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Three Point Consulting

The Hawthorn Park Enhancement Project, managed by Eric Diehl and supported by project engineers Daniel Conley and Andy Bolyard, focuses on improving key aspects of the park located in Indiana, previously owned by the Hulman Family. Recent progress includes thorough investigations of Burns Lake Dam, hydrologic studies, and compliance with Indiana dam regulations. Future directions aim to enhance trail connectivity, assess spillway adequacy, and design necessary safety improvements. Ultimately, the project seeks to ensure a sustainable and safe environment for park visitors.

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Three Point Consulting

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  1. Three Point Consulting Hawthorn Park Enhancement Project T T hree Poin 3 Consulting

  2. Hawthorn Park Enhancement Project • Project Manager: Eric Diehl • Report Editor: Jon Keim • Project Engineer: Daniel Conley • Project Engineer: Andy Bolyard T T hree Poin 3 Consulting

  3. Hawthorn Park Enhancement Project • Project Background • Project Approach • Progress to Date • Current Work • Project’s Future Direction

  4. ProjectBackground • Property Previously Owned by the Hulman Family • 1982 – Land Purchased by Vigo Co. Parks and Recreation Dept. • Burns Lake • National Road Heritage Trail • Client: Mr. William K. Ruble, Superintendent of Vigo Parks and Recreation Dept. • Project Encompasses: water resources, geotechnical, transportation, and environmental Location of Hawthorn Park in relation to the State of Indiana

  5. Project’s DesignRequirements • Determine if the Lowering of Burns Lake Dam Hazard Classification is Feasible • Investigate adequacy of Emergency Spillway for Burns Lake • Connect Existing National Road Heritage Trail to Tupelo Shelter

  6. Progress to Date • Site and Dam Investigation • Survey Dam & Spillway • Codes and Regulations • Indiana Code for Regulation of Dams • Indiana Dam Safety Inspection Manual • General Guidelines for New Dams and Improvements to Existing Dams in Indiana • AASHTO Guide for the Development of Bicycle Facilities

  7. Emergency Spillway Hydrologic Study Hydraulic Study U.S. Army Corp Engineers HEC-HMS Computer Model Progress to Date

  8. Progress to Date • Hydrologic Study • Watershed Delineation • SCS Curve Numbers • Land Use • Hydrologic Soil Groups • Time of Concentration • Design Storm: 6hr PMP • Stage Storage Relationships

  9. Progress to Date

  10. Progress to Date • Hydrologic Study • Watershed Delineation • SCS Curve Numbers • Land Use • Hydrologic Soil Groups • Time of Concentration • Design Storm: 6hr PMP • Stage Storage Relationships

  11. Progress to Date • HEC-HMS Results • Emergency Spillway Adequate • Developed Conditions

  12. Emergency Action Plan Chain of Command Keith Ruble Local Authorities Evacuation Plan Emergency Agencies State Emergency Management Agency (SEMA) Progress to Date

  13. E M E R G E N C Y A C T I O N P L AN

  14. Progress to Date • Site and Dam Investigation • Codes and Regulations • Hydrologic Data Collection • Hydrologic Modeling Results • Emergency Action Plan

  15. Project’s Future Direction • Breach Analysis Using Both Wet and Dry Condition • Trail Layout and Design • Riser and Barrel Design • Slope Stability Analysis

  16. Project’s FutureDirection • Breach Analysis • Computer Modeling • Inundation Maps • Feasibility of Hazard Classification • Riser and Barrel Design • Existing Structure will Degrade in Future • Have Design Ready for Client

  17. Project’s FutureDirection • Trail Layout and Design • Connect to Tupelo Shelter and Restroom Facilities • Surface Options • Site Preparation

  18. Project’s FutureDirection • Trail Layout and Design • Route Options • Safety Concerns

  19. Trail Option Criteria Cost Material Layout Accessibility Riser & Barrel Criteria Cost Materials Size Decision Matrices

  20. Questions? T T hree Poin 3 Consulting

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