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Kerry Centre - Beloit, WI
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Matthew Hahm
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Kerry Centre - Beloit, WI, Ryan Kloth Nov 2010
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Kerry Centre - Beloit, WI
1.
Kerry Centre-Beloit, WI Stormwater
Management and Floodplain Analysis Presented By: Ryan Kloth, P.E., CDT Presented At: WAFSCM Annual Conference – November 4, 2010 Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
2.
About the Speaker
• Ryan Kloth, P.E., CDT – Member of Water Resources Group at GRAEF for 5 years – Specialties include: Hydrologic and Hydraulic Analysis, Floodplain Analysis, Stormwater Design, and Best Management Design Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
3.
Discussion Summary •
Project Details – Location, Permits – Stormwater Management Aspects – Hydraulics/Floodplain Management associated with Stream Relocation Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
4.
Location, Permits
– City of Beloit, Wisconsin – 130 Acre parcel-SE corner of Interstate 43 and Interstate 90 – Construction for Proposed Conditions in two phases due to WDNR Chapter 30 permit requirements – Phase 1-Two permit packages – Phase 2-Construction package Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
5.
Location, Permits
– Package PP-1 – Paved parking areas – Building – Driveway connections to existing roadways – Stormwater Management Facilities – Floodplain Compensatory Areas Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
6.
Location, Permits
– Package PP-2 – Completion of paved parking areas – Relocation of a portion of Spring Brook Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
7.
Location, Permits
– Phase 2 – Ultimate, full build-out conditions – Potential development east of the current project consisting of additional building and paved surfaces. – 11.35 Ac. Of impervious area included with Phase 1 – Phase 2-23.60 acres Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
8.
Completed Building Copyright ©
2009 Graef-USA, Inc. All Rights Reserved.
9.
Ultimate Stormwater Conditions
Copyright © 2009 Graef-USA, Inc. All Rights Reserved.
10.
Proposed Stormwater Conditions
Copyright © 2009 Graef-USA, Inc. All Rights Reserved.
11.
Stormwater Management Aspects
– Existing Conditions-Farmland – HSG B Soils north of Spring Brook; HSG C south of Spring Brook – Spring Brook-Tributary to Turtle Creek- Bisects site NE-SW – Location of Spring Brook and associated floodplain restricted development-Spring Brook relocated Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
12.
Stormwater Management Aspects
• Design Criteria – Quantity-City of Beloit-100-Yr Post to 10-Yr Pre – Quality-TSS 80% based on Ave. Annual Rainfall compared to no management runoff controls – Infiltration-Non-res development shall infiltrate 60% of pre-development infiltration volume Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
13.
Stormwater Management Aspects
• Design Criteria – Exempt from Beloit and NR 151 infiltration requirements based on existing soils and local groundwater depth in relation to proposed basins – However, provided bio-infiltration islands consisting of engineered soils and underdrain systems within green spaces of parking areas for treatment and storage Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
14.
Stormwater Management Aspects
– Detention for Ultimate Conditions req’d a 3.6 ac-ft expansion of the wet detention basin east of the main bldgs in Phase I. – Wet detention basins-WDNR Conservation Practice 1001. – Prop. Cond-Pre-Dev-13.35 cfs/Post Dev- 8.41 cfs – Ult. Cond-Pre-Dev-28.25 cfs/Post-Dev- 14.60 cfs Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
15.
Stormwater Management Aspects
– Water Quality-Proposed Conditions- 88%TSS removal from wet-detention and bio-infiltration – During Ultimate Conditions the amount of TSS removal was 89% Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
16.
Hydraulics/Floodplain Management associated with
Stream Relocation – WDNR required hydraulic analysis to determine if elevations and velocities would increase – WDNR provided hydraulic model in 2007 – Proposed conditions hydraulic based on Kerry Centre design – Iterations performed to determine relocation cross-section-no impacts Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
17.
Hydraulics/Floodplain Management associated with
Stream Relocation – 1400’ of Spring Brook relocated – Model provided by WDNR used to develop FIRM Map for the Turtle Creek Watershed; part of the Rock County floodplain study (1982) – Model revisions based on survey data Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
18.
Hydraulics/Floodplain Management associated with
Stream Relocation – Model provided 10 and 100-year discharges; 2-year flows were not developed – 2-year flows; water surfaces required as part of Chapter 30 – 2-year was calculated using Conger (Regression Analysis) as detailed in Flood- Frequency Characteristics of Wisconsin Streams Copyright © 2010 Graef-USA, Inc. All Rights Reserved.
19.
Stream Relocation Design Copyright
© 2009 Graef-USA, Inc. All Rights Reserved.
20.
Proposed Floodplain/Floodway Copyright
© 2009 Graef-USA, Inc. All Rights Reserved.
21.
Proposed Floodplain/Floodway Copyright
© 2009 Graef-USA, Inc. All Rights Reserved.
22.
ACTION PLAN EMERGENCY
Hydraulics/Floodplain Management associated with Stream Relocation • With WDNR approval, we submitted to FEMA to obtain a CLOMR which was required for building occupancy • LOMR will be applied for once building is complete Copyright © 2009 Graef-USA, Inc. All Rights Reserved.
23.
Thank you!
Questions? Copyright © 2009 Graef-USA, Inc. All Rights Reserved.