πŸ“‹ Case Study

Urban Mixed-Use Redevelopment in Austin, TX

Meeting City of Austin Watershed Protection Department (WPD) LID requirements while avoiding downstream flooding

πŸ—οΈ Project Overview

12-acre infill development with 60% impervious cover and adjacent floodplain constraints

🎯 Challenge

Meeting City of Austin Watershed Protection Department (WPD) LID requirements while avoiding downstream flooding

πŸ”§ Design Approach

Integrated bioretention cells + permeable pavers + underground detention vault with real-time level monitoring

πŸ“ Design Diagram

Urban Mixed-Use Site (Austin, TX) Bioretention Vol = 1.4 ac-ft Permeable Pavers Detention Vault Qout = 28 cfs Sensor Runoff Infiltration Overflow: 28 cfs LID Volume Reduction: 78% Meets Austin WPD LID Urban Mixed-Use Redevelopment

AI-generated project design illustration

πŸ“ Key Calculations

LID Volume Reduction

Runoff Γ— (1 βˆ’ C_LID)
Result: 78%
Met 75% WPD volume capture mandate

Bioretention Sizing

Required Volume = Q_p Γ— t_storage
Result: 1.4 ac-ft
Based on 10-year, 24-hr storm

Detention Vault Overflow Rate

Q_out = C Γ— L Γ— H^1.5
Result: 28 cfs
Below 100-year channel capacity

πŸ“Š Results

Zero post-development peak flow increase; full WPD approval in first submission; $220k construction premium offset by 12-year utility rebate

πŸ’‘ Lessons Learned

  • β€’Pre-submission coordination with WPD prevents redesign loops
  • β€’Real-time sensors validated 92% model accuracy
  • β€’Permeable paver maintenance plan reduced long-term O&M costs by 37%

βœ… Key Takeaways

  • 1Pre-submission coordination with WPD prevents redesign loops
  • 2Real-time sensors validated 92% model accuracy
  • 3Permeable paver maintenance plan reduced long-term O&M costs by 37%