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Noblesville Central Storage Case Study
- 1. City of Noblesville LTCP – Phase 3: A
Case Study of CSO Storage Facilities
CHA Consulting | November 21, 2013
- 2. Today’s Presentation
•Background
– City of Noblesville
– Long-Term Control Plan
– Preliminary Design
•Detailed Design/Design Challenges
– Storage Tank
– Conveyance Sewer
•Construction Implementation
- 8. Phase 3: Preliminary
Design
•SWMM Modeling
– Determine overflow rates – size
relief sewers
– Determine overflow volumes –
size storage facilities
•Focus on Worst Regions First
– East Relief Sewer
– Central Relief Sewer
•Central Storage Facility
•Modeled Proposed Facilities
- 9. Phase 3, Division 2:
Preliminary Design
•2.2 MG Underground Storage
– 1.2 MG Storage Tank (sized for 1-
YR, 1-HR Storm)
– 1.0 MG Storage Tank (sized for
10-YR, 1-HR Storm
•Dual Submersible 5 MGD
Dewatering Pumps
– Controlled by VFDs integrated
into Plant SCADA
– Dewatering to WWTP Headworks
•Cleaning via nine (9) hydraulically
operated flushing gates.