the national flood insurance program - el paso county sheriff's

12
JESSICA EICHHORST SOUTHERN ILLINOIS UNIVERSITY EDWARDSVILLE SUSTAINABLE BIORETENTION MEDIA STUDY

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Page 1: The National Flood Insurance Program - El Paso County Sheriff's

JESSICA EICHHORST

SOUTHERN ILLINOIS UNIVERSITY EDWARDSVILLE

SUSTAINABLE BIORETENTION

MEDIA STUDY

Page 2: The National Flood Insurance Program - El Paso County Sheriff's

PROJECT BASIS

• Background

•Bioretention Soil is 60-75% Sand

•Source = “River” Sand

•Sand cost = $8-12/ton

•MSD Cost of Ash Disposal

• MSD Lemay WWTP incinerates biosolids, creates ash

•“Ash” = Non-hazardous

• Silica (sand), Aluminum (trace), Iron (trace)

• Particle size: relatively small % fines2

Page 3: The National Flood Insurance Program - El Paso County Sheriff's

RESEARCH OBJECTIVE

• Could Lemay ash replace river sand in bioretention

media?

•Hydraulic Conductivity?

•Export of Nutrients & Metals?

•Plant Compatibility?

•Permitting Requirements?

•Lemay Modifications?

• This Project

•Focus = Hydraulic Conductivity

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Page 4: The National Flood Insurance Program - El Paso County Sheriff's

MATRIX

Set Mixed Medium Columns

A 75% Sand 25% Compost (Control) 1-3

B 75% Bottom Ash 25% Compost 4-6

C 50% Bottom Ash 50% Compost 7-9

D 75% Bottom Ash 25% Mulch Fines 10-12

E 50% Bottom Ash 50% Mulch Fines 13-15

4

Page 5: The National Flood Insurance Program - El Paso County Sheriff's

METHODS (1 OF 3)

Column Fabrication

• PVC pipe

• window screen

• 6” pea gravel

• geotextile fabric

• 18” mixed medium

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Page 6: The National Flood Insurance Program - El Paso County Sheriff's

METHODS (2 OF 3)

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Page 7: The National Flood Insurance Program - El Paso County Sheriff's

METHODS (2 OF 3)

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Page 8: The National Flood Insurance Program - El Paso County Sheriff's

RESULTS (1 OF 3)

Test

Average k (in/hr)

A

Sand:Compost

75:25

B

Ash:Compost

75:25

C

Ash:Compost

50:50

D

Ash:Mulch

75:25

E

Ash:Mulch

50:50

1 54.91 ± 7.23 5.42 ± 0.58 6.94 ± 0.64 9.92 ± 1.53 27.74 ± 3.23

2 57.35 ± 7.23 4.55 ± 0.58 5.58 ± 0.64 6.82 ± 1.53 31.16 ± 3.23

3 51.99 ± 7.23 4.19 ± 0.58 6.23 ± 0.64 6.91 ± 1.53 31.83 ± 3.23

4 40.97 ± 7.23 4.19 ± 0.58 5.61 ± 0.64 6.87 ± 1.53 24.87 ± 3.23

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Page 9: The National Flood Insurance Program - El Paso County Sheriff's

RESULTS (2 OF 3)

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Page 10: The National Flood Insurance Program - El Paso County Sheriff's

RESULTS (3 OF 3)

Grain-size Distribution CurveAverage of Top, Middle, & Bottom 6" for Each Set

0

20

40

60

80

100

120

0.0010.010.11

Grain Diameter (in)

Pe

rce

nt

Pa

ssin

g

Set A

Set B

Set C

Set D

Set E

10

Silt & Clay

Page 11: The National Flood Insurance Program - El Paso County Sheriff's

CONCLUSION & FUTURE WORK

• Hydraulic Conductivity

• >1 in/hr (2 ft/day) met

• Conclusion: ash mix

could be acceptable

• Most Promising Mix

50% ash : 50 % mulch

• Future Research

• Plant compatibility

• Nutrient/metals export http://www.mofga.org11

Page 12: The National Flood Insurance Program - El Paso County Sheriff's

QUESTIONS

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[email protected]