This document describes the design and construction of a rain garden/bioretention cell project. The project involved excavating an area to create a rain garden that would retain and slowly filter stormwater runoff. Key steps included installing sediment controls, grading the site, adding an underdrain system and layers of aggregate and amended soil, and planting vegetation. Photos show the project's construction progress and performance after large rain events.
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Oakland City Rain Garden
1. Rain Garden/Bioretention Cell
LOW POINT IN A
SMALL WATERSHED
AREA - .37 ACRES
LITTLE IMPERVIOUS
SURFACE IN
WATERSHED
POORLY DRAINED
EXISTING CATCH
BASIN
BEFORE
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2. Rain Garden/Bioretention Cell
FOREBAY OF RIVER
STONE TO PREVENT
SEDIMENTATION
GRADE REQUIRED
BOULDERS TO
SHORE UP SLOPE
DESIGN
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3. Rain Garden/Bioretention Cell
DESIGNED TO
RETAIN AND SLOWLY
FILTER WATER
DESIGNED TO
ABSORB THE FIRST
FLUSH (1.2) OF ALL
STORM EVENTS
DESIGN
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4. Rain Garden/Bioretention Cell
TYPICAL CONSTRUCTION SEQUENCE
1. Install sediment control devices as shown on the plans.
2. Grade site to elevations shown on plan. Construct curb openings, and/or
remove and replace existing concrete as specified on the plan. Measures
should be taken to prohibit drainage from entering construction area. At the
end of each workday, all excavations shall be protected by
construction safety fencing or temporary backfill as needed.
3. Stabilize grading within Limit of Disturbance except for Bioretention Area
itself.
4. Excavate bioretention area to proposed invert depth and scarify the existing
soil surfaces, taking care not to compact existing grade.
5. Install underdrain system and observation wells, if specified
6. Backfill with planting soil as shown in the plans and detailed in the
specifications, leaving space for the upper layer of mulch. (Overfilling is
recommended to account for settlement.)
7. Presoak the soil prior to planting, to allow for settlement.
8. Plant vegetation specified in the planting plan for Bioretention Area.
9. Mulch and install erosion protection at entrance points.
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8. Rain Garden/Bioretention Cell
Step 4
RIVER STONE FOREBAY
IS IN PLACE, DRAIN
LINES ARE INSTALLED.
FIRST AGGREGATE
LAYER IS BEING
INSTALLED
NOTE: THERE IS NO
STORAGE LAYER IN THIS
DESIGN.
IN PROGRESS
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9. Rain Garden/Bioretention Cell
Step 5
CHOKER LAYER OF
AGGREGATE IS BEING
SPREAD. NOTICE THE
CARE TO KEEP
SEDIMENT OFF OF THE
AGGREGATE.
IN PROGRESS
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