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LMPP Final Presentation_FINAL1
- 1. obg.com Nicole Link Theodore McNeal Neil Page Xiong Peng Clinton River Wastewater Treatment Plant (WWTP)
- 2. Clinton River Watershed Council 2 Clinton River Watershed
- 3. • 760 square miles • 80 miles from the headwaters to the outlet at Lake St. Clair • Includes portions of Wayne, Lapeer, Macomb, Oakland and St. Clair counties • Land uses include industrial, urban, suburban and agricultural • Contains 63 communities • 1.5 million people live within the watershed • Most populated watershed in Michigan Clinton River Watershed Council 3 Clinton River Watershed
- 4. Area of Concern (Environmental Protection Agency) • Degraded fish & wildlife populations • Beach closings and other restrictions • Degradation of aesthetics Combined sewer overflows are the largest source of pollutants by CRWC http://detroit.cbslocal.com 4 Environmental Impacts
- 5. • Beach Closings • Loss in tourism • No Swimming • Restrictions on fishing ©Clinton River Watershed Councilgreatlakeseco.org Google.com 5 Social Concerns
- 6. • Diverts 30 percent of Oakland County’s effluent collected from twelve different cities from the Detroit Water and Sewage Department • The wastewater is treated to meet the National Pollutant Discharge Elimination System (NPDES) • Includes the construction of an Administration/Environmental Awareness Center • Educate local communities of the treatment processes used • Promote awareness of sustainable water reuse Project Overview Clinton River Watershed Council 6
- 7. • LMPP Consultants is to provide the following engineering services listed below: • Construction Engineering • Environmental Engineering • Structural Engineering • Water Resources Engineering • Constraints are the following: • Geotechnical Engineering • Transportation Engineering • Inlet and Outlet Design 7 Engineering Services and Constraints
- 8. 8 Site Selection and Alternatives
- 9. • Madison Heights, Oakland County, MI (Site 3) • Bounded by I-75, W Twelve Mile Rd and John R Rd • Located on Ajax Drive Project Location Influent Effluent Existing Interceptor 9
- 10. • Site is currently used as a police impound lot, a recreational vehicle storage lot and composite site • The site is located in an industrial area showing no zoning conflicts • The adjacent land is owned by DTE Energy Chestnut Station which will provide electrical services to the WWTP • The site requires clearing and milling of the existing parking lot areas 10 Existing Site Locations
- 11. 11 Site Plan
- 12. • Locate and select sources of wastewater influent processed in the proposed WWTP • Locate and select receiving bodies of water for the proposed WWTP effluent • Determine NPDES Permit limits for the project site • Determine the “best” treatment process for the project • Develop equipment location and size • Develop a treatment plant master plan that details the prospects for future expansion • Report all requirements to the project stakeholders in the Environmental Engineering Technical Report 12 Environmental Engineering Scope
- 13. 13 Treatment Plant Process Diagram
- 14. 2.5 NPDES Permit Limits Average Daily Maximum Concentration (mg/l) pH(S.U.) 9 Dissolved Oxygen 5 Total Residual Chlorine 0.85 CBOD5 40 Total Suspended Solids 45 Fecal Coliform (CFU/100ml) 200 Ammonia-Nitrogen 6 Total Phosphorus 4 Desgin Flows MGD m^3/day m^3/s Average flow 50 190,000 2.2 peak flow 125 475000 5.5 • NPDES Permit limits are based on comparable limits at the Warren WWTP (Davis, 2010) 14 Treatment Plant Design Data
- 15. N Aeration Tanks Tertiary Treatment Facility Secondary Settling Primary Settling Future Expansion 15 Treatment Plant Plan View
- 16. Aeration Tanks Tertiary Treatment Facility Secondary Settling Primary Settling (Davis, 2010) 16 Treatment Plant Sections
- 17. • Architectural & Structural Layouts • Gravity and Environmental Load Calculations: • Dead Loads • Live Loads • Wind Loads • Snow Loads • Seismic Loads • Identification and Design of Lateral Force Resisting System • Roof / Flooring System Design • Analysis using Structural Design Software • Member Design (Beams, Columns, Etc.) • Shear and Moment Connection Details Typical Beam to Column Flange with Moment Connection 17 Structural Engineering Scope
- 18. Administration/Environmental Awareness Center 18 Architectural Layouts - Floor Plans
- 19. Administration/Environmental Awareness Center West Elevation East Elevation 19 Architectural Layouts – Building Elevations
- 20. Administration/Environmental Awareness Center 20 Environmental Load Diagram – Wind Loads
- 21. Administration/Environmental Awareness Center 21 Environmental Load Diagram – Snow Loads
- 22. 22 Structural Model – Administration/Environmental Awareness Center
- 23. 23 Structural Model – Tertiary Treatment Building
- 24. Administration/Environmental Awareness Center 24 Gravity Load Application – Live Loads
- 25. Tertiary Treatment Building 25 Gravity Load Application – Dead Loads
- 26. 26 Structural Layouts – Framing Plans Second Floor Roof Administration/Environmental Awareness Center
- 27. Stormwater Management Plan • Area of 12 acres • 10-year storm rainfall (3.13 inch) • 115,000 𝑓𝑡3 runoff • 1550 feet PVC sewer • Michigan LID for facility designs 27 Water Resources Engineering Scope
- 31. Rain Garden 31
- 32. Drainage Area Two and Three 32
- 34. Underground Retention Pond • Capacity of 120,000 ft3 34
- 35. • Sustainability ManagementPlan • Cost ManagementPlan • Logistics Plan • Safety Management Plan • ScopeManagementPlan • Site Management Plan • Schedule Management Plan • Permitting/Approval Plan Project Management Plan includes: 35 ConstructionEngineeringScope
- 36. LEED 2009 Reference Guide for Green Building Design and Construction: NewConstruction and Major Renovations USGBC.org Accepted to achieve: LEED Certified LEED Category Points Sustainable Sites 22 Water Efficiency 10 Energy and Atmosphere 2 Materials and Resources 4 Indoor Environmental Quality 7 Innovation In Design 3 Total Points 48 36 LeadershipinEnergyandEnvironmentalDesign
- 37. Based on a casestudy outlined in the Detroit Waterand Sewerage Department Technical Feasibility ofSatellite Treatment, 2003 proposed a new56.3 million gallon perday WWTP along the Clinton River had a projected cost of $225.9 million resulting in a $4.01gallon perday. The Clinton River WWTP is a 50 MGD facility resulting in an initial conceptual estimate of $200 million. $200,000,000 37 ConceptualProjectCost
- 38. Estimated using “The Handbook Biological Wastewater Treatment.” 38 ProjectCost
- 39. $72 million 36% $102 million 51% $26 million 13% Infrastructure (36%) Electrical, Mechanical and Technical Components (51%) Construction Management (13%) 39 Project Cost Distribution
- 40. Calculated using “RSMeans Building Cost Data 2013” based on the unit price including both equipment and site work for the building only. 40 Administration/EnvironmentalAwareness Center Cost
- 41. Staging area located next to the office trailer and safety board is dedicated to house the subcontractor’s office trailers. I-75 41 Logistics Plan
- 42. 42 Project Design Schedule 2012 STRUCTURAL DESIGN ENVIRONMENTAL WATER RESOURCES CONSTRUCTION PROJECT DEVELOPMENT CONSTRUCTION 2013
- 43. CERTIFICATE OF OPERATION A/E BUILDING PLANT GRIT WITH PUMP 2014 20152013 AERATION SECONDARY AND TERTIARY FOUNDATION STEEL ENCLOSURE INTERIORS FIRST FLOOR SECOND FLOOR PRIMARY SITEWORK 43 Project Construction Schedule
- 44. Schematic Design Complete 11/21/2012 Design Development Complete 2/1/2013 Building Permit Approved 3/8/2013 Start Construction 4/15/2013 Construction Documents Complete 4/19/2013 Admin. Building: Topped Out 8/23/2013 Admin. Building: Building Watertight 1/10/2014 Admin. Building: Certificate of Occupancy 2/28/2014 Tertiary Building: Building Watertight 3/14/2014 Plant Operational 3/27/2015 44 Project Milestones Are we there yet?
- 45. Thank you for your time! Q & A 45
- 48. Axial Load Diagram StructuralAnalysis – Administration/Environmental Awareness Center
- 49. Bending Moment Diagram StructuralAnalysis – Tertiary Treatment Building
- 53. Unity Check Analysis StructuralAnalysis-Tertiary Treatment Building
- 54. • An erosion and sedimentation control plan during construction • Install low-flow and low-flush fixtures in restrooms • A commissioning plan to verify the project’s energy-related systems are installed, calibrated and perform to the design requirements • Comply with Advanced Buildings Core Performance Guide • Do not use CFC-based refrigerates in HVAC systems • Dedicate a minimum of 175 square feet for collection and storage of recycling materials • ASHRAE 62.1-2007 to mechanically, naturally and mixed- mode ventilated spaces • Prohibit smoking in the building LEED Category: Prerequisites
- 55. • Build within ½ mile of a residential area and basic services and with pedestrian access Public transportation access • Provide bicycle storage and changing rooms • Provide preferred parking to employees with low-emitting and fuel efficient vehicles • Provide minimum code required parking lot • Provide a stormwater management plan to protect from excess erosion and reuse of stormwater runoff • Provide best management practices to treat stormwater • Use concrete paved surfaces and plant vegetation for shading hardscapes • Install vegetated roof • Utilizes “dark sky” light fixtures LEED Category: Sustainable Sites
- 56. • Plant native and drought resistant plantings to not require potable water for irrigation • Treat 50 percent of wastewater on site • Use low flow fixtures and equipment throughout the project LEED Category: Water Efficiency