Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP320	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Site Information
	Desc. By:	N.J. McKenzie	Locality:
	Date Desc.:	31/08/92	Elevation:	90 metres
	Map Ref.:	Sheet No. : 9232-4-N   1:25000	Rainfall:	912
	Northing/Long.:	6402700 AMG zone: 56	Runoff:	No Data
	Easting/Lat.:	373700  Datum: AGD66	Drainage:	No Data
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	No Data
	Land Form
	Rel/Slope Class: 	Undulating low hills 30-90m 3-	Pattern Type:	Low hills
	10%
	Morph. Type:	Crest	Relief:	40 metres
	Elem. Type:	Hillcrest	Slope Category:	Gently inclined
	Slope:	6 % 	Aspect:	135 degrees
	Surface Soil Condition (dry):	Firm
	Erosion:	Minor (sheet) 
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Brown Kurosol     	Principal Profile Form:	Dy4.11
	ASC Confidence:	Great Soil Group:	N/A
	No analytical data are available but confidence is fair.
	Site Disturbance:	Complete clearing. Pasture, native or improved, cultivated at some stage
	Vegetation:	Low Strata - Tussock grass, <0.25m, Closed or dense. *Species includes - None recorded
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A11	0 - 0.05 m	Dark greyish brown (10YR4/2-Moist); Light brownish grey (10YR6/2-Dry); ; Loam; Weak grade 
	of structure, 5-10 mm, Subangular blocky; Rough-ped fabric; Moderately moist; Very firm 
	consistence; 0-2%, fine gravelly, 2-6mm, subangular tabular, Siltstone, coarse fragments; Field 
	pH 5.5 (Raupach); Common, fine (1-2mm) roots; Clear, Smooth change to - 
	A12	0.05 - 0.1 m	Dark greyish brown (10YR4/2-Moist); Light brownish grey (10YR6/2-Dry); , 7.5YR56, 10-20% , 
	5-15mm, Distinct; Clay loam, fine sandy; Massive grade of structure; Rough-ped fabric; 
	Moderately moist; Very firm consistence; 0-2%, fine gravelly, 2-6mm, subangular tabular, 
	Siltstone, coarse fragments; Field pH 5.5 (Raupach); Few, fine (1-2mm) roots; Clear, Smooth 
	A13	0.1 - 0.15 m	Dark greyish brown (10YR4/2-Moist); , 10YR41, 10-20% , 5-15mm, Faint; Clay loam; Massive 
	grade of structure; Rough-ped fabric; Moderately moist; Very firm consistence; 0-2%, fine 
	gravelly, 2-6mm, subangular tabular, Siltstone, coarse fragments; Field pH 5.5 (Raupach); Few, 
	fine (1-2mm) roots; Abrupt, Smooth change to - 
	A2	0.15 - 0.19 m	Brown (10YR5/3-Moist); Very pale brown (10YR7/3-Dry); , 10YR42, 10-20% , 5-15mm, Faint; 
	Clay loam, fine sandy; Massive grade of structure; Rough-ped fabric; Moderately moist; Very 
	firm consistence; 0-2%, fine gravelly, 2-6mm, subangular tabular, Siltstone, coarse fragments; 
	Field pH 6 (Raupach); Few, fine (1-2mm) roots; Abrupt, Wavy change to - 
	B21	0.19 - 0.3 m	Brown (10YR5/3-Moist); ; Medium heavy clay; Moderate grade of structure, 10-20 mm, 
	Polyhedral; Rough-ped fabric; Moderately moist; Strong consistence; Common cutans, 10-50% 
	of ped faces or walls coated, faint; Field pH 5.5 (Raupach); Few, fine (1-2mm) roots; 
	B21	0.3 - 0.4 m	Brown (10YR5/3-Moist); ; Medium heavy clay; Moderate grade of structure, 10-20 mm, 
	Polyhedral; Rough-ped fabric; Moderately moist; Strong consistence; Common cutans, 10-50% 
	of ped faces or walls coated, faint; Field pH 5.5 (Raupach); Few, fine (1-2mm) roots; Gradual, 
	Wavy change to - 
	B22	0.4 - 0.6 m	Brown (10YR5/3-Moist); ; Heavy clay; Weak grade of structure, 20-50 mm, Polyhedral; Rough-
	ped fabric; Moderately moist; Very firm consistence; Common cutans, 10-50% of ped faces or 
	walls coated, faint; Field pH 5.5 (Raupach); Few, fine (1-2mm) roots; Clear, Wavy change to - 
	C	0.6 - 1.1 m	Light yellowish brown (10YR6/4-Moist); , 10YR58; 
	Morphological Notes
	A2	Is a lens of coarser material

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP320	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	Observation Notes
	Dark brown duplex soil with a lot of local variability in the B horizon thickness. In places the C underlies the A horizon. 
	Substrate material is 'Wooton Beds' weathered siltstone/sandstone @ 75cm.
	Site Notes
	Hilldale, 15m east of church fence, 5km north of road fence. (Morph 19)

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP320	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	5.32A	0.06A	5.5B	3.3	0.28	0.27	12.9A	2.09
	0.05 - 0.1	5.27A	0.04A	4.8B	2.8	0.13	0.27	11.8A	2.29
	0 - 0.2
	0 - 0.2
	0.1 - 0.15	5.46A	0.04A	4.1B	2.7	0.12	0.34	10.8A	3.15
	0.15 - 0.19	5.6A	0.04A	2.7B	2.2	0.1	0.35	7.8A	4.49
	0.19 - 0.3	5.62A	0.07A	4.9B	7.4	0.23	1.2	17.8A	6.74
	0.2 - 0.4
	0.2 - 0.4
	0.3 - 0.4	5.51A	0.07A	5.4B	9.2	0.26	1.5	22.2A	6.76
	0.4 - 0.6	5.21A	0.1A	5.3B	10.9	0.29	2.2	26.2A	8.40
	0.6 - 1.1
	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	3.16B	1
	0.05 - 0.1	1.76B	4
	0 - 0.2	1.46
	1.43
	1.44
	1.49
	0 - 0.2	1.46
	1.43
	1.44
	1.49
	0.1 - 0.15	1.32B	1.47	3
	0.15 - 0.19	0.76B	5
	0.19 - 0.3	0.52B	1.51	2
	0.2 - 0.4	1.53
	1.63
	1.63
	0.2 - 0.4	1.53
	1.63
	1.63
	0.3 - 0.4	0.52B	0
	0.4 - 0.6	0.41B	0
	0.6 - 1.1
	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 - 0.05
	0.05 - 0.1
	0 - 0.2	0.4E	0.38E	0.36E	0.32D	0.17F	0.13F	23.9D	6.3A
	0.39E	0.36E	0.34E	0.3D	0.2F	0.15F
	0.4E	0.35E	0.34E	0.3D
	0.41E	0.38E	0.36E	0.33D

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP320	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (ACT)
	0 - 0.2	0.4E	0.38E	0.36E	0.32D	0.17F	0.13F	23.9D	6.3A
	0.39E	0.36E	0.34E	0.3D	0.2F	0.15F
	0.4E	0.35E	0.34E	0.3D
	0.41E	0.38E	0.36E	0.33D
	0.1 - 0.15	0.017B
	0.15 - 0.19
	0.19 - 0.3	0.075B
	0.2 - 0.4	0.38E	0.36E	0.35E	0.33D	0.21F	0.19F	0.0007D	0.0003A
	0.35E	0.33E	0.32E	0.29D	0.2F	0.18F
	0.36E	0.34E	0.32E	0.3D
	0.2 - 0.4	0.38E	0.36E	0.35E	0.33D	0.21F	0.19F	0.0007D	0.0003A
	0.35E	0.33E	0.32E	0.29D	0.2F	0.18F
	0.36E	0.34E	0.32E	0.3D
	0.3 - 0.4
	0.4 - 0.6
	0.6 - 1.1

	Project Name:	Improving Soil Survey Field Measurement and Interpretation. LWRRDC Project No. 90/R16
	Project Code:	Morphology	Site ID:	CP320	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)