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Village of Wilmette, Illinois March 13, 2018 Separate Storm Sewer System Study – Questions/Answers 1
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Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

May 08, 2018

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Page 1: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Village of Wilmette, Illinois

March 13, 2018

Separate Storm SewerSystem Study –Questions/Answers

1

Page 2: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure

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Page 3: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Role of Green Infrastructure

• Green Stormwater Infrastructure (GSI) can reduce volume and peak rate of runoff

• Volume reduction depends on capacity of soil to infiltrate stormwater

• Peak reduction depends on storage capacity of installed systems

• GSI is most effective for smaller, frequent rain events

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Flow

Time

Page 4: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Role of Green Infrastructure

Rain Garden Analysis (CBBEL, 2015)• 10’x 20’ rain gardens• Every residential property in

west Wilmette• Result: 0.2 foot (2.4 inch)

reduction in flood levels for 10-year event

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Source: Clear Choices Clean Water

Page 5: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Permeable Pavement

• Permeable pavement absorbs initial rainfall and provides subsurface storage

• One block of residential street can provide about 0.12 acre-feet (38,500 gallons) of storage

• Resiliency and useful life of full width permeable pavements is undetermined

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Page 6: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Permeable Pavement

• 60% of streets impacted by Sewer Expansion Option could potentially be restored as permeable pavement

• Full implementation would provide less than 10% of the storage needed for the 10-year storm event and achieve a maximum 6-inch reduction in flood levels.

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Source: Brad Putnam, Ph.D., SC Waterways, Clemson University

Page 7: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Permeable Pavement

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Estimated Reduction in Sewer Cost:Less than $5 million

Page 8: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Parkway Bioswales

• Bioswales detain tributary runoff and reduce peak rates of runoff

• Potential for Volume reduction depends on soils

• Siting constrained by driveways, trees, utilities

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Page 9: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Parkway Bioswales

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Example of Siting Constraints

Page 10: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Parkway Bioswales

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Example of Siting Constraints

Estimated Parkway Bioswale Cost: $35,000 - $50,000 per block

Page 11: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Green Infrastructure Options –Summary

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• Green stormwater infrastructure can compliment, but not replace traditional improvements for protection against intense storm events

• Widespread implementation requires careful evaluation of siting constraints, maintenance requirements, durability, and public acceptance

• Investment of an additional 5% could support significant green stormwater infrastructure elements in west Wilmette project

Page 12: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Hybrid Phasing Variations

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Page 13: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Existing Option: Sewer Expansion Plus Neighborhood Storage

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$23 Million

$15 Million

$10 Million

$10 Million

$19 Million

Estimated Total Project Costs (2017 dollars)

$70 Million - $80 million

Page 14: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Hybrid Option Variations

Hybrid Variation Description EstimatedCost

(million)Neighborhood Storage plus Sewer Expansion

All three neighborhood storage projects followed by conveyance elements to deliver 10-year protection

$85 - $100

Neighborhood Storage plus Full Sewer Expansion

All three neighborhood storage projects followed by phased implementation of full conveyance project to provide 25-50 year protection per CBBEL

$120 - $135

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Page 15: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Neighborhood Storage plus Sewer Expansion: 10-year Protection

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$21 Million

$6 Million

$14 Million$15 Million

$19 Million

Estimated Total Project Costs (2017 dollars)

$85 Million - $100 Million

$9 Million

$9 Million

Page 16: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Phasing Analysis Results16

Page 17: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Neighborhood Storage plus Full Sewer Expansion: 25-year Protection

• Phased implementation of Neighborhood Storage Option

• Followed by phased implementation of Full Sewer Expansion Option

• Short-term benefits of storage plus future benefits of conveyance

• Total cost: $120 - $135 million (less than sum of options due to overlap in some areas)

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+

Page 18: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Phasing Analysis Results18

Page 19: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

$-

$100

$200

$300

$400

$500

$600

$700

$800

$900

$1,000

$1,100

2019 2021 2023 2025 2027 2029 2031 2033 2035 2037 2039 2041

+$730

Potential Sewer Rate Increases Tied to Debt Issuance for Neighborhood Storage & Sewer Expansion – Phased Over Time

Total construction cost with inflation is approximately $190M constructed over a period of 30 years

+$300Neighborhood Storage

Sewer Expansion with Neighborhood Storage

• Assumes construction inflation of 3%/year and borrowing interest rate of 4.5%, 30-year level debt

• Debt payments conclude in 2076• For every $1m of debt issued, a 1% increase in the interest rate = $230k in additional cost

Page 20: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Other Questions

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Page 21: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

How will the three options impact the Park District?

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• Option 1: Sewer Expansion• Easement required for installation of 10-ft x 7-ft box culvert

along the south end of the Wilmette Golf Course• Option 2: Sewer Expansion plus

Neighborhood Storage• Same as Option 1 plus easement required for 10 acre-foot

storage reservoir in Thornwood Park• Option 3: Neighborhood Storage

• Easements required for:• 10 acre-foot storage reservoir under Thornwood Park• 10 acre-foot storage reservoir under Hibbard Park• 12 acre-foot storage reservoir under Centennial Park

Page 22: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Can the Centennial Park Storage Reservoir be moved?

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Storage Facility Parameters

Storage Area: 12 ac-ft

Footprint: 75,000 ft2

Average Ground Elev: + 634

Page 23: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Community Playfield Option23

Community Play Field Storage Facility Parameters

Storage Area: 12 ac-ft

Footprint: 75,000 ft2

Average Ground Elev: + 623

Page 24: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Storage Site Comparison

Centennial Park• Adequate Area• Constrained Site• Proximity to Prairie• Access from ROW• Ground Elev. ~634

Community Playfield• Adequate Area• Flexible Site• Recreational Area• Access Easement Req’d• Ground Elev. ~623

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Playfield site provides greater flexibility and will require less excavation.

Page 25: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Why are buy-outs of vulnerable structures not reasonable?

Buyouts do:• Reduce local damages• Create open space

Buyouts do not:• Reduce flood levels

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Page 26: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Water seeks its own level26

• Wilmette storm sewer system is interconnected• Buyouts in one area will not significantly reduce flooding

in other areas• Centralized storage in public open space is more cost

effective than distributed storage on purchased sites

Page 27: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

What is the value of coordinated infrastructure improvements?

• Coordinated utility replacement can save 5%-15%• Areas of savings:

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Typical Utility Cross Section

• Mobilization • Excavation/Backfill• Pavement Restoration • Utility Relocation

Storm SewerWater Main

Sanitary Sewer

Page 28: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

What is the value of coordinated infrastructure improvements?

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Improvement OptionNew Storm

Sewer(feet)

Water Main Replacement

(feet)

SanitarySewer

Replacement (feet)

Sewer Expansion 44,000 12,900 11,700

Neighborhood Storage plus Sewer Expansion

29,000 8,400 7,600

Neighborhood Storage 17,500 6,800 100

Cost estimates developed for improvement options include allowances for significant coordination of infrastructure improvements.

Page 29: Separate Storm Sewer System Study – Questions/Answers · Parkway Bioswales • Bioswales detain tributary runoff and reduce peak rates of runoff • Potential for Volume reduction

Village of Wilmette, Illinois

March 13, 2018

Separate Storm SewerSystem Study –Questions/Answers

1