constructed wetland - purdue universityconstructed wetland among other best management practices....

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` CAPSTONE EXPERIENCE 2015 Constructed Wetland Gavin Downs (ENRE), Christopher Tito (ENRE) Sponsor: Lore Gibson Laura Bowling, Ph.D. Technical Advisor: Sara McMillan, Ph.D., PE Keith Cherkauer, Ph.D. Instructors: Bernard Engel, Ph.D., PE Robert Stwalley, Ph.D., PE Acknowledgements: We would like to thank Lore Gibson and the members of the Grace United Methodist Church board, Bill Fielding and Bob Watson, for being so accommodating while we were working in the Parsonage yard. Also, we would like to thank them for their input in the design process. A special thanks to Laura Esman and Dr. Reuben Goforth for their help in planning the biological components of the wetland and WREC’s Sara Peel for her advice on writing our proposal. Finally, we would like to acknowledge the Blue Thumb Planting Guide for Clean Water for wetland plant recommendations. Design Assumptions: Wetland 2-year, 24 hour design storm event ~3 acre watershed 10-12in depth to water table Water quality focus Outlet culvert 10-year, 24 hour design storm event ~3 acre watershed Flashboard riser 2-year, 24 hour design storm event ~3 acre watershed Peak flow of 2.55 cfs Budget: Timeline For Completion: Societal Impacts/Sustainability: WREC Cost Share Program Funds improvements to storm runoff management in the community Covers up to 75% of costs Educational tool for local middle school Boy scout project cooperation Responsibly maintain water quality into the Wabash River for future generations Item Estimate Excavation $4800 ($100/hr @ 48 hrs) Vegetation $3500 (~1 plant/sq ft @ $2.50/plant) Outlet (Weir & Subsurface Drainage) $1750 Shed/Tree Removal $3750 Misc. (e.g., wildlife, signage, fencing) $3400 Total $17,200 Vegetation Wetland will be planted in a “clump pattern” to allow for: ease of maintenance locating different plant species Courtesy of Briggs MFG, Inc. Outlet Flow Flashboard riser Adjustable spillway height Dissipates energy Controls overflow Overflow channel Avoids subsurface excavation Less expensive Culvert at accessible road Wetland Manages storm water Provides ecological services Decreases mosquito population Improves water quality Restores natural habitat Controls honeysuckle population Prevents erosion Aesthetic improvement Figure 7. Site after a storm event. Figure 8. Flashboard riser. Figure 9. “Clump pattern” for wetland vegetation with corresponding plant species. Species 1-3 are facultative, species 4-6 are obligate. Section 7 is the permanent pool. ` Objective/Background: Grace United Methodist Church in Lafayette, Indiana, has a plot of poorly drained land that ponds during storm events and attracts mosquitoes. The objective of this project is to manage runoff water, provide ecological services, and serve as an educational tool for the community. This will be accomplished through a constructed wetland among other best management practices. The project may qualify for up to 75% funding through the Wabash River Enhancement Corporation (WREC), and the final proposal was submitted in April of 2015. Figure 2. Wetlands Site. Figure 1. Grace Methodist Project Scope. Figure 3. Aerial view of wetland site. Figure 4. Profile views of wetland corresponding to Figure 3. Site Models: Figure 5. Contour of site before design. Figure 6. Contour of site after design. Legend Wetland Rain Garden Parking Lot Reconfigure Runoff Management Constraints: Available area WREC Application deadline Fundable solutions Project completion within 1 year of submission Grace United Methodist Church Budget Man hours Volunteer availability Fall Spring 1st Half 2nd Half 1st Half 2nd Half Surveying/Watershed Delineation X X Storm Water Calculations X X X Outlet and Wetland Sizing X X X Vegetation Selection X WREC Proposal X X Alternative Solutions: Versus wetland Tiling Grassed waterway Rain garden Versus outlet culvert Dry well Grassed waterway Versus flashboard riser Underground piping Box drain West East South North Existing Design 0 100 50 35 70 100 60 60 0 80 0 80 0 70 0 70 0 60 0 60 0 100 97 101 94 97 97 100 101 94 101 97 100 97 101 96 1 2 3 4 5 6 Bloodroot Marsh Milkweed Wild Ginger Long-Beaked Sedge Jack-in-the-Pulpit Sensitive Fern 0 Design Solution: Design Components:

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Page 1: Constructed Wetland - Purdue Universityconstructed wetland among other best management practices. The project may qualify for up to 75% funding through the Wabash River Enhancement

`

CAPSTONE EXPERIENCE 2015

Constructed WetlandGavin Downs (ENRE), Christopher Tito (ENRE)

Sponsor: Lore GibsonLaura Bowling, Ph.D.

Technical Advisor:Sara McMillan, Ph.D., PEKeith Cherkauer, Ph.D.

Instructors:Bernard Engel, Ph.D., PERobert Stwalley, Ph.D., PE

Acknowledgements:We would like to thank Lore Gibson and the members of the Grace United Methodist Church board, Bill Fielding and Bob Watson, for being so accommodating while we were working in the Parsonage yard. Also, we would like to thank them for their input in the design process. A special thanks to Laura Esman and Dr. Reuben Goforth for their help in planning the biological components of the wetland and WREC’s Sara Peel for her advice on writing our proposal. Finally, we would like to acknowledge the Blue Thumb Planting Guide for Clean Water for wetland plant recommendations.

Design Assumptions:● Wetland○ 2-year, 24 hour design storm event○ ~3 acre watershed○ 10-12in depth to water table○ Water quality focus

● Outlet culvert○ 10-year, 24 hour design storm event○ ~3 acre watershed

● Flashboard riser○ 2-year, 24 hour design storm event○ ~3 acre watershed○ Peak flow of 2.55 cfs

Budget:

Timeline For Completion:

Societal Impacts/Sustainability:● WREC Cost Share Program○ Funds improvements to storm runoff management in the community○ Covers up to 75% of costs

● Educational tool for local middle school● Boy scout project cooperation● Responsibly maintain water quality into the Wabash River for future

generations

Item Estimate

Excavation $4800 ($100/hr @ 48 hrs)

Vegetation $3500 (~1 plant/sq ft @ $2.50/plant)

Outlet (Weir & Subsurface Drainage) $1750

Shed/Tree Removal $3750

Misc. (e.g., wildlife, signage, fencing) $3400

Total $17,200

Vegetation● Wetland will be planted in a

“clump pattern” to allow for:○ ease of maintenance○ locating different plant

species

Courtesy of Briggs MFG, Inc.

Outlet Flow● Flashboard riser ○ Adjustable spillway height○ Dissipates energy ○ Controls overflow

● Overflow channel○ Avoids subsurface

excavation○ Less expensive

● Culvert at accessible road

Wetland● Manages storm water ● Provides ecological services○ Decreases mosquito

population○ Improves water quality○ Restores natural habitat○ Controls honeysuckle

population● Prevents erosion● Aesthetic improvement

Figure 7. Site after a storm event.

Figure 8. Flashboard riser.

Figure 9. “Clump pattern” for wetland vegetation with corresponding plant species. Species 1-3 are facultative, species 4-6 are obligate. Section 7 is the permanent pool.

`

Objective/Background:Grace United Methodist Church in Lafayette, Indiana, has a plot of poorly drained land that ponds during storm events and attracts mosquitoes. The objective of this project is to manage runoff water, provide ecological services, and serve as an educational tool for the community. This will be accomplished through a constructed wetland among other best management practices. The project may qualify for up to 75% funding through the Wabash River Enhancement Corporation (WREC), and the final proposal was submitted in April of 2015.

Figure 2. Wetlands Site.Figure 1. Grace Methodist Project Scope.

Figure 3. Aerial view of wetland site. Figure 4. Profile views of wetland corresponding to Figure 3.

Site Models:

Figure 5. Contour of site before design.

Figure 6. Contour of site after design.

LegendWetland

Rain Garden

Parking Lot Reconfigure

Runoff Management

Constraints:● Available area● WREC○ Application deadline○ Fundable solutions○ Project completion within 1 year of

submission● Grace United Methodist Church○ Budget○ Man hours○ Volunteer availability

Fall Spring1st Half 2nd Half 1st Half 2nd Half

Surveying/Watershed Delineation

X X

Storm Water Calculations

X X X

Outlet and Wetland Sizing

X X X

Vegetation Selection X

WREC Proposal X X

Alternative Solutions:● Versus wetland○ Tiling ○ Grassed waterway○ Rain garden

● Versus outlet culvert○ Dry well○ Grassed waterway

● Versus flashboard riser○ Underground piping ○ Box drain

West

East

South North

Existing Design0 10050

35

70

100

60 600

800 800

700 700

600 600

100

97

101

94

97

97

100 101

94

101

97

100

97

101

96

1 2 3 4

5 6Bloodroot Marsh Milkweed Wild Ginger Long-Beaked Sedge

Jack-in-the-Pulpit Sensitive Fern

0

Design Solution:

Design Components: