SCS SOUTH FRONT            

	Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM4	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 - 0.02	5.79B	0.162A	6.54J	2.76	1.79	0.02	12.11I	0.17
	0.01 - 0.085
	0.02 - 0.05	5.34B	0.166A	5.95J	2.62	1.4	0.01	10.54I	0.09
	0.05 - 0.1	5.5B	0.088A	6.02J	2.84	1.26	0.02	10.73I	0.19
	0.1 - 0.14	5.61B	0.093A	7J	3.3	1.51	0.02	10.9I	0.18
	0.14 - 0.2	6.17B	0.075A	8.3J	4.3	1.65	0.04	12.9I	0.31
	0.15 - 0.225
	0.7 - 0.8	7.4B	0.175A	7.18J	5.98	0.98	0.18	12.84I	1.40
	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 - 0.02	2.64C	18	29
	0.01 - 0.085	1.60
	0.02 - 0.05	2.46C	18	31
	0.05 - 0.1	1.76C	18	39
	0.1 - 0.14	1.7C	17	42
	0.14 - 0.2	1.15C	17	55
	0.15 - 0.225	1.43
	0.7 - 0.8	1.94C	13	51
	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 - 0.02
	0.01 - 0.085	0.36F	0.31F	0.29I
	0.02 - 0.05
	0.05 - 0.1
	0.1 - 0.14
	0.14 - 0.2
	0.15 - 0.225	0.36F	0.31F	0.3I
	0.7 - 0.8

	Project Name:	SOIL STRUCTURE & MANAGEMENT             
	Project Code:	SSM	Site ID:	SSM4	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Laboratory Analyses Completed for this profile
	13A1_AL	Oxalate-extractable aluminium
	13A1_FE	Oxalate-extractable iron
	13A1_MN	Oxalate-extractable manganese
	13A1_SI	Oxalate-extractable silicon
	13C1_AL	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	13C1_FE	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	13C1_MN	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	13C1_SI	Citrate/dithionite-extractable iron, aluminium, Manganese and Silicon
	14H1_CA	Soluble bases/SE (Ca,Mg,K,Na)
	14H1_K	Soluble bases/SE (Ca,Mg,K,Na)
	14H1_MG	Soluble bases/SE (Ca,Mg,K,Na)
	14H1_NA	Soluble bases/SE (Ca,Mg,K,Na)
	15F1_CA	Exchangeable bases by 0.01M silver-thiourea (AgTU)+, no pretreatment for soluble salts
	15F1_K	Exchangeable bases by 0.01m (AgTU)+, no pretreatment for soluble salts
	15F1_MG	Exchangeable bases by 0.01m (AgTU)+, no pretreatment for soluble salts
	15F1_NA	Exchangeable bases by 0.01m (AgTU)+, no pretreatment for soluble salts
	15F3	CEC by 0.01M silver-thiourea (AgTU)+
	15N1	Exchangeable sodium percentage (ESP)
	3A1	EC of 1:5 soil/water extract
	4B1	pH of 1:5 soil/0.01M calcium chloride extract - direct
	6B3	Total organic carbon - high frequency induction furnace, infrared
	P10_CF_C	Clay (%) - Coventry and Fett pipette method
	P10_CF_Z	Silt (%) - Coventry and Fett pipette method
	P3A1	Bulk density - g/cm3
	P3B3VLc001	0.01 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc003	0.03 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc005	0.05 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc01	0.1 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLc03	0.3 BAR Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P3B3VLcSAT	Saturated Moisture m3/m3 - Volumetric using undisturbed 98mm diameter core on suction plate
	P6_LP	Dispersion Index (Loveday and Pyle, 1973)
	PWS1-2mm	1000-2000 micron fraction (%) - Wet Sieving after chemical dispersion
	PWS20-63	20-63 micron fraction (%) - Wet Sieving after chemical dispersion
	PWS212-425	212-425 micron fraction (%) - Wet Sieving after chemical dispersion
	PWS425-1mm	425-1000  micron fraction (%) - Wet Sieving after chemical dispersion
	PWS63-212	63-212 micron fraction (%) - Wet Sieving after chemical dispersion