Difference between revisions of "Site considerations"

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|-
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!LID Stormwater Management Practice
+
!Installation type
−
!Depth to High Water or Bedrock (m)<ref>Minimum depth between the base of the facility and the elevation of the seasonally high water table or top of bedrock</ref>
+
!Depth to high water or bedrock (m)<ref>Minimum depth between the base of the facility and the elevation of the seasonally high water table or top of bedrock</ref>
−
!Typical Ratio of <br>Impervious Drainage Area<br> to Treatment Facility Area
+
!Typical ratio of <br>Impervious drainage area<br> to treatment facility area
−
!Native Soil Infiltration Rate (mm/hr)<ref>Infiltration rate estimates based on measurements of hydraulic conductivity under field saturated conditions at the proposed location and depth of the practice</ref>
+
!Native soil infiltration rate (mm/hr)<ref>Infiltration rate estimates based on measurements of hydraulic conductivity under field saturated conditions at the proposed location and depth of the practice</ref>
 
!Head (m)<ref>Vertical distance between the inlet and outlet of the LID practice</ref>
 
!Head (m)<ref>Vertical distance between the inlet and outlet of the LID practice</ref>
 
!Space % <ref>Percent of open pervious land on the site that is required for the LID practice</ref>
 
!Space % <ref>Percent of open pervious land on the site that is required for the LID practice</ref>
 
!Slope % <ref>Slope at the LID practice location</ref>
 
!Slope % <ref>Slope at the LID practice location</ref>
−
!Applicable in Pollution Hotspots <ref>Suitable in pollution hot spots or runoff source areas where land uses or activities have the potential to generate highly contaminated runoff</ref>
+
!Applicable in pollution hotspots <ref>Suitable in pollution hot spots or runoff source areas where land uses or activities have the potential to generate highly contaminated runoff</ref>
−
!Set Backs
+
!Set backs
−
!Water Table <ref>Separated from the seasonally high water table or top of bedrock elevation</ref>
+
!Karst<ref>Suitability in areas of karst geologic formations</ref>
−
!Wellhead Protection Area<ref>|Time-of-travel within wellhead protection areas</ref>
+
!Wellhead protection area<ref>| Drinking Water Source Protection wellhead protection area time of travel</ref>
 
|-
 
|-
−
|'''Rain Barrel''''
+
|'''[[Rain barrels|Rain Barrel]]'''
 
|Not applicable
 
|Not applicable
−
||5 to 50 m<sup>2</sup>||Not applicable||1||0||NA||Yes||None||None||None
+
||5 to 50 m<sup>2</sup>||Not applicable||1||0||NA||Yes||None||Yes||None
 
|-
 
|-
−
|'''Cistern'''
+
|'''[[rainwater harvesting|Cistern]]'''
 
|Not applicable
 
|Not applicable
−
|1:1||Not applicable||0||0||0||Yes||None||None||None
+
|1:1||Not applicable||0||0||0||Yes||None||Yes||None
 
|-
 
|-
−
|'''Roof downspout disconnection'''
+
|'''[[Downspout disconnection|Roof downspout disconnection]]'''
 
|Not applicable
 
|Not applicable
−
|5 to 100 m<sup>2</sup>||Amend if < 15 mm/hr||0.5||5 to 20||1 to 5||Yes||Building Foundation||None||None
+
|5 to 100 m<sup>2</sup>||Amend if < 15 mm/hr||0.5||5 to 20||1 to 5||Yes||Building Foundation||Yes||None
 
|-
 
|-
−
|'''Soakaway, infiltration trench or chamber'''
+
|'''[[Infiltration trenches]] or [[Infiltration chambers]]'''
 
|1
 
|1
−
|5:1 to 20:1||Not a constraint||1 to 2||0 to 1||<15 %||No||4m- Building Foundation<br>Underground Utilities, Trees,<br>Drinking Water Wellhead<br>Protection Areas||1 m||2 yr
+
|5:1 to 20:1||Not a constraint||1 to 2||0 to 1||<15 %||No||4m- Building Foundation<br>Underground Utilities, Trees,<br>Drinking Water Wellhead<br>Protection Areas||No||2 yr
 
|-
 
|-
−
|'''Bioretention'''
+
|'''[[Bioretention]]'''
 
|1
 
|1
−
|5:1 to 15:1||Underdrain required<br>if < 15 mm/hr||1 to 2||5 to 10||0 to 2||No||4m- Building Foundation<br>Underground Utilities, Trees,<br>Drinking Water Wellhead<br>Protection Areas||1 m||2 yr
+
|5:1 to 15:1||[[Underdrain]] recommended<br>if < 15 mm/hr||1 to 2||5 to 10||0 to 2||No (infiltrating); Yes (non-infiltrating)||4m- Building Foundation<br>Underground Utilities, Trees,<br>Drinking Water Wellhead<br>Protection Areas||No (infiltrating); Yes (non-infiltrating)||2 yr (infiltrating); None (non-infiltrating)
 
|-
 
|-
−
|'''Stormwater planters (Filtration only Bioretention Design)'''
+
|'''[[Stormwater planters]]'''
 
|Not applicable
 
|Not applicable
−
|5:1||Not applicable||1 to 2||2 to 5||0 to 2||Yes||Building Foundation, Trees||None||None
+
|5:1||Not a constraint||1 to 2||2 to 5||0 to 2||No (infiltrating); Yes (non-infiltrating)||Building Foundation, Trees||No (infiltrating); Yes (non-infiltrating)||2 Yr (infiltrating); None (non-infiltrating)
 
|-
 
|-
−
|'''Vegetated filter strip'''
+
|'''[[Vegetated filter strips]]'''
−
|1
+
|Not applicable
−
|5:1||Amend if < 15 mm/hr||0 to 1||15 to 20||1 to 5||No||None||None||None
+
|5:1||Amend if < 15 mm/hr||0 to 1||15 to 20||1 to 5||No||None||Yes||None
 
|-
 
|-
−
|'''Permeable pavement'''
+
|'''[[Permeable pavement]]'''
 
|1
 
|1
−
|1:1 to 1.2:1||Underdrain Required <br> if < 15 mm/hr||0.5 to 1||0||1 to 5||No||4m-Underground Utilities<br>Drinking Water Wellhead<br>Protection Areas||1 m||2 Yr
+
|1:1 to 1.2:1||Underdrain recommended <br> if < 15 mm/hr||0.5 to 1||0||1 to 5||No (infiltrating); Yes (non-infiltrating)||4m-Underground Utilities<br>Drinking Water Wellhead<br>Protection Areas||No (infiltrating); Yes (non-infiltrating)||2 Yr (infiltrating); None (non-infiltrating)
 
|-
 
|-
−
|'''Enhanced grass swale (has checkdams)'''
+
|'''[[Enhanced swales]] (has checkdams)'''
−
|1
+
|Not applicable
−
|5:1 to 10:1||Not applicable||1 to 3||5 to 15||0.5 to 6||No||4m- Building Foundation<br>Underground Utilities||1 m||None
+
|5:1 to 10:1||Not applicable||1 to 3||5 to 15||0.5 to 6||No||4m- Building Foundation<br>Underground Utilities||Yes||None
 
|-
 
|-
−
|'''Dry swale (Bioswale)'''
+
|'''[[Dry swale]] (Bioswale)'''
 
|1
 
|1
−
|5:1 to 15:1||Underdrain Required <br> if < 15 mm/hr||1 to 3||5 to 10||0.5 to 6||No||4m (3m if impermeable liner<br>is used)Building foundation,<br> Underground utilities, drinking<br>water wellhead protection areas||1 m||2 Yr
+
|5:1 to 15:1||Underdrain recommended <br> if < 15 mm/hr||1 to 3||5 to 10||0.5 to 6||No (infiltrating); Yes (non-infiltrating)||4m (3m if impermeable liner<br>is used) Building foundation,<br> Underground utilities,<br> Drinking Water Wellhead Protection Areas||No (infiltrating); Yes (non-infiltrating)||2 Yr (infiltrating); None (non-infiltrating)
 
|-
 
|-
−
|'''Perforated pipe system'''
+
|'''[[Exfiltration trenches]]'''
 
|1
 
|1
−
|5:1 to 10:1||Not a constraint||1 to 3||0||< 15%||No||4m- Building Foundation<br>Underground Utilities, Trees,<br>Drinking Water Wellhead<br>Protection Areas||1 m||2 Yr
+
|5:1 to 10:1||Not a constraint||1 to 3||0||< 15%||No||4m- Building Foundation<br>Underground Utilities, Trees,<br>Drinking Water Wellhead<br>Protection Areas||No||2 Yr
 
|}
 
|}

Revision as of 17:11, 22 November 2019

Installation type Depth to high water or bedrock (m)[1] Typical ratio of
Impervious drainage area
to treatment facility area 		Native soil infiltration rate (mm/hr)[2] Head (m)[3] Space % [4] Slope % [5] Applicable in pollution hotspots [6] Set backs Karst[7] Wellhead protection area[8]
Rain Barrel Not applicable 5 to 50 m2 Not applicable 1 0 NA Yes None Yes None
Cistern Not applicable 1:1 Not applicable 0 0 0 Yes None Yes None
Roof downspout disconnection Not applicable 5 to 100 m2 Amend if < 15 mm/hr 0.5 5 to 20 1 to 5 Yes Building Foundation Yes None
Infiltration trenches or Infiltration chambers 1 5:1 to 20:1 Not a constraint 1 to 2 0 to 1 <15 % No 4m- Building Foundation
Underground Utilities, Trees,
Drinking Water Wellhead
Protection Areas		 No 2 yr
Bioretention 1 5:1 to 15:1 Underdrain recommended
if < 15 mm/hr		 1 to 2 5 to 10 0 to 2 No (infiltrating); Yes (non-infiltrating) 4m- Building Foundation
Underground Utilities, Trees,
Drinking Water Wellhead
Protection Areas		 No (infiltrating); Yes (non-infiltrating) 2 yr (infiltrating); None (non-infiltrating)
Stormwater planters Not applicable 5:1 Not a constraint 1 to 2 2 to 5 0 to 2 No (infiltrating); Yes (non-infiltrating) Building Foundation, Trees No (infiltrating); Yes (non-infiltrating) 2 Yr (infiltrating); None (non-infiltrating)
Vegetated filter strips Not applicable 5:1 Amend if < 15 mm/hr 0 to 1 15 to 20 1 to 5 No None Yes None
Permeable pavement 1 1:1 to 1.2:1 Underdrain recommended
if < 15 mm/hr		 0.5 to 1 0 1 to 5 No (infiltrating); Yes (non-infiltrating) 4m-Underground Utilities
Drinking Water Wellhead
Protection Areas		 No (infiltrating); Yes (non-infiltrating) 2 Yr (infiltrating); None (non-infiltrating)
Enhanced swales (has checkdams) Not applicable 5:1 to 10:1 Not applicable 1 to 3 5 to 15 0.5 to 6 No 4m- Building Foundation
Underground Utilities		 Yes None
Dry swale (Bioswale) 1 5:1 to 15:1 Underdrain recommended
if < 15 mm/hr		 1 to 3 5 to 10 0.5 to 6 No (infiltrating); Yes (non-infiltrating) 4m (3m if impermeable liner
is used) Building foundation,
Underground utilities,
Drinking Water Wellhead Protection Areas		 No (infiltrating); Yes (non-infiltrating) 2 Yr (infiltrating); None (non-infiltrating)
Exfiltration trenches 1 5:1 to 10:1 Not a constraint 1 to 3 0 < 15% No 4m- Building Foundation
Underground Utilities, Trees,
Drinking Water Wellhead
Protection Areas		 No 2 Yr
  1. ↑ Minimum depth between the base of the facility and the elevation of the seasonally high water table or top of bedrock
  2. ↑ Infiltration rate estimates based on measurements of hydraulic conductivity under field saturated conditions at the proposed location and depth of the practice
  3. ↑ Vertical distance between the inlet and outlet of the LID practice
  4. ↑ Percent of open pervious land on the site that is required for the LID practice
  5. ↑ Slope at the LID practice location
  6. ↑ Suitable in pollution hot spots or runoff source areas where land uses or activities have the potential to generate highly contaminated runoff
  7. ↑ Suitability in areas of karst geologic formations
  8. ↑ | Drinking Water Source Protection wellhead protection area time of travel

A hard surface area (e.g., road, parking area or rooftop) that prevents or retards the infiltration of water into the soil.

The total surface area upstream of a point on a stream that drains toward that point. Not to be confused with watershed. The drainage area may include one or more watersheds.

The natural ground material characteristic of or existing by virtue of geographic origin.

The rate at which stormwater percolates into the subsoil measured in inches per hour.

A perforated pipe used to assist the draining of soils.

Linear bioretention cell designed to convey, treat and attenuate stormwater runoff. The engineered filter media soil mixture and vegetation slows the runoff water to allow sedimentation, filtration through the root zone, evapotranspiration, and infiltration into the underlying native soil.

The upper surface of the zone of saturation, except where the surface is formed by an impermeable body.

Subsurface water level which is defined by the level below which all the spaces in the soil are filled with water; The entire region below the water table is called the saturated zone.

The rate at which stormwater percolates into the subsoil measured in inches per hour.

A parameter that describes the capability of a medium to transmit water.

Low Impact Development. A stormwater management strategy that seeks to mitigate the impacts of increased urban runoff and stormwater pollution by managing it as close to its source as possible. It comprises a set of site design approaches and small scale stormwater management practices that promote the use of natural systems for infiltration and evapotranspiration, and rainwater harvesting.

The portion of water precipitated onto a catchment area, which then flows as surface discharge from the catchment area past a specified point.

Water from rain, snow melt, or irrigation that flows over the land surface.

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