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The bioreactor was designed by ISU Extension and
installed by Schlietz Construction and Ernie Goebel
With funding from the:
Iowa Watershed Improvement Review Board
Nitrate in
tile-drainage
Denitrifying
bioreactor
with by-pass flow
Reduced nitrate
loading to
surface waters
nitrate
+
organic fill
bacteria nitrogen
gas
Tile-drained field
The site for the
Denitrifying Bioreactor
was chosen because it
was in an out-of-the-
way area beside a
grassed waterway
along Clear Creek Rd.
Tile location --
outlets under
the road
Starting the carbon biomass (woodchip) bed. This will
be a 15’ wide, 100’ long, and about 3.5’ to 4’ deep
with a 1.25 % grade from the inlet to the outlet.
Bypass tile line --
Due to location
of existing tile a
non-perforated
bypass
line was placed
within the
bioreactor.
Inlet control structure with two sets of baffles.
To Bioreactor inlet tile
Water from
drainage
tile
Bypass
Leave 1.5 to 2 ft at bottom Remove all baffles
Outlet structure
plumbed with a
perforated tile at
lower end of
bioreactor.
Water will exit the
bioreactor through
perforated tile.
Outlet control structure to allow water
samples to be taken and, if desired, reduce
the rate of flow from bioreactor.
Outlet From bioreactor
Non-perforated by-pass line tied in below outlet structure.
Outlet control
structure used to
allow water samples
to be collected or
to slow the rate of
flow out of
bioreactor.
Biomass ‘bed’ was filled
using a skid loader and
spread with backhoe to
prevent wheel traffic
and compaction on the
wood chips.
Inlet perforated tile–
where water will
enter evenly across
the bioreactor.
Inlet control structure – Tile water allowed
to freely flow from drainage tile into
bioreactor. Internal baffles used to
create 1.5’ to 2’ head pressure before
releasing into bypass non-perforated tile.
Permeable geotextile fabric used to
keep soil from leaching down into the
wood chips and slowing the system.
Outlet
Inlet
Soil placed
back over
wood chips with
care not to put
too much
wheel traffic on
chip bed.
Bioreactor mounded to reduce chances of
washout. Waterway will be shaped and
reseeded. The goal is to have 1 to 1.5 Ft of
soil covering wood chips.

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North Fork Maquoketa Denitrifying Bioreactor Installation

  • 1. The bioreactor was designed by ISU Extension and installed by Schlietz Construction and Ernie Goebel With funding from the: Iowa Watershed Improvement Review Board
  • 2. Nitrate in tile-drainage Denitrifying bioreactor with by-pass flow Reduced nitrate loading to surface waters nitrate + organic fill bacteria nitrogen gas Tile-drained field
  • 3.
  • 4. The site for the Denitrifying Bioreactor was chosen because it was in an out-of-the- way area beside a grassed waterway along Clear Creek Rd. Tile location -- outlets under the road
  • 5. Starting the carbon biomass (woodchip) bed. This will be a 15’ wide, 100’ long, and about 3.5’ to 4’ deep with a 1.25 % grade from the inlet to the outlet.
  • 6. Bypass tile line -- Due to location of existing tile a non-perforated bypass line was placed within the bioreactor.
  • 7. Inlet control structure with two sets of baffles. To Bioreactor inlet tile Water from drainage tile Bypass Leave 1.5 to 2 ft at bottom Remove all baffles
  • 8. Outlet structure plumbed with a perforated tile at lower end of bioreactor. Water will exit the bioreactor through perforated tile.
  • 9. Outlet control structure to allow water samples to be taken and, if desired, reduce the rate of flow from bioreactor. Outlet From bioreactor
  • 10. Non-perforated by-pass line tied in below outlet structure. Outlet control structure used to allow water samples to be collected or to slow the rate of flow out of bioreactor.
  • 11. Biomass ‘bed’ was filled using a skid loader and spread with backhoe to prevent wheel traffic and compaction on the wood chips.
  • 12. Inlet perforated tile– where water will enter evenly across the bioreactor. Inlet control structure – Tile water allowed to freely flow from drainage tile into bioreactor. Internal baffles used to create 1.5’ to 2’ head pressure before releasing into bypass non-perforated tile.
  • 13. Permeable geotextile fabric used to keep soil from leaching down into the wood chips and slowing the system. Outlet Inlet
  • 14. Soil placed back over wood chips with care not to put too much wheel traffic on chip bed.
  • 15. Bioreactor mounded to reduce chances of washout. Waterway will be shaped and reseeded. The goal is to have 1 to 1.5 Ft of soil covering wood chips.