Project Name:	Kemerton
	Project Code:	KEM	Site ID:	P783	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Site Information
	Desc. By:	G.M. Dimmock	Locality:	200 m. N. of Marriott Road (new alignment), 2.3 km E 
	of Old Coast Road AMG ref.: 383100. 632450
	Date Desc.:	23/05/85	Elevation:	No Data
	Map Ref.:	1:50000	Rainfall:	No Data
	Northing/Long.:	115.75	Runoff:	No Data
	Easting/Lat.:	-33.21666666666	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: 	No Data	Pattern Type:	No Data
	Morph. Type:	No Data	Relief:	No Data
	Elem. Type:	No Data	Slope Category:	No Data
	Slope:	 % 	Aspect:	No Data
	Surface Soil Condition (dry):
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	 N/A    	Principal Profile Form:	N/A
	ASC Confidence:	Great Soil Group:	Humus podzol
	Confidence level not specified
	Site Disturbance:
	Vegetation:
	Surface Coarse Fragments:
	Profile Morphology
	A11	0 - 0.05 m	Very dark grey (10YR3/1-Moist); ; Sand; Single grain grade of structure; Very weak consistence; 
	A12	0.05 - 0.1 m	Very dark grey (10YR3/1-Moist); ; Sand; Single grain grade of structure; Very weak consistence; 
	A13	0.1 - 0.2 m	Grey (10YR5/1-Moist); ; Sand; Single grain grade of structure; Very weak consistence; 
	A14	0.2 - 0.3 m	Grey (10YR5/1-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	A21	0.3 - 0.6 m	Grey (10YR6/1-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	A22	0.6 - 1 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	A23	1 - 1.5 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	A24	1.5 - 2 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	A25	2 - 2.35 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Loose consistence; 
	B	2.35 - 2.65 m	Light grey (10YR7/1-Moist); ; Sand; Single grain grade of structure; Weak consistence; , 
	Unidentified, , Nodules; 
	B2h	2.65 - 3 m	; Sand; Single grain grade of structure; Weak consistence; , Unidentified, Coarse (6 - 20 mm), 
	Nodules; 
	B2h	3 - 3.4 m	; Sand; Single grain grade of structure; Weak consistence; , Unidentified, , Nodules; 
	Morphological Notes
	B2h	Water Table at 3.1 m. Strong H2S smell
	Observation Notes
	Landform flat to very gentle slope in subdued dune landscape.Bott. S.pit 100 cm, auger samples below, from a hole about 1 m 
	of sampling face. B.D. samples, each of 4 bulked cores from following depths: 0-6.8, 27-33, 72-78 cm.
	Site Notes
	Gavin Sand. Slow external drainage. Internal drainage restricted by organic B horizon. Land use: Uncleared, but shrub layer 
	heavily grazed by goats with cons. surface trampling. Aeolian sand of Bassenden Dune System, Jarrah- Banksia-Mal.w.l

	Project Name:	Kemerton
	Project Code:	KEM	Site ID:	P783	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	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	6A	0.02A	2.4K	0.48	0.04	0.05	2.4D
	0.05 - 0.1	5.6A	0.01A	2.9K	0.65	0.04	0.07
	0.1 - 0.2	5.4A	0.01A	1.5K	0.46	0.03	0.06
	0.2 - 0.3	5.3A	<0.005A	0.51K	0.25	0.04	0.22	2.9D
	0.3 - 0.6	5.6A	<0.005A	0.23K	0.1	0.03	0.01
	0.6 - 1	5.4A	<0.005A	0.21K	0.16	0.03	0.6	1.3D
	1 - 1.5	5.6A	<0.005A	0.05K	0.03	0.01	0
	1.5 - 2	5.4A	<0.005A	0.03K	0.01	0	0
	2 - 2.35	5.3A	0.03A	0.02K	0.03	0	0.01
	2.35 - 2.65	5.5A	0.05A	0.03K	0.38	0.02	0.27
	2.65 - 3	5.4A	0.05A	0.04K	0.38	0.02	0.33
	3 - 3.4	5.4A	0.04A	0.05K	0.43	0.03	0.25
	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	0.945D	2.6D	21F	0.031B	92D	4
	0.05 - 0.1	1.45D	1.6D	15F	0.069B	92D	4
	0.1 - 0.2	0.475D	1.6D	7.6F	0.046B	91D	6	1	1
	0.2 - 0.3	0.244D	1D	5.5F	0.013B	93D	6	1	0
	0.3 - 0.6	0.133D	0.7D	3.4F	0.007B	93D	6	1	1
	0.6 - 1	0.12D	0.6D	3.3F	0.007B	91D	8	1	1
	1 - 1.5	0.034D	0.6D	1.7F	0.003B	90D	10	1	0
	1.5 - 2	0.134D	0D	2F	0.001B	87D	13	1	1
	2 - 2.35	0.098D	0D	1.2F	0B	83D	17	1	1
	2.35 - 2.65	0.653D	4.5D	7.2F	0.047B	83D	13
	2.65 - 3	3.32D	13D	20F	0.105B	76D	14
	3 - 3.4	2.6D	11D	21F	0.089B	80D	12
	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
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.6
	0.6 - 1
	1 - 1.5
	1.5 - 2
	2 - 2.35
	2.35 - 2.65
	2.65 - 3
	3 - 3.4

	Project Name:	Kemerton
	Project Code:	KEM	Site ID:	P783	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (WA)
	Laboratory Analyses Completed for this profile
	13A1_AL	Oxalate-extractable aluminium
	13A1_FE	Oxalate-extractable iron
	15_NR_CA	Exch. basic cations (Ca++) - meq per 100g of soil - Not recorded
	15_NR_H	Hydrogen Cation - meq per 100g of soil - Not recorded
	15_NR_K	Exch. basic cations (K++) - meq per 100g of soil - Not recorded
	15_NR_MG	Exch. basic cations (Mg++) - meq per 100g of soil - Not recorded
	15_NR_NA	Exch. basic cations (Na++) - meq per 100g of soil - Not recorded
	2_LOI	Loss on Ignition (%)
	3A1	EC of 1:5 soil/water extract
	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
	7_NR	Total nitrogen (%) - Not recorded
	9A_NR	Total element - P(%) - Not recorded
	9E	Available P (mg/kg) - Bray P
	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