September 2009

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River Challenge

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Photo: Greg Ehm
The bore began on the creek side with a setback of 150 feet to get the desired depth of 27 feet below the river bottom.

By Greg Ehm

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The soil conditions in Idaho create challenges that can leave the most experienced horizontal directional drilling (HDD) contractors scratching their heads in disbelief. That was the case for Earth Energy when that company was faced with the task of installing a 24-inch HDPE water line under the Boise River in downtown Boise, ID.

Soils in this part of the state can range from cobble to sand to rock formations all within a 500-foot bore. So it takes a great deal of planning, patience, and experience to complete underground installations under such conditions, and that’s where Earth Energy comes in.

Earth Energy was formed in 1989 by Erv and Darrin Hoge. They began by placing drops for the phone company, which included plowing, trenching, splicing, and a variety of underground operations. In 1993, the company expanded into larger utility installation projects, and today the company specializes in providing HDD services for the installation of fiber optics, phone, power, gas, water, and sewer lines. Earth Energy also provides HDD services to the petroleum and gas industries, along with remediation of hazardous waste sites.

River Project
Earth Energy was contracted by United Water, the local potable water utility in the Boise area, to install a new 24-inch HDPE water main across the Boise River. The water main was being installed to provide a more reliable water source and line pressure to existing and new customers in the rural part of northeast Boise.

“Earth Energy has a long-term relationship with United Water and their prime contractors to provide directional drilling services on new large-diameter water mains and the smaller service lines to commercial and residential customers,” says Erv Hoge.

Prior to providing a bid for the project, Earth Energy conducted a series of site visits to determine the general layout of the area, meeting with the local utility companies to determine the location of existing underground facilities that may be within the proposed bore path. One of the primary utilities was an existing gravity sewer main crossing the river near the vicinity of the proposed bore.

Another critical issue was the location of the utility easement along existing residential homes, which limited the amount of room between the sewer line and private property. Once these boundaries were determined, Earth Energy could proceed in developing a running line and profile for the new water main.

The 640-foot bore would pass under the Boise River and a parallel stream, designated as a sensitive trout fishery, as well as a wetland area. Earth Energy was asked to maintain a minimum depth of 15 feet below the bottom of the stream and minimum setbacks were required away from the stream and riverbanks to prevent encroachment or damage to the wetlands and the sensitive floodplain area.

“Overall, the terrain across the bore path is relatively flat except for a drop in elevation of approximately 6 feet within the stream banks and river,” says Hoge. “The entire area within a quarter mile of the bore was also within the floodplain of the river.”

Some of the challenges in completing this bore included maintaining the proper alignment within a limited utility corridor across the stream and river. In addition, the ground conditions varied between a loose gravel and cobble material to sand lenses and back to cemented cobble.

The bore began on the creek side with a setback of 150 feet to get to the desired depth of 27 feet below the river bottom and ended up on the river side 100 feet from the bank.

Earth Energy used its Vermeer D100X120 Navigator horizontal directional drill for this project—the newest addition to its fleet of six Vermeer drill rigs. The unit produces 100,000 pounds of pullback force and was fitted with a 6.5-inch single-roller-type cone drill head for the pilot bore.

“The pilot was pretty difficult,” says Burke Williams, operations manager for Earth Energy. “Due to the cobble, it was a struggle just to keep our pitches within reason for the diameter pipe we were installing. Once we got into the more solid formation, the bore went smoothly until we exited and again we had trouble keeping our pitch in the loose material.”

To make matters worse, the pilot bore had to be completed with an arc to avoid pilings from a future bridge that was to be installed parallel to the bore path.

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Once the pilot bore was completed Earth Energy utilized a series of roller cone-rock reamers to pre-ream the borehole to a 36-inch diameter before installing the 24-inch HDPE pipe.

“We piggybacked the reamers,” says Hoge. “Once we completed a backream, we would use that same reamer to lead a larger-diameter reamer through the borehole. The piggyback procedure provided us with some stability inside the borehole, considering the ground conditions.” Next Page >

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