OR/15/002 Appendix 3: Tables for vulnerability classification - Revision history

Dbk at 15:06, 23 July 2015

2015-07-23T15:06:02Z

← Older revision		Revision as of 16:06, 23 July 2015
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	\|}		\|}

	==~~References~~==		==Reference==


	[[category:OR/15/002 User Guide: Groundwater Vulnerability (Scotland) GIS dataset, Version 2. Revised Report \| 09]]		[[category:OR/15/002 User Guide: Groundwater Vulnerability (Scotland) GIS dataset, Version 2. Revised Report \| 09]]

Dbk at 15:05, 23 July 2015

2015-07-23T15:05:45Z

← Older revision		Revision as of 16:05, 23 July 2015
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	__notoc__		__notoc__
	{{OR/15/002}}		{{OR/15/002}}
	These tables are used, with the rules in Section 3, to define the assigned vulnerability class for each given combination of input parameters. They have been slightly modified from the tables used to derive Version 1 of the groundwater vulnerability dataset (Ball et al. 2004), as follows:		These tables are used, with the rules in Section 3, to define the assigned vulnerability class for each given combination of input parameters. They have been slightly modified from the tables used to derive Version 1 of the groundwater vulnerability dataset (Ball et al. 2004<ref>Ball D, MacDonald A, Ó Dochartaigh B, del Rio M, FitzSimons V, Auton C and Lilly A. 2004. Development of a groundwater vulnerability screening methodology for the Water Framework Directive. SNIFFER Report Project WFD28 / BGS Commissioned Report CR/03/294C. </ref>), as follows:
	* Vulnerability Class 4 has been subdivided throughout into two sub-classes, Class 4a and Class 4b. Class 4a includes areas where superficial deposits have low permeability; Class 4b includes areas where superficial deposits have moderate or high permeability. The tables have been amended to reflect this.		* Vulnerability Class 4 has been subdivided throughout into two sub-classes, Class 4a and Class 4b. Class 4a includes areas where superficial deposits have low permeability; Class 4b includes areas where superficial deposits have moderate or high permeability. The tables have been amended to reflect this.
	* Because of this change, one table (the original Table 2) has been removed as no longer needed.		* Because of this change, one table (the original Table 2) has been removed as no longer needed.
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	\|}		\|}

			==References==


	[[category:OR/15/002 User Guide: Groundwater Vulnerability (Scotland) GIS dataset, Version 2. Revised Report \| 09]]		[[category:OR/15/002 User Guide: Groundwater Vulnerability (Scotland) GIS dataset, Version 2. Revised Report \| 09]]

Dbk: Protected "OR/15/002 Appendix 3: Tables for vulnerability classification" ([Edit=Allow only administrators] (indefinite) [Move=Allow only administrators] (indefinite)) [cascading]

2015-05-05T14:28:40Z

Protected "OR/15/002 Appendix 3: Tables for vulnerability classification" ([Edit=Allow only administrators] (indefinite) [Move=Allow only administrators] (indefinite)) [cascading]

← Older revision		Revision as of 15:28, 5 May 2015
(No difference)

Dbk at 13:33, 27 April 2015

2015-04-27T13:33:21Z

← Older revision		Revision as of 14:33, 27 April 2015
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	\| width="100pt" \| <p align="center">'''=>5m clay<br>in sequence'''</p>		\| width="100pt" \| <p align="center">'''=>5m clay<br>in sequence'''</p>
	\|-		\|-
	\| rowspan="3" \| p align="center">'''<10 m'''</p>		\| rowspan="3" \| <p align="center">'''<10 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#ffff66" \| <p align="center">'''4b'''</p>		\| style="background-color:#ffff66" \| <p align="center">'''4b'''</p>

Dbk at 13:32, 27 April 2015

2015-04-27T13:32:43Z

← Older revision		Revision as of 14:32, 27 April 2015
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	\| width="100pt" \| <p align="center">'''=>5m clay<br>in sequence'''</p>		\| width="100pt" \| <p align="center">'''=>5m clay<br>in sequence'''</p>
	\|-		\|-
	\| rowspan="3" \| width="100pt" \| <p align="center">'''<10 m'''</p>		\| rowspan="3" width="100pt" \| <p align="center">'''<10 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>

Dbk at 13:30, 27 April 2015

2015-04-27T13:30:53Z

Dbk at 13:29, 27 April 2015

2015-04-27T13:29:16Z

← Older revision		Revision as of 14:29, 27 April 2015
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	\| width="100pt" \| <p align="center">=>5m clay<br>in sequence'''</p>		\| width="100pt" \| <p align="center">=>5m clay<br>in sequence'''</p>
	\|-		\|-
	\| rowspan="3" \| <p align="center"><10 m'''</p>		\| rowspan="3" \| <p align="center">'''<10 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>

Dbk at 13:27, 27 April 2015

2015-04-27T13:27:37Z

← Older revision		Revision as of 14:27, 27 April 2015
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	\| rowspan="3" \| '''Bedrock permeability'''		\| rowspan="3" \| '''Bedrock permeability'''
	\| width="100pt" \| <p align="center">VH or H</p>		\| width="100pt" \| <p align="center">VH or H</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">M</p>		\| <p align="center">M</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">L</p>		\| <p align="center">L</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|}		\|}

Dbk at 13:26, 27 April 2015

2015-04-27T13:26:44Z

← Older revision		Revision as of 14:26, 27 April 2015
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2).		\|+ Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Superficial deposits thickness (m)'''		\| colspan="4" \| '''Superficial deposits thickness (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A4 Bedrock Flow Type = Fractured; superficial deposits are mapped; Clay Thickness => 5 m (Rule 2)		\|+ Table A4 Bedrock Flow Type = Fractured; superficial deposits are mapped; Clay Thickness => 5 m (Rule 2)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Superficial deposits thickness (m)'''		\| colspan="4" \| '''Superficial deposits thickness (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1).		\|+ Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''		\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)		\|+ Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7).		\|+ Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A8 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; low permeability soils (HOST classes in Group A – see Rule 7)		\|+ Table A8 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; low permeability soils (HOST classes in Group A – see Rule 7)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5).		\|+ Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5).
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>
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	{\| class="wikitable"		{\| class="wikitable"
	\|-Table A10 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Moderate (Rule 5)		\|+ Table A10 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Moderate (Rule 5)
	\| rowspan="2" \| <p align="center">'''Depth to Water in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedroc<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''Bedroc<br>permeability'''</p>
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A11 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Low (Rule 5)		\|+ Table A11 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Low (Rule 5)
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock perm eability'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock perm eability'''</p>

Dbk at 13:25, 27 April 2015

2015-04-27T13:25:39Z

← Older revision		Revision as of 14:25, 27 April 2015
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	{\| class="wikitable"		{\| class="wikitable"
	\|+ Table A2 Bedrock Flow Type = Fractured; soil present; no superficial deposits mapped (Rule 4)		\|+ Table A2 Bedrock Flow Type = Fractured; soil present; no superficial deposits mapped (Rule 4).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| '''Superficial deposits<br>thickness (m)'''		\| '''Superficial deposits<br>thickness (m)'''
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2)		\|- Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Superficial deposits thickness (m)'''		\| colspan="4" \| '''Superficial deposits thickness (m)'''
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	{\| ~~cellspacing~~="~~0" cellpadding="0" border="0~~"		{\| class="wikitable"
	\|- Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1)		\|- Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''		\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''
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	{\| ~~cellspacing~~="~~0" cellpadding="0" border="0~~"		{\| class="wikitable"
	\|- Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)		\|- Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
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	\|-		\|-
	\| rowspan="3" \| '''Bedrock permeability'''		\| rowspan="3" \| '''Bedrock permeability'''
	\| width="100pt" \| VH or H		\| width="100pt" \| <p align="center">VH or H</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>
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	{\| ~~cellspacing~~="~~0" cellpadding="0" border="0~~"		{\| class="wikitable"
	\|- Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7)		\|- Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
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	\|-		\|-
	\| rowspan="3" \| '''Bedrock permeability'''		\| rowspan="3" \| '''Bedrock permeability'''
	\| width="100pt" \| VH or H		\| width="100pt" \| <p align="center">VH or H</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">M</p>		\| <p align="center">M</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| #9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">L</p>		\| <p align="center">L</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|}		\|}

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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5)		\|- Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5).
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>
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	\| style="background-color:#967117" \| <p align="center">'''1'''</p>		\| style="background-color:#967117" \| <p align="center">'''1'''</p>
	\|-		\|-
	\| rowspan="3" \| '''10-30 m'''		\| rowspan="3" \| <p align="center">'''10-30 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
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	\| style="background-color:#967117" \| <p align="center">'''1'''</p>		\| style="background-color:#967117" \| <p align="center">'''1'''</p>
	\|-		\|-
	\| rowspan="3" \| '''>30 m'''		\| rowspan="3" \| <p align="center">'''>30 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
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	\|-		\|-
	\| <p align="center">M</p>		\| <p align="center">M</p>
	\| <p align="center">'''4b'''</p>		\| style="background-color:#ffff66" \| <p align="center">'''4b'''</p>
	\| style="background-color:#059033" \| <p align="center">'''2'''</p>		\| style="background-color:#059033" \| <p align="center">'''2'''</p>
	\| style="background-color:#967117" \| <p align="center">'''1'''</p>		\| style="background-color:#967117" \| <p align="center">'''1'''</p>

← Older revision		Revision as of 14:27, 27 April 2015
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	\| rowspan="3" \| '''Bedrock permeability'''		\| rowspan="3" \| '''Bedrock permeability'''
	\| width="100pt" \| <p align="center">VH or H</p>		\| width="100pt" \| <p align="center">VH or H</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">M</p>		\| <p align="center">M</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">L</p>		\| <p align="center">L</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|}		\|}

← Older revision		Revision as of 14:26, 27 April 2015
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	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2).		\|+ Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Superficial deposits thickness (m)'''		\| colspan="4" \| '''Superficial deposits thickness (m)'''
Line 86:		Line 86:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A4 Bedrock Flow Type = Fractured; superficial deposits are mapped; Clay Thickness => 5 m (Rule 2)		\|+ Table A4 Bedrock Flow Type = Fractured; superficial deposits are mapped; Clay Thickness => 5 m (Rule 2)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Superficial deposits thickness (m)'''		\| colspan="4" \| '''Superficial deposits thickness (m)'''
Line 117:		Line 117:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1).		\|+ Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''		\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''
Line 136:		Line 136:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)		\|+ Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
Line 167:		Line 167:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7).		\|+ Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
Line 199:		Line 199:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A8 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; low permeability soils (HOST classes in Group A – see Rule 7)		\|+ Table A8 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; low permeability soils (HOST classes in Group A – see Rule 7)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
Line 230:		Line 230:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5).		\|+ Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5).
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>
Line 310:		Line 310:

	{\| class="wikitable"		{\| class="wikitable"
	\|-Table A10 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Moderate (Rule 5)		\|+ Table A10 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Moderate (Rule 5)
	\| rowspan="2" \| <p align="center">'''Depth to Water in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedroc<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''Bedroc<br>permeability'''</p>
Line 391:		Line 391:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A11 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Low (Rule 5)		\|+ Table A11 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Low (Rule 5)
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock perm eability'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock perm eability'''</p>

← Older revision		Revision as of 14:25, 27 April 2015
Line 36:		Line 36:

	{\| class="wikitable"		{\| class="wikitable"
	\|+ Table A2 Bedrock Flow Type = Fractured; soil present; no superficial deposits mapped (Rule 4)		\|+ Table A2 Bedrock Flow Type = Fractured; soil present; no superficial deposits mapped (Rule 4).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| '''Superficial deposits<br>thickness (m)'''		\| '''Superficial deposits<br>thickness (m)'''
Line 55:		Line 55:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2)		\|- Table A3 Bedrock Flow Type = Fractured; superficial deposits are mapped, Clay Thickness <5m (Rule 2).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Superficial deposits thickness (m)'''		\| colspan="4" \| '''Superficial deposits thickness (m)'''
Line 116:		Line 116:


	{\| ~~cellspacing~~="~~0" cellpadding="0" border="0~~"		{\| class="wikitable"
	\|- Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1)		\|- Table A5 Superficial Deposits Permeability at surface = High or Very High; there is a water table in superficial deposits (Superficial Deposits Thickness > Depth to Water in Superficial Deposits) (Rule 1).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''		\| colspan="4" \| '''Depth to Water in Superficial Deposits (m)'''
Line 135:		Line 135:


	{\| ~~cellspacing~~="~~0" cellpadding="0" border="0~~"		{\| class="wikitable"
	\|- Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)		\|- Table A6 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no soil or superficial deposits (Rule 6)
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
Line 146:		Line 146:
	\|-		\|-
	\| rowspan="3" \| '''Bedrock permeability'''		\| rowspan="3" \| '''Bedrock permeability'''
	\| width="100pt" \| VH or H		\| width="100pt" \| <p align="center">VH or H</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>
Line 166:		Line 166:


	{\| ~~cellspacing~~="~~0" cellpadding="0" border="0~~"		{\| class="wikitable"
	\|- Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7)		\|- Table A7 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); no superficial deposits; high or moderate soils (HOST classes in Group B – see Rule 7).
	\| rowspan="2" colspan="2" \|		\| rowspan="2" colspan="2" \|
	\| colspan="4" \| '''Depth to Water in Bedrock (m)'''		\| colspan="4" \| '''Depth to Water in Bedrock (m)'''
Line 177:		Line 177:
	\|-		\|-
	\| rowspan="3" \| '''Bedrock permeability'''		\| rowspan="3" \| '''Bedrock permeability'''
	\| width="100pt" \| VH or H		\| width="100pt" \| <p align="center">VH or H</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">M</p>		\| <p align="center">M</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| #9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|-		\|-
	\| <p align="center">L</p>		\| <p align="center">L</p>
	\| style="background-color:#fd0e35" \|<p align="center">'''5'''</p>		\| style="background-color:#fd0e35" \| <p align="center">'''5'''</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\| style="background-color:#9acd32<p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
	\|}		\|}

Line 230:		Line 230:

	{\| class="wikitable"		{\| class="wikitable"
	\|- Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5)		\|- Table A9 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Very High or High (Rule 5).
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock<br>permeability'''</p>
Line 343:		Line 343:
	\| style="background-color:#967117" \| <p align="center">'''1'''</p>		\| style="background-color:#967117" \| <p align="center">'''1'''</p>
	\|-		\|-
	\| rowspan="3" \| '''10-30 m'''		\| rowspan="3" \| <p align="center">'''10-30 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>		\| style="background-color:#ffb300" \| <p align="center">'''4a'''</p>
Line 365:		Line 365:
	\| style="background-color:#967117" \| <p align="center">'''1'''</p>		\| style="background-color:#967117" \| <p align="center">'''1'''</p>
	\|-		\|-
	\| rowspan="3" \| '''>30 m'''		\| rowspan="3" \| <p align="center">'''>30 m'''</p>
	\| <p align="center">VH or H</p>		\| <p align="center">VH or H</p>
	\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>		\| style="background-color:#9acd32" \| <p align="center">'''3'''</p>
Line 411:		Line 411:
	\|-		\|-
	\| <p align="center">M</p>		\| <p align="center">M</p>
	\| <p align="center">'''4b'''</p>		\| style="background-color:#ffff66" \| <p align="center">'''4b'''</p>
	\| style="background-color:#059033" \| <p align="center">'''2'''</p>		\| style="background-color:#059033" \| <p align="center">'''2'''</p>
	\| style="background-color:#967117" \| <p align="center">'''1'''</p>		\| style="background-color:#967117" \| <p align="center">'''1'''</p>

← Older revision		Revision as of 14:30, 27 April 2015
Line 239:		Line 239:
	\| width="100pt" \| <p align="center">'''10-30'''</p>		\| width="100pt" \| <p align="center">'''10-30'''</p>
	\| width="100pt" \| <p align="center">'''>30'''</p>		\| width="100pt" \| <p align="center">'''>30'''</p>
	\| width="100pt" \| <p align="center">=>5m clay<br>in sequence'''</p>		\| width="100pt" \| <p align="center">'''=>5m clay<br>in sequence'''</p>
	\|-		\|-
	\| rowspan="3" \| <p align="center">'''<10 m'''</p>		\| rowspan="3" \| <p align="center">'''<10 m'''</p>
Line 312:		Line 312:
	\|+ Table A10 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Moderate (Rule 5)		\|+ Table A10 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Moderate (Rule 5)
	\| rowspan="2" \| <p align="center">'''Depth to Water in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''~~Bedroc~~<br>permeability'''</p>		\| rowspan="2" \| <p align="center">'''BedrocK<br>permeability'''</p>
	\| colspan="5" \| <p align="center">'''Moderate permeability superficial deposits thickness (m)'''</p>		\| colspan="5" \| <p align="center">'''Moderate permeability superficial deposits thickness (m)'''</p>
	\|-		\|-
Line 393:		Line 393:
	\|+ Table A11 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Low (Rule 5)		\|+ Table A11 Bedrock Flow Type = Significantly Intergranular (including mixed fracture/intergranular); Superficial Deposits Permeability at surface = Low (Rule 5)
	\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>		\| rowspan="2" \| <p align="center">'''Depth to Water<br>in Bedrock (m)'''</p>
	\| rowspan="2" \| <p align="center">'''Bedrock ~~perm eability~~'''</p>		\| rowspan="2" \| <p align="center">'''Bedrock permeability'''</p>
	\| colspan="5" \| <p align="center">'''Low permeability superficial deposits thickness (m)'''</p>		\| colspan="5" \| <p align="center">'''Low permeability superficial deposits thickness (m)'''</p>
	\|-		\|-