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Rain Garden Site Selection
(Rooftop and Driveway/ Parking Lot)
Stormwater      101
                                    Walk the Property

Identify the following…
• Rooftop gutters and downspouts (if any)
   – Do they discharge above ground?
   – Are they directly connected to the road?
   – Are they directly connected to the underground storm sewer
• Existing stormwater infrastructure
   – Curb/gutter for the parking lot or driveway
   – Catch basins and storm sewers
       • Look into the catch basins
       • What is the direction of pipe flow?
   – Open channel conveyance swales/ditches
   – Detention basins
• Topography – flat vs. sloped
• Type of existing vegetation (if any)
Stormwater       101
                          Walk the Property
Determine the various pathways of the stormwater runoff on
  the property

• Which of the pathways are ―impervious pathways?‖
• Where does the water ultimately go?
   – Nearby stream or lake
   – A detention basin before a stream or lake
• Other signs that identify the pathways
   – Erosion
   – Patches of dead grass
   – Areas of sedimentation

Ultimate Goal: You need to determine a good place to
   “disconnect” the impervious pathway
Stormwater 101
Stormwater 101
Make Observations During Storms
Stormwater 101
                           Rain Garden Placement

• The rain garden should be at least 10 feet from the house so
  infiltrating water doesn’t seep into the foundation.
• Ensure adequate square footage (100 – 300 s.f.).
• Do not place the rain garden within 25 feet of a septic system.
• Do not put rain garden in places where the water already ponds
  or the lawn is always soggy.
• Avoid seasonably-high water tables within two feet of the rain
  garden depth. (e.g. 2 ½’ if rain garden is 6‖ deep)
• Select a flat part of the yard for easier digging as a first option.
• Avoid large tree roots.



                                       http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
Stormwater 101
Determine Existing Utility Lines




             http://www.nj1-call.org
Stormwater             101
                              Rooftop Scenario


• Easiest scenario for estimating the drainage area

• Calculate the volume of water that discharges to the
  downspout

• If no gutters, follow the drip line with a ditch that conveys
  water into the rain garden

What if the gutters connect directly to the storm sewer system
  underground?
Stormwater 101
Placement Options - Rooftop




          http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
Stormwater 101
     Placement Options - Rooftop
Surface Area = Length x Width



          Drainage
            Area


                   Length
  Width



      Hockman Farm, Winchester, Virginia
Stormwater 101
Placement Options - Rooftop
  Drainage Area
Stormwater 101
Placement Options - Rooftop
Stormwater                  101
                                   Rooftop Scenario

• Try to disconnect the downspouts before they enter the
  underground pipes
• Divert the water to an above ground rain garden using PVC
  pipe and fittings and/or corrugated plastic pipe
• If you cannot disconnect at the downspout try ―day-lighting‖ (if
  the underground pipe if it is near the surface of the lawn)
   – Only attempt this if you are able to design the rain garden for the entire
     drainage area
   – Be careful of more than one downspout connecting to the same
     underground pipe
Road, Driveway, or
                               Stormwater                 101
               Parking Lot Scenario
With no curb




                            Photo Credit: Rusty Schmidt
Road, Driveway, or
                                          Stormwater      101
                          Parking Lot Scenario
With a curb (curb cut needed)




                                        Photo Credit:
                                      Barr Engineering,
                                      Minneapolis, MN
Road, Driveway, or
                                                  Stormwater                    101
                                  Parking Lot Scenario
• Estimating the drainage area can be difficult
• Surveying equipment is helpful
• What can you do?
   – Obtain site plans and/or speak with the building manager
   – Use the ―get wet‖ method—go out in the rain.
• Consider…
   – Parking lots and driveways are often pitched to convey water to one side or
     both sides
     (look for a slight ridge in the center)
   – Sediment deposits along curbs are evidence of flow direction
   – If there is not curb, dead grass patches and erosion are evidence of where the
     water leaves the asphalt

   But even if you can accurately estimate the drainage area, you might not be
     able to handle such a large rain garden project
Road, Driveway, or
                                             Stormwater            101
                             Parking Lot Scenario
How to Handle a Curb Cut
• The goal is to divert the water into a rain garden before it
  enters the catch basin

• Make use of the existing infrastructure in the case of
  overflow (above 1.25 inches of rain)
   – The rain garden berm must not be lower then the elevation
     of the parking lot asphalt
   – Reinforce the berm by making it wider/taller, if necessary.
     Or use a retaining wall.

   Curb cut at RCE of Monmouth County/ Agriculture Building
Road, Driveway, or
                Stormwater      101
Parking Lot Scenario




                     Rushmore St,
                     Burnsville, MN




RWG Full =
Off line

                    System
                    Overflow
Stormwater         101
                         Diverting the Pathway

• You are changing the direction of flow

• Rain gardens are designed for 1.25 inches of rain

• Determine where the overflow would go for a storm
  larger than 1.25 inches
  – Would diverting the water into a rain garden create more of a
    problem for overflow?
  – Take note of the down-slope infrastructure—can it handle
    the overflow in the event of a storm greater than 1.25
    inches?
Stormwater 101
                      Size of the Rain Garden

• The size of the rain garden is a function of volume of
  runoff to be treated and recharged.

• Typically, a rain garden is sized to handle New
  Jersey’s Water Quality Design Storm: 1.25 inches of
  rain over two hours.

• A typical residential rain garden ranges from 100 to
  300 square feet.
Stormwater 101
                        Depth of the Rain Garden

• Between four and eight inches deep is ideal

• Depth depends upon lawn slope

  – If the slope is less than 4%, it is easiest to build a 3 to 5-inch
    deep rain garden.

  – If the slope is between 5 and 7%, it is easiest to build one 6
    to 7 inches deep.

  – If the slope is between 8 and 12%, it is easiest to build one
    about 8 inches deep.


                                       http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
Rain Garden SizingStormwater 101
                                    Table
           for NJ’s Water Quality Design Storm

            Rain Garden Sizing Table
 Based on New Jersey’s Water Quality Design Storm
Drainage   Size of 3”     Size of 6”     Size of 8”
  Area       Deep           Deep           Deep
          Rain Garden Rain Garden Rain Garden
 500 ft2      200 ft2       100 ft2        75 ft2
 750 ft2      300 ft2       150 ft2       112 ft2
1000 ft2      400 ft2       200 ft2       149 ft2
1500 ft2      600 ft2       300 ft2       224 ft2
2000 ft2      800 ft2       400 ft2       299 ft2
Stormwater 101
Keep Your Rain Garden Level
Stormwater 101
          Find the Slope of the Lawn




Height x 100 = % Slope
Width
Stormwater 101
Digging Your Garden (3-8% Slope)




             http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
Stormwater 101
Digging Your Garden (>8% Slope)




            http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
Stormwater 101
                     Percolation Test




                                  4th
                                  3rd
                                  2nd Hour
                                  1st Hour
                       Ruler




Water should be completely drained within 24 hours.
      Ideal percolation rate ~ 1.5 inches/ hour
Stormwater 101
                                24 Hour Method


• Perform your percolation test
   – 1.5 inches/hour is ideal (sandy/sandy loam)


• If water percolates completely within 24 hours…
   – Still acceptable but decreasing the depth is advised


• If water does not percolate completely within 24 hours…
   – Determine the 24-hour rate
   – Use it as your maximum depth
Stormwater 101
                                                   Soil Test
• Sample the soil and send to the Rutgers Soil
  Testing Lab for:
    • Nutrient analysis/ recommendations
                                                   $15
    • pH analysis/ recommendations                         $75
    • Percent sand/ silt/ clay or textural class


• Optimal sand content for a rain garden is 70%


• Soil Texture Test
 Roll soil into a ball in hand and see how it forms
    • Hard ball – Clay/Silt soil
    • Soft ball – Loamy soil
                                                                  Gloucester County 4-H Fairgrounds
    • No ball – Sandy soil

                                                           But, don’t worry – clay/silt and
                                                         sandy soils can be amended to get
                                                          the preferred loamy soil texture

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Rain Garden Site Selection

  • 1. Rain Garden Site Selection (Rooftop and Driveway/ Parking Lot)
  • 2. Stormwater 101 Walk the Property Identify the following… • Rooftop gutters and downspouts (if any) – Do they discharge above ground? – Are they directly connected to the road? – Are they directly connected to the underground storm sewer • Existing stormwater infrastructure – Curb/gutter for the parking lot or driveway – Catch basins and storm sewers • Look into the catch basins • What is the direction of pipe flow? – Open channel conveyance swales/ditches – Detention basins • Topography – flat vs. sloped • Type of existing vegetation (if any)
  • 3. Stormwater 101 Walk the Property Determine the various pathways of the stormwater runoff on the property • Which of the pathways are ―impervious pathways?‖ • Where does the water ultimately go? – Nearby stream or lake – A detention basin before a stream or lake • Other signs that identify the pathways – Erosion – Patches of dead grass – Areas of sedimentation Ultimate Goal: You need to determine a good place to “disconnect” the impervious pathway
  • 6. Stormwater 101 Rain Garden Placement • The rain garden should be at least 10 feet from the house so infiltrating water doesn’t seep into the foundation. • Ensure adequate square footage (100 – 300 s.f.). • Do not place the rain garden within 25 feet of a septic system. • Do not put rain garden in places where the water already ponds or the lawn is always soggy. • Avoid seasonably-high water tables within two feet of the rain garden depth. (e.g. 2 ½’ if rain garden is 6‖ deep) • Select a flat part of the yard for easier digging as a first option. • Avoid large tree roots. http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
  • 7. Stormwater 101 Determine Existing Utility Lines http://www.nj1-call.org
  • 8. Stormwater 101 Rooftop Scenario • Easiest scenario for estimating the drainage area • Calculate the volume of water that discharges to the downspout • If no gutters, follow the drip line with a ditch that conveys water into the rain garden What if the gutters connect directly to the storm sewer system underground?
  • 9. Stormwater 101 Placement Options - Rooftop http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
  • 10. Stormwater 101 Placement Options - Rooftop Surface Area = Length x Width Drainage Area Length Width Hockman Farm, Winchester, Virginia
  • 11. Stormwater 101 Placement Options - Rooftop Drainage Area
  • 13. Stormwater 101 Rooftop Scenario • Try to disconnect the downspouts before they enter the underground pipes • Divert the water to an above ground rain garden using PVC pipe and fittings and/or corrugated plastic pipe • If you cannot disconnect at the downspout try ―day-lighting‖ (if the underground pipe if it is near the surface of the lawn) – Only attempt this if you are able to design the rain garden for the entire drainage area – Be careful of more than one downspout connecting to the same underground pipe
  • 14. Road, Driveway, or Stormwater 101 Parking Lot Scenario With no curb Photo Credit: Rusty Schmidt
  • 15. Road, Driveway, or Stormwater 101 Parking Lot Scenario With a curb (curb cut needed) Photo Credit: Barr Engineering, Minneapolis, MN
  • 16. Road, Driveway, or Stormwater 101 Parking Lot Scenario • Estimating the drainage area can be difficult • Surveying equipment is helpful • What can you do? – Obtain site plans and/or speak with the building manager – Use the ―get wet‖ method—go out in the rain. • Consider… – Parking lots and driveways are often pitched to convey water to one side or both sides (look for a slight ridge in the center) – Sediment deposits along curbs are evidence of flow direction – If there is not curb, dead grass patches and erosion are evidence of where the water leaves the asphalt But even if you can accurately estimate the drainage area, you might not be able to handle such a large rain garden project
  • 17. Road, Driveway, or Stormwater 101 Parking Lot Scenario How to Handle a Curb Cut • The goal is to divert the water into a rain garden before it enters the catch basin • Make use of the existing infrastructure in the case of overflow (above 1.25 inches of rain) – The rain garden berm must not be lower then the elevation of the parking lot asphalt – Reinforce the berm by making it wider/taller, if necessary. Or use a retaining wall. Curb cut at RCE of Monmouth County/ Agriculture Building
  • 18. Road, Driveway, or Stormwater 101 Parking Lot Scenario Rushmore St, Burnsville, MN RWG Full = Off line System Overflow
  • 19. Stormwater 101 Diverting the Pathway • You are changing the direction of flow • Rain gardens are designed for 1.25 inches of rain • Determine where the overflow would go for a storm larger than 1.25 inches – Would diverting the water into a rain garden create more of a problem for overflow? – Take note of the down-slope infrastructure—can it handle the overflow in the event of a storm greater than 1.25 inches?
  • 20. Stormwater 101 Size of the Rain Garden • The size of the rain garden is a function of volume of runoff to be treated and recharged. • Typically, a rain garden is sized to handle New Jersey’s Water Quality Design Storm: 1.25 inches of rain over two hours. • A typical residential rain garden ranges from 100 to 300 square feet.
  • 21. Stormwater 101 Depth of the Rain Garden • Between four and eight inches deep is ideal • Depth depends upon lawn slope – If the slope is less than 4%, it is easiest to build a 3 to 5-inch deep rain garden. – If the slope is between 5 and 7%, it is easiest to build one 6 to 7 inches deep. – If the slope is between 8 and 12%, it is easiest to build one about 8 inches deep. http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
  • 22. Rain Garden SizingStormwater 101 Table for NJ’s Water Quality Design Storm Rain Garden Sizing Table Based on New Jersey’s Water Quality Design Storm Drainage Size of 3” Size of 6” Size of 8” Area Deep Deep Deep Rain Garden Rain Garden Rain Garden 500 ft2 200 ft2 100 ft2 75 ft2 750 ft2 300 ft2 150 ft2 112 ft2 1000 ft2 400 ft2 200 ft2 149 ft2 1500 ft2 600 ft2 300 ft2 224 ft2 2000 ft2 800 ft2 400 ft2 299 ft2
  • 23. Stormwater 101 Keep Your Rain Garden Level
  • 24. Stormwater 101 Find the Slope of the Lawn Height x 100 = % Slope Width
  • 25. Stormwater 101 Digging Your Garden (3-8% Slope) http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
  • 26. Stormwater 101 Digging Your Garden (>8% Slope) http://clean-water.uwex.edu/pubs/raingarden/rgmanual.pdf
  • 27. Stormwater 101 Percolation Test 4th 3rd 2nd Hour 1st Hour Ruler Water should be completely drained within 24 hours. Ideal percolation rate ~ 1.5 inches/ hour
  • 28. Stormwater 101 24 Hour Method • Perform your percolation test – 1.5 inches/hour is ideal (sandy/sandy loam) • If water percolates completely within 24 hours… – Still acceptable but decreasing the depth is advised • If water does not percolate completely within 24 hours… – Determine the 24-hour rate – Use it as your maximum depth
  • 29. Stormwater 101 Soil Test • Sample the soil and send to the Rutgers Soil Testing Lab for: • Nutrient analysis/ recommendations $15 • pH analysis/ recommendations $75 • Percent sand/ silt/ clay or textural class • Optimal sand content for a rain garden is 70% • Soil Texture Test Roll soil into a ball in hand and see how it forms • Hard ball – Clay/Silt soil • Soft ball – Loamy soil Gloucester County 4-H Fairgrounds • No ball – Sandy soil But, don’t worry – clay/silt and sandy soils can be amended to get the preferred loamy soil texture