Project Name:	Regional
	Project Code:	REG	Site ID:	T292	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Site Information
	Desc. By:	G.G. Murtha	Locality:	4.3KM from highway road south of Mt. Mackay:
	Date Desc.:	20/08/80	Elevation:	 18 metres
	Map Ref.:	Sheet No. : 8062   1:100000	Rainfall:	4000
	Northing/Long.:	145.983333333333	Runoff:	Moderately rapid
	Easting/Lat.:	-17.9666666666667	Drainage:	Imperfectly drained
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	  QA	Substrate Material:	Unconsolidated material (unidentified) 
	Land Form
	Rel/Slope Class: 	No Data	Pattern Type:	Alluvial fan
	Morph. Type:	Lower-slope	Relief:	No Data
	Elem. Type:	Fan	Slope Category:	Gently inclined
	Slope:	3.5 % 	Aspect:	180 degrees
	Surface Soil Condition (dry):	Recently cultivated
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Acidic Kandosolic Oxyaquic Hydrosol     	Principal Profile Form:	Gn2.91
	ASC Confidence:	Great Soil Group:	Grey earth
	All necessary analytical data are available.
	Site Disturbance:	Cultivation. Rainfed
	Vegetation:
	Surface Coarse Fragments:	No surface coarse fragments
	Profile Morphology
	Ap	0 - 0.1 m	Dark greyish brown (10YR4/2-Moist); ; Sandy loam; Massive grade of structure; Moist; Weak 
	consistence; 2-10%, medium gravelly, 6-20mm, angular, Quartz, coarse fragments; 
	Ap	0.1 - 0.2 m	Dark greyish brown (10YR4/2-Moist); ; Sandy loam; Massive grade of structure; Moist; Weak 
	consistence; 2-10%, medium gravelly, 6-20mm, angular, Quartz, coarse fragments; 
	Ap	0.2 - 0.3 m	Dark grey (10YR4/1-Moist); ; Sandy loam; Massive grade of structure; Moist; Weak consistence; 
	10-20%, medium gravelly, 6-20mm, angular, Quartz, coarse fragments; 
	A3	0.3 - 0.4 m	Dark grey (10YR4/1-Moist); , 10YR62, 10-20% , 5-15mm, Distinct; , 10-20% , 5-15mm, Distinct; 
	Sandy loam (Heavy); Massive grade of structure; Moist; Weak consistence; 2-10%, medium 
	gravelly, 6-20mm, angular, Quartz, coarse fragments; Diffuse change to - 
	B1	0.4 - 0.6 m	Pale brown (10YR6/3-Moist); , 10YR41, 10-20% , 5-15mm, Distinct; , 10-20% , 5-15mm, Distinct;
	 Sandy clay loam (Light); Massive grade of structure; Moist; Weak consistence; Diffuse change 
	to - 
	B2	0.6 - 0.9 m	Light brownish grey (2.5Y6/3-Moist); ; Sandy clay loam; Massive grade of structure; Moist; Weak 
	consistence; 
	B2	0.9 - 1.2 m	Light brownish grey (2.5Y6/2-Moist); ; Sandy clay loam (Light); Massive grade of structure; Moist;
	 Weak consistence; Diffuse change to - 
	B3	1.2 - 1.5 m	Light grey (5Y7/1-Moist); , 10YR68, 2-10% , 0-5mm, Distinct; , 2-10% , 0-5mm, Distinct; Sandy 
	clay loam (Light); Massive grade of structure; Wet; Weak consistence; 
	Morphological Notes
	Observation Notes
	Site Notes
	LOWER TULLY

	Project Name:	Regional
	Project Code:	REG	Site ID:	T292	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	6.4A	 0.059A	 0.54H	 0.77	 0.15	 0.04	 0.4F	 2.28A	 1.9F	1.75
	 3.9C	1.03
	0.1 - 0.2	5.5A	 0.044A
	0.2 - 0.3	5.3A	 0.041A	 0.12H	 0.11	 0.15	 0.03	 1.9F	 2.22A	 2.3F	1.35
	 5.2C	0.58
	0.3 - 0.4	5.5A	 0.035A
	0.4 - 0.6	5.3A	 0.023A	 0.29H	 0.11	 0.06	 0.04	 2.3F	 2.13A	 2.8F	1.88
	 4C	1.00
	0.6 - 0.9	5.3A	 0.02A
	0.9 - 1.2	5.4A	 0.008A	 0.2H	 0.12	<0.01	<0.01	 1.1F	 1.5A	 1.4F
	1.2 - 1.5	5.5A	 0.017A
	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	 1.28D	 76B	 0.027A	 0.09A	 1.78A	 6	 58A	 21	 9	 13
	0.1 - 0.2	 8	 51A	 24	 10	 16
	0.2 - 0.3	 1.16D	 17B	 0.09A	 5	 43A	 24	 11	 23
	0.3 - 0.4	<2	 39A	 28	 10	 23
	0.4 - 0.6	 0.64D	 11B	 0.012A	 0.06A	 2.54A	<2	 36A	 33	 11	 20
	0.6 - 0.9	 4	 39A	 35	 9	 17
	0.9 - 1.2
	1.2 - 1.5	<2	 49A	 24	 9	 18
	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 - 0.2
	0.2 - 0.3
	0.3 - 0.4
	0.4 - 0.6
	0.6 - 0.9
	0.9 - 1.2
	1.2 - 1.5

	Project Name:	Regional
	Project Code:	REG	Site ID:	T292	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (QLD)
	Laboratory Analyses Completed for this profile
	10A1	Total sulfur - X-ray fluorescence
	12_HF_CU	Total element - Cu(mg/kg) - HF/HClO4 Digest
	12_HF_FE	Total element - Fe(%) - HF/HClO4 Digest
	12_HF_MN	Total element - Mn(mg/kg) - HF/HClO4 Digest
	12_HF_ZN	Total element - Zn(mg/kg) - HF/HClO4 Digest
	15A2_CEC	Exchangeable bases- 1M ammonium chloride at pH 7.0, pretreatment for soluble salts
	15D1_CEC	CEC - 1M ammonium acetate at pH 7.0, pretreatment for soluble salts; manual leach
	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	Exchange acidity (hydrogen and aluminium) - meq per 100g of soil - By 1M KCl exch. acidity by 
	titration to pH 8.4
	15J1	Effective CEC
	17A1	Total potassium - X-ray fluorescence
	3A1	EC of 1:5 soil/water extract
	4A1	pH of 1:5 soil/water suspension
	6A1_UC	Organic carbon (%) - Uncorrected Walkley and Black method
	7A2	Total nitrogen - semimicro Kjeldahl , automated colour
	9A1	Total phosphorus - X-ray fluorescence
	9G_BSES	Available P (mg/kg) - Acid P - 0.005M H2SO4 (BSES)
	P10_CF_C	Clay (%) - Coventry and Fett pipette method
	P10_CF_CS	Coarse sand (%) - Coventry and Fett pipette method
	P10_CF_FS	Fine sand (%) - Coventry and Fett pipette method
	P10_CF_Z	Silt (%) - Coventry and Fett pipette method
	P10_GRAV	Gravel (%)