Project Name:	PRO
	Project Code:	PRO	Site ID:	H126	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Site Information
	Desc. By:	K.D. Nicholls	Locality:	1.2KM east of Sorell/Orielton Road 4.8KM north of 
	Sorell:
	Date Desc.:	18/11/55	Elevation:	 61 metres
	Map Ref.:	Rainfall:	610
	Northing/Long.:	147.541666666667	Runoff:	Rapid
	Easting/Lat.:	-42.7444444444445	Drainage:	Poorly drained
	Geology
	ExposureType:	Soil pit	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Auger boring, 1.1 m deep,Dolerite 
	Land Form
	Rel/Slope Class: 	Rolling hills 90-300m 10-32%	Pattern Type:	Hills
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	Hillslope	Slope Category:	Moderately inclined
	Slope:	23 % 	Aspect:	90 degrees
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Melanic-Vertic Eutrophic Black Dermosol     	Principal Profile Form:	Gn3.43
	ASC Confidence:	Great Soil Group:	Prairie soil
	All necessary analytical data are available.
	Site Disturbance:	Limited clearing, for example selective logging
	Vegetation:	Low Strata - Tussock grass, 0.51-1m, Mid-dense. *Species includes - None recorded
	Tall Strata - Tree, , . *Species includes - Eucalyptus ovata
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	A1	0 - 0.1 m	Very dark grey (10YR3/1-Moist); ; Clay loam, fine sandy; Moderate grade of structure, <2 mm, 
	Granular; Moderately moist; Weak consistence; 2-10%, cobbly, 60-200mm, Dolerite, coarse 
	fragments; ManyDiffuse change to - 
	AB	0.1 - 0.18 m	Very dark brown (10YR2/2-Moist); ; Clay loam (Heavy); Moderate grade of structure, 2-5 mm, 
	Subangular blocky; Moist; Firm consistence; 0-2%, Gravel, coarse fragments; CommonClear 
	change to - 
	B	0.18 - 0.33 m	Very dark brown (10YR2/2-Moist); ; Light clay; Weak grade of structure, 50-100 mm, Prismatic; 
	Moist; Very firm consistence; 0-2%, Gravel, coarse fragments; CommonDiffuse change to - 
	B	0.33 - 0.48 m	Very dark brown (10YR2/2-Moist); ; Medium clay; Weak grade of structure, 50-100 mm, 
	Prismatic; Moist; Very firm consistence; Slightly plastic; Normal plasticity; 0-2%, Gravel, coarse
	 fragments; CommonDiffuse change to - 
	0.48 - 0.64 m	Very dark brown (10YR2/2-Moist); ; Medium clay; Weak grade of structure, 50-100 mm, Angular 
	blocky; Very firm consistence; Slightly plastic; Normal plasticity; 0-2%, Gravel, coarse 
	fragments; CommonSharp change to - 
	BC	0.79 - 0.89 m	Very dark brown (10YR2/2-Moist); ; Heavy clay; 10-20%, Gravel, coarse fragments; Diffuse 
	change to - 
	C	0.89 - 1.09 m	Dark yellowish brown (10YR4/4-Moist); ; Loam; 10-20%, Gravel, coarse fragments; 
	1.09 - 1.19 m	; 
	Morphological Notes
	On parent material (probably dolerite boulder):
	Observation Notes
	79-109CM CLAY AND DECOMPOSED DOLERITE:                                                                                  
	Site Notes
	PEMBROKE

	Project Name:	PRO
	Project Code:	PRO	Site ID:	H126	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	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	6.2A	 16.9H	 11.7	 0.42	 0.96	 8.5H	 44.6B
	 14.6E
	0.1 - 0.18	6.5A
	0.18 - 0.33	7A	 15.6H	 12.1	 0.49	 2	 4.6E	 34.8B
	0.33 - 0.48	8.5A
	0.48 - 0.64	8.2A	 17.8H	 16.4	 0.23	 2.6	 37B
	0.79 - 0.89	7.9A	 22.2H	 17	 0.13	 4.9	 1.6E	 45.8B
	0.89 - 1.09	7.1A	 17.4H	 13.5	 0.11	 5.9	 2.9E	 39.8B
	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	 5.4D	 0.021D	 0.447A	 2	 13B	 37	 20	 20
	0.1 - 0.18	 2.7D	 0.014D	 0.243A	 2	 17B	 36	 17	 23
	0.18 - 0.33	 1.45D	 0.006D	 0.104A	 1	 10D	 33	 15	 38
	0.33 - 0.48	 1.01D	 0.08A	 1	 9D	 33	 15	 42
	0.48 - 0.64	 0.002A	 0.066A	 1	 9D	 29	 12	 48
	0.79 - 0.89	 0.002A	 19	 16B	 18	 15	 52
	0.89 - 1.09	 0.004A	 16	 33B	 22	 15	 30
	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
	0.1 - 0.18
	0.18 - 0.33
	0.33 - 0.48
	0.48 - 0.64
	0.79 - 0.89
	0.89 - 1.09

	Project Name:	PRO
	Project Code:	PRO	Site ID:	H126	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (TAS)
	Laboratory Analyses Completed for this profile
	15E1_CA	Exchangeable bases (Ca2+,Mg2+,Na+,K+) by compulsive exchange, no pretreatment for soluble 
	15E1_K	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15E1_MG	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15E1_NA	Exchangeable bases, CEC and AEC by compulsive exchange, no pretreatment for soluble salts
	15G_C_H1	Exchangeable hydrogen - meq per 100g of soil - Hydrogen By back titration of A or B
	15G1_H	Hydrogen Cation - meq per 100g of soil - 1M KCl Exch. Acidity By titration to pH 8.0
	15J_H	Sum of Ex. cations + Ex. acidity - Sum of basic exch. cations and exch. (Hydrogen)
	19A1	Carbonates - rapid titration
	2_LOI	Loss on Ignition (%)
	2A1	Air-dry moisture content
	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
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A_HCL	Total element - P(%) - By boiling HCl
	P10_GRAV	Gravel (%)
	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
	P10A1_C	Clay (%) - Pipette
	P10A1_CS	Coarse sand (%) - Pipette
	P10A1_FS	Fine sand (%) - Pipette
	P10A1_Z	Silt (%) - Pipette
	XRD_C_Fd	Feldspar - X-Ray Diffraction
	XRD_C_Ka	Kaolin - X-Ray Diffraction
	XRD_C_Qz	Quartz - X-Ray Diffraction
	XRD_C_St	Smectite - X-Ray Diffraction
	XRD_C_Tc	Talc - Tourmaline - X-Ray Diffraction