Chanate/Mendocino Area Sewer Replacement, North Trunk Sewer Project – GBM 4800 Jacking Frame, Guidance System, Casing and Auger Assemblies

Project Name
Chanate/Mendocino Area Sewer Replacement, North Trunk Sewer Project
General Contractor
Pacific Boring
Location
Santa Rosa, CA
Ground Conditions
Soft Sand and Cobbles
Akkerman Equipment
GBM 4800 Jacking Frame, Guidance System, Casing and Auger Assemblies
Pipe
8, 15, 18-in. ID NO-DIG® Vitrified Clay Pipe, 1m Joints
Total Length/Hard Rock Section
1,180-lf./350-lf. of 18-in. ID VCP

Project Overview

The City of Santa Rosa required the replacement of 1,180-ft. of aged sections of the North Trunk Sewer Main by Chanate Road and Mendocino Avenue.

The project goals were improved integrity and performance, capacity increases, a comprehensive traffic control plan for the convenience of residents and businesses, reduced potential for overflow into Paulin Creek, and construction in a manner that recognizes the importance of protecting the ecology of nearby Paulin Creek.

Several options were considered for its replacement, including the installation of a lift station.

Challenges

• Residences 40-ft. below road surface and existing sewer alignment

• Extreme 45-ft. deep shaft required for tie in, thereby negating possibility of an open trench installation due to excavation depths

• Consistently heavy traffic in tight corridor

• Construction on the Mendocino Avenue during an overnight shift to minimize disruptions

• Emergency vehicle access at all times

Solution

The Project Manager identified and recommend pilot tube microtunneling as the ideal solution. The trenchless selection offered the following benefits:

• Method provides easy means for access for maintenance

• Ability to maintain traffic flow in accordance with the traffic control plan

• Ability for deep installation in ground conditions thereby eliminating a lift station

• Supports responsible construction goals for the protection of the Paulin Creek habitat

Outcome

• Successful installation of 1,180-lf. of new sewer lines, the longest run at 350-ft.

• Improved pressure and flow reliability

• Minimized construction impacts

• All line and grade tolerances met

• Ribbon cutting event to commemorate successfully managed project successes and collaborative efforts between all parties