The Project consists of the engineering design including the preparation of BODR Reports, pipeline installation/construction, as well as startup services and all related activities to construct approximately 8,300 linear feet of 54-inch Pre-Stressed Concrete Cylinder Pipe (PCCP) sewer force main along the south side of Opa-Locka Airport and connection to Pump Station Number 1310.

 

The Project Scope of Work Includes:

 

• Pipeline/Sewer Force Main and Pump Station improvements Engineering Design

• Basis of Design Report (BODR)

• Route/Corridor Analysis

• Utility Coordination and Relocations

•  Maintenance of Traffic MOT

• Regulatory and Environmental Permitting

• Agency/Stakeholders Coordination including MDWASD, MDAD, PWD and RER (DERM)

• Construction Management including Post Design Services

 

  Relevant Services Performed 

• Project Management

• Pipeline Designs

• Pump Station Design/Improvements

• Sewer Master Planning

• Liaison with Stakeholders/ Environmental/Regulatory Agencies

• Construction Cost Estimation

• Permitting

• Construction Documents including Technical Specifications

• Construction Management and Post Design Services

 

  Design Issues Solved

• Unstable Soil Conditions

• High Water Table (See Construction Photos Below)

• Airport Airside.  Minimize Impacts to Operations

• Minimize Traffic Impacts

 

  Projects Accmplishments

• Innovative Design Techniques and Construction Phasing Solutions were provided to address the environmental/physical conditions and Airport and Traffic Constraints. 

• Fast Track to divert sewer flows to MDWASD Pump Stations.