Project Name:	GYC
	Project Code:	GYC	Site ID:	B691	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	C.H. Thompson	Locality:
	Date Desc.:	25/08/69	Elevation:	 45 metres
	Map Ref.:	Sheet No. : 9445   1:100000	Rainfall:	1770
	Northing/Long.:	152.925	Runoff:	Slow
	Easting/Lat.:	-26.475	Drainage:	Imperfectly drained
	Geology
	ExposureType:	Undisturbed soil core	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	  Rv	Substrate Material:	Undisturbed soil core, 0.5 m deep,No Data
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Low hills
	Morph. Type:	Upper-slope	Relief:	No Data
	Elem. Type:	Hillslope	Slope Category:	No Data
	Slope:	1.75 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Mesotrophic Mottled-Mesonatric Grey Sodosol     	Principal Profile Form:	Dy3.31
	ASC Confidence:	Great Soil Group:	Soloth
	No analytical data and little or no knowledge of this soil.
	Site Disturbance:	Extensive clearing, for example poisoning, ringbarking
	Vegetation:	Low Strata - Tussock grass, , . *Species includes - None recorded
	Tall Strata - Tree, 6.01-12m, Sparse. *Species includes - None Recorded
	Surface Coarse Fragments:
	Profile Morphology
	A1	0 - 0.1 m	Very dark greyish brown (10YR3/2-Moist); ; Sandy loam; Massive grade of structure; Moist; Weak 
	consistence; 
	A2	0.1 - 0.12 m	Dark greyish brown (10YR4/2-Moist); ; Sandy loam; Massive grade of structure; Moist; Weak 
	consistence; 
	B2	0.12 - 0.2 m	Greyish brown (2.5Y5/2-Moist); , 5YR46, 10-20% , 0-5mm, Distinct; , 7.5YR66, 10-20% , 0-5mm, 
	Distinct; Medium heavy clay; Moderate grade of structure, 50-100 mm, Prismatic; Moist; Very 
	firm consistence; 
	B2	0.2 - 0.3 m	Pale brown (10YR6/3-Moist); , 7.5YR66, 20-50% , 0-5mm, Distinct; , 5YR63, 20-50% , 0-5mm, 
	Distinct; Medium heavy clay; , Prismatic; Moist; Very firm consistence; 
	B3	0.3 - 0.5 m	Light yellowish brown (10YR6/4-Moist); , 7.5YR56, 20-50% , 0-5mm, Faint; , 20-50% , 0-5mm, 
	Faint; Sandy medium clay; , Prismatic; Moist; Firm consistence; 
	C	0.5 - 0.8 m	Strong brown (7.5YR5/6-Moist); , 2.5Y63, 20-50% , 5-15mm, Distinct; , 20-50% , 5-15mm, 
	Distinct; Sandy clay loam (Heavy); Massive grade of structure; Moist; Weak consistence; 
	0.8 - 1.1 m	Strong brown (7.5YR5/6-Moist); , 2.5Y73, 10-20% , 15-30mm, Distinct; , 5YR46, 10-20% , 15-
	30mm, Distinct; Sandy clay loam; Massive grade of structure; Weak consistence; 
	1.1 - 1.3 m	Strong brown (7.5YR5/6-Moist); , 2.5Y73, 10-20% , 15-30mm, Distinct; , 5GY61, 10-20% , 15-
	30mm, Distinct; Sandy clay loam; Massive grade of structure; Weak consistence; 
	1.3 - 1.6 m	Strong brown (7.5YR5/6-Moist); ; Clayey coarse sand; Massive grade of structure; Weak 
	consistence; 
	Morphological Notes
	Observation Notes
	PARENT MATERIAL TONALITE.                                                                                               
	Site Notes
	EERWAHVALE

	Project Name:	GYC
	Project Code:	GYC	Site ID:	B691	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	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
	0.1 - 0.12
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.5
	0.5 - 0.8
	0.8 - 1.1
	1.1 - 1.3
	1.3 - 1.6
	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
	0.1 - 0.12
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.5
	0.5 - 0.8
	0.8 - 1.1
	1.1 - 1.3
	1.3 - 1.6
	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
	0.1 - 0.12
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.5
	0.5 - 0.8
	0.8 - 1.1
	1.1 - 1.3
	1.3 - 1.6

	Project Name:	GYC
	Project Code:	GYC	Site ID:	B691	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile