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Nicole Link Theodore McNeal Neil PageXiong Peng

Clinton River Wastewater Treatment Plant (WWTP)

Clinton River Watershed Council 2

Clinton River Watershed

• 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

MichiganClinton River Watershed Council 3

Clinton River Watershed

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

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Environmental Impacts

• Beach Closings• Loss in tourism• No Swimming• Restrictions on fishing

©Clinton River Watershed Council greatlakeseco.org

Google.com

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Social Concerns

• 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

• 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

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Engineering Services and Constraints

8

Site Selection and Alternatives

• 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

• 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

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Existing Site Locations

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Site Plan

• 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

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Environmental Engineering Scope

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Treatment Plant Process Diagram

2.5

NPDES Permit LimitsAverage Daily Maximum

Concentration (mg/l)

pH (S.U.) 9Dissolved Oxygen 5Total Residual Chlorine 0.85CBOD5 40Total Suspended Solids 45Fecal Coliform (CFU/100 ml) 200Ammonia-Nitrogen 6Total Phosphorus 4

Desgin Flows MGD m̂ 3/day m̂ 3/sAverage flow 50 190,000 2.2peak flow 125 475000 5.5

• NPDES Permit limits are based on comparable limits at the Warren WWTP

(Davis, 2010) 14

Treatment Plant Design Data

N

Aeration Tanks

Tertiary Treatment Facility

Secondary Settling

Primary Settling

Future Expansion

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Treatment Plant Plan View

Aeration Tanks Tertiary Treatment FacilitySecondary

SettlingPrimary Settling

(Davis, 2010)

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Treatment Plant Sections

• 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

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Structural Engineering Scope

Administration/Environmental Awareness Center 18

Architectural Layouts - Floor Plans

Administration/Environmental Awareness Center

West Elevation

East Elevation

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Architectural Layouts – Building Elevations

Administration/Environmental Awareness Center 20

Environmental Load Diagram – Wind Loads

Administration/Environmental Awareness Center 21

Environmental Load Diagram – Snow Loads

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Structural Model – Administration/Environmental Awareness Center

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Structural Model – Tertiary Treatment Building

Administration/Environmental Awareness Center 24

Gravity Load Application – Live Loads

Tertiary Treatment Building 25

Gravity Load Application – Dead Loads

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Structural Layouts – Framing Plans

Second Floor Roof

Administration/Environmental Awareness Center

Stormwater Management Plan • Area of 12 acres• 10-year storm rainfall (3.13 inch)• 115,000 runoff• 1550 feet PVC sewer• Michigan LID for facility designs

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Water Resources Engineering Scope

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Drainage Area One

Extensive Green Roofs

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Vegetated Swales

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Rain Garden

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Drainage Area Two and Three

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Storm Sewer Profiles

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Underground Retention Pond

• Capacity of 120,000

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• Sustainability Management Plan

• Cost Management Plan• Logistics Plan• Safety Management Plan

• Scope Management Plan

• Site Management Plan

• Schedule Management Plan

• Permitting/Approval Plan

Project Management Plan includes:

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Construction Engineering Scope

LEED 2009 Reference Guide for Green Building Design and Construction: New Construction and Major

Renovations

USGBC.org

Accepted to achieve: LEED Certified

LEED Category PointsSustainable Sites 22Water Effi ciency 10Energy and Atmosphere 2Materials and Resources 4Indoor Environmental Quality 7Innovation In Design 3Total Points 48

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Leadership in Energy and Environmental Design

Based on a case study outlined in the Detroit Water and Sewerage Department Technical Feasibility of Satellite Treatment, 2003 proposed a new 56.3 million gallon per day WWTP along the Clinton River had a projected cost of $225.9 million resulting in a $4.01gallon per day. The Clinton River WWTP is a 50 MGD facility resulting in an initial conceptual estimate of $200 million.

$200,000,00037

Conceptual Project Cost

Estimated using “The Handbook Biological Wastewater Treatment.”

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Project Cost

$72 million36%

$102 million51%

$26 million13%

Infrastructure (36%)

Electrical, Mechanical and Technical Components (51%)

Construction Management (13%)

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Project Cost Distribution

Calculated using “RSMeans Building Cost Data 2013” based on the unit price including both equipment and site work for the building only.

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Administration/Environmental Awareness Center Cost

Staging area located next to the office trailer and safety board is dedicated to house the subcontractor’s office trailers.

I-75

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Logistics Plan

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Project Design Schedule2012

STRUCTURAL

DESIGN

ENVIRONMENTAL

WATER RESOURCES

CONSTRUCTION

PROJECT DEVELOPMENT

CONSTRUCTION

2013

CERTIFICATE OF OPERATION

A/E BUILDING

PLANTGRIT WITH PUMP

2014 20152013

AERATION

SECONDARY ANDTERTIARY

FOUNDATIONSTEEL

ENCLOSURE

INTERIORSFIRST FLOOR

SECOND FLOOR

PRIMARY

SITEWORK

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Project Construction Schedule

Schematic Design Complete 11/21/2012Design Development Complete 2/1/2013Building Permit Approved 3/8/2013Start Construction 4/15/2013Construction Documents Complete 4/19/2013Admin. Building: Topped Out 8/23/2013Admin. Building: Building Watertight 1/10/2014Admin. Building: Certificate of Occupancy

2/28/2014

Tertiary Building: Building Watertight 3/14/2014Plant Operational 3/27/2015

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Project Milestones

Are we

there

yet?

Thank you for your time!

Q & A45

Site 1: Rochester

Site 2: Waterford

Axial Load Diagram

Structural Analysis – Administration/Environmental Awareness Center

Bending Moment Diagram

Structural Analysis – Tertiary Treatment Building

Deflection Diagram

Structural Analysis-Tertiary Treatment

Deflection Moment Diagram

Structural Analysis- Administration/Environmental Awareness Center

Unity Check Analysis

Structural Analysis-Administration/Environmental Awareness Center

Unity Check Analysis

Structural Analysis-Tertiary Treatment Building

• 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

• 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

• 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